Radio Televisión Nacional de Colombia.

MEMORIAS DE CÁLCULO ESTRUCTURAL. TORRE CUADRADA H=108.0m SECCION VARIABLE. ANCHO DE PATA = 17.950m

ESTACION BASE: CERRÓ GAVINETE. Ubicada en La Vereda Resinas.

Municipio de Guadalupe - Huila. Octubre 2013.

INFORME TECNICO. Condición Actual y Nueva, Se requiere refuerzo. Eficiencia General Condición Nueva + Refuerzo: Montantes 96.2%, Diagonales 92.5%, Horizontales 82.3% y Tornillos 77.5%.

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INDICE PAG.

1.0 Introducción

2

2.0 Cargas muertas

4

3.0 Cargas vivas

4

4.0 Cargas de viento

4

5.0 Análisis y diseño estructurales

5

6.0 Conclusiones 7.0 Recomendaciones 8.0 Chequeo de Cimentación 9.0 Inspección Técnica Anexo A (Silueta de levantamiento – condición actual) Anexo b (Silueta de cálculo) Anexo A (Silueta de condición nueva + Refuerzo) Anexo C (Graficas de Deflexiones, Cables guía de onda y Esfuerzos)

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1.0 INTRODUCCION 1.1 OBJETO El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 108.0 metros de altura. Ubicada en la estación: EB. CERRO GAVINETE – Ubicada en La Vereda Resinas, Municipio de Guadalupe, Departamento del Huila. Que soporta antenas RF y MW. La torre es de sección cuadrada, montantes, diagonales y horizontales a base de ángulos de lados iguales, el ancho de la pata es de 17.95 m. Esta medida es variable hasta llegar a una altura de 14.0 m, donde es 12.0 m. Continuando en sección variable hasta los 60.0 m, donde es 3.0 m. Continuando en sección constante hasta los 108.0 m. CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 108.0 m 32 ANTENAS GRILLA TV (0.30x2.0m) – NIVEL 96.5 AL 106.5m – POR LAS CUATRO CARAS (8 por Cara). 32 ANTENAS GRILLA TV (0.30x2.0m) – NIVEL 81.0 AL 91.0m – POR LAS CUATRO CARAS (8 por Cara). 32 ANTENAS GRILLA TV (0.30x2.0m) – NIVEL 64.0 AL 75.0m – POR LAS CUATRO CARAS (8 por Cara). 4 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 56.0 AL 59.0m – POR MONTANTE B. 4 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 52.0 AL 54.0m – POR MONTANTE B. 4 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 31.0 AL 34.0m – POR MONTANTE B. 1 ANTENA MW Ø3.0m – NIVEL 53.0 m – A. 2 ANTENAS MW Ø3.0m – NIVEL 47.0 m – A y C. 2 ANTENAS MW Ø3.0m – NIVEL 42.5 m – A y C. 2 ANTENAS MW Ø3.0m – NIVEL 39.0 m – C y D. 1 ANTENA MW Ø0.90m – NIVEL 35.5 m – C. 1 ANTENA MW Ø2.40m – NIVEL 33.0 m – D. 1 ANTENA MW Ø3.0m – NIVEL 24.0 m – B. 1 ANTENA MW Ø1.80m – NIVEL 24.0 m – A. 1 ANTENA MW Ø1.20m – NIVEL 19.0 m – C.

CONDICION FUTURA:

2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 108.0 m – B y C. 4 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 107.0 m – A, B, C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 106.0 m – B y C. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

PANORAMICA TC108m – ESTADO ACTUAL.

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SILUETA DE CALCULO CONDICION ACTUAL.

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SILUETA DE CALCULO CONDICION NUEVA.

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1.2 CODIGOS Y NORMAS NSR-10 AISC TIA/EIA 222-F ASCE, Report 52 ANSI/ASCE 10-90 ANDREWS, Bulletin 1015F ASTM (normas aplicables) ACI 318 última edición AWS 1.3 MATERIALES ESTRUCTURALES Perfiles estructurales de montantes: ASTM A-572 Gr. 50. Perfiles estructurales de diagonales, horizontales redundantes y laminas: ASTM A –36. Tornillos: ASTM A-394 T0. Tornillos las uniones del refuerzo ASTM A325 T1. Pernos de anclaje: SAE 1045. Soldadura: AWS. 1.4 DOCUMENTOS DE REFERENCIA Esquemas de diseño del levantamiento de la estructura de la torre. 1.5 CARGAS Las siguientes cargas serán consideradas en el análisis estructural. -Cargas muertas, CM, correspondientes a los pesos propios de la estructura, plataformas de operación, revestimientos y accesorios. -Cargas vivas, 4 personas de 80 Kg. Cada una por mantenimiento, CV. -Cargas de viento, CW.

Las combinaciones de estas cargas para incluirlas en los análisis y diseños Estructurales estarán de acuerdo con la Norma TIA/EIA-222-F.

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1.6 SISTEMAS DE MEDIDA Longitud Coordenadas Áreas Fuerza Presión Esfuerzo Momentos Modulo Propiedades Deflexiones

m, mm m m2, cm2 Kg. kgm kPa Kg-m kPa mm mm

En caso contrario se indicara el tipo de unidad utilizado. De todas maneras las unidades empleadas para un evento determinado serán compatibles entre sí. 2.0 CARGAS MUERTAS, CM Las cargas muertas corresponderán a los pesos propios de los elementos estructurales, revestimiento, escaleras de acceso y guía de ondas, soportes de antenas y demás accesorios. El cálculo de los pesos de los elementos estructurales los realiza internamente el programa, incluyendo un factor de 1.50, de sobre peso por elementos redundantes, platinas, tornillos y galvanizado, y lo distribuye sobre los nudos correspondientes. 3.0 CARGAS VIVAS La carga viva considerada consistirá en 4 personas de 80 Kg. Cada una por mantenimiento. 4.0 CARGAS DE VIENTO Las cargas de viento se calcularan de acuerdo a la norma TIA/EIA 222 F-1996. Velocidad básica de viento, Deflexiones se calculan con Velocidad de viento,

V = 120 KPH (Zona 4) V = 60 KPH.

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5.0 ANALISIS Y DISEÑOS ESTRUCTURALES 5.1 ANALISIS ESTRUTURAL En la Fig. 1 del Anexo se presenta la silueta del análisis y diseño estructural de la torre cuadrada de 108.0 m. De altura, objeto de este documento. Se consideran siete hipótesis de carga: 1- Carga Muerta 2- Viento (120 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º. 3- Viento (120 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º. 4- Viento (120 KPH) Caga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º. 5- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º, con cargas de operación. 6- Viento (60 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º, con cargas de operación. 7- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º, con cargas de operación. Igualmente el ANEXO A se presentan los datos de entrada y los resultados del análisis estructural para los diferentes elementos que conforman la torre cuadrada, realizado por el programa para diseño de torres RISATower, Versión 5.4.1.8 – 8 de Abril de 2010, de RISA TECHNOLOGIES. También se incluye un control de deflexiones en la parte superior de la torre (Nivel 108.0 m) de tal manera que cumpla con el requisito de que, la deflexión en este punto, a 60 KPH, sea menor o igual a h/200.

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5.2 DISEÑOS ESTRUCTURALES Con base en el dimensionamiento y en los resultados de modelo, se evalúan las cargas máximas actuantes y admisibles en cada tramo, considerando los efectos simultáneos de Axial y de Flexión. Para una mayor precisión, se consideran también los efectos de segundo orden (P-Delta) En la fase, para el caso de cargas de diseño, se verifica que en los elementos estructurales no se sobrepasen sus capacidades admisibles de compresión y tracción establecidas por la norma. También se verifica que en las conexiones propuestas tampoco se sobrepasen sus capacidades admisibles de corte y aplastamiento establecidas por la norma. Anexos: Silueta del levantamiento. Ver salida 1 – Condición Actual. Ver salida 2 – Condición Nueva Ver salida 3 – Condición Nueva + Refuerzo, datos de entrada y salida de los resultados del análisis y los diseños.

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6.0 CONCLUSIONES: En la CONDICION ACTUAL, con las antenas relacionadas y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 100.0m, de la estación: EB. CERRO GAVINETE – Ubicada en La Vereda Resinas – Municipio de Guadalupe, Departamento del Huila, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T20 al T5, Diagonales T20 al T3, Horizontales T13, T11 y T10. Porcentaje máximo de utilización Diagonal (T12) 764.2% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.

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Ver Salida 1 – Condición Actual. En la CONDICION NUEVA, con las antenas relacionadas (Existentes) más tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 108.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 107.0m, dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 106.0m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 108.0m, de la estación: EB. CERRO GAVINETE – Ubicada en La Vereda Resinas, Municipio de Guadalupe – Departamento del Huila, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T20 al T5, Diagonales T20 al T3, Horizontales T13, T11 y T10. Porcentaje máximo de utilización Diagonal (T12) 805.2% > 100%. NO.

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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.

Ver Salida 2 – Condición Nueva. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

En la CONDICION NUEVA + REFUERZO, con las antenas relacionadas (Existentes) más tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 108.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 107.0m, dos (2) antenas RF AT15250 (0.483x0.983m, en el nivel 106.0m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 108.0m, de la estación: EB. CERRO GAVINETE – Ubicada en La Vereda Resinas, Municipio de Guadalupe – Departamento del Huila, tenemos: LA TORRE CUMPLE. Porcentaje máximo de utilización Montante (T8) 96.2% < 100%. Ok. SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.

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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.

Ver Salida 3 – Condición Nueva + Refuerzo. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

7.0 RECOMENDACIONES: -La estructura presenta elementos muy largos y sin arriostramiento, lo cual hace que se presente el refuerzo. -La torre debe ser reforzada para la Condición actual y Nueva. REFUERZO MONTANTES: -Desde el nivel 0.0m al nivel 90.0m (T20 al T4), con un (1) ángulo de L102x102x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el anclaje de la cimentación y con el montante existente (se debe soldar el montante del refuerzo a la placa base de la torre. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 24.0m al nivel 44.0m (T16 al T13), con un (1) ángulo de L76x76x6.4H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 44.0m al nivel 54.0m (T12 y T11), con un (1) ángulo de L64x64x6.4H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 54.0m al nivel 60.0m (T10 y T9), con un (1) ángulo de L64x64x4.8H A572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 60.0m al nivel 96.0m (T13 al T8), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES CON CIERRES INTERNOS: -Desde el nivel 7.0m al nivel 60.0m (T19 al T9), con ángulo de L51x51x4.8H y ángulo L64x64x4.8H, A-572 Grado 50. Por las cuatro caras de la torre. (Ver silueta de refuerzo plano No. 2/2)

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REFUERZO HORIZONTALES: -En el nivel 14.0m al nivel 54.0m (T18, T16, T14, T12 y T10), con ángulo de L64x64x6.4H y ángulo L51x51x4.8H, A-572 Grado 50. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los montantes, diagonales y horizontales. Una vez realizado el refuerzo se puede proceder a la instalación tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 108.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 107.0m y dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 106.0m.

MATERIAL APROXIMADO DE REFUERZO EN TORRE: Refuerzo Montantes (T20 al T4) en 1L102x9.5H, Nivel 0.0 al 90.0m

6900 Kg

Refuerzo Montantes (T20 al T4) en Lámina de 9.5mm, Nivel 0.0 al 90.0m

160 Kg

Refuerzo Montantes (T20 al T4) en Lámina de 12.7mm, Nivel 0.0 al 90.0m

150 Kg

Refuerzo Diagonales (T16 al T13) en 1L76x6.4H, Nivel 24.0 al 44.0m

1550 Kg

Refuerzo Diagonales (T12 y T11) en 1L64X6.4H, Nivel 44.0 al 54.0m

560 Kg

Refuerzo Diagonales (T10 al T9) en 1L64x4.8H, Nivel 54.0 al 60.0m

260 Kg

Refuerzo Diagonales (T8 al T3) en 1L51x4.8H, Nivel 60.0 al 96.0m

1500 Kg

Refuerzo Diagonales Cierres (T18 al T9) en 1L64x4.8H, Nivel 7.0 al 60.0m

280 Kg

Refuerzo Diagonales Cierres (T18 al T9) en 1L51x4.8H, Nivel 7.0 al 60.0m Refuerzo Horizontales (T18, T16, T14, T12 y T10) en 1L64x6.4H, Nivel 14.0 al 60m Refuerzo Horizontales (T18, T16, T14, T12 y T10) en 1L51x4.8H, Nivel 14.0 al 60m Tornillos en refuerzo de Montantes, Diagonales y Horizontales

360 Kg

Peso aproximado del Refuerzo

12730 Kg

220 Kg 210 Kg 580 Kg

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RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE ELEMENTO:

C. ACTUAL

C. NUEVA

C. NUEVA+REF

MONTANTE

(T8) 203.3%

(T8) 220.1%

(T8) 96.2%

DIAGONAL

(T12) 764.2%

(T12) 805.2%

(T19) 95.2%

HORIZONTAL

(T13) 354.4%

(T13) 379.8%

(T13) 82.3%

143.8%

149.6%

77.5%

TORNILLOS

8.0 CIMENTACION: Tipo zapata, pedestal y viga de amarre. -Con las reacciones en la condición nueva + refuerzo y con un suelo de 1.5 Kg/Cm2. La Cimentación cumple para el chequeo de arrancamiento, capacidad y Volcamiento. Anexo memoria de la verificación de la cimentación. Placa base y pernos de anclaje: Ok. Cumple. Anexo memoria de la verificación placa-pernos.

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9.0 INSPECCION TECNICA. PINTURA: Un 90% se encuentra en mal estado, se recomienda raspado, lavado y aplicación de zinc en frio donde se requiera. Aplicación de base y pintura en general. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre. ESCALERA DE CABLES: Dos (2) Por el centro de la torre en un 45% de uso. LUCES DE OBSTRUCCION Y BALIZAJE: No están funcionando, rotas y desconectadas. SISTEMA DE TIERRAS: En buen estado, las bus-bar en regular estado, se recomienda su cambio junto con las respectivas terminales. TORNILLOS: ASTM A-394 T0, en un 70% en buen estado, se recomienda torque general de la tornillería. En caso de llevarse a cabo el refuerzo se debe cambiar la tornillería que resulte afectada, usando tornillos ASTM A-325 Tipo 1.

Anexos: Registro Fotográfico.

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CONDICION ACTUAL. EB. CERRO GAVINETE.

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886.8

T1

L64x64x5

3

108.0 m

CxMANTENIMIENTO 10 P3F-52 HP8-102 2 6 HP10-105 4 ANT FT FTDISH DISH TV (1(1ANT (1 0.30x2.0m 0.30x1.20m (1 ANT (1 ANT ANT ANT MW MW MW MW MW Ø0.90m (E) Ø2.40m (E) Ø3.0m Ø1.80m Ø1.20m Ø3.0m E)E)E)

108 106.5 103.5 99.5 96.5 91 88 84 81 75 71.5 67.5 64 59 56 54 53 52 47 42.5 39 35.5 34 33 31 24 19 DESIGNED APPURTENANCE LOADING

L64x64x5

860.1

TYPE

96.0 m

886.8

T3

L102x102x6

T2

L64x64x3

102.0 m

L51x51x5

T4

886.8

90.0 m

913.0

18 @ 3

N.A. N.A.

78.0 m

T6

1054.5

L64x64x6

L64x64x5

T5

84.0 m

1054.5

L102x102x10

T7

L64x64x5

72.0 m

106.5 106.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

75 71.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

106.5 103.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

71.5 71.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

103.5 103.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

71.5 67.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

103.5 99.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

67.5 67.5

2 ANT TV 0.30x2.0m (E)

99.5

2 ANT TV 0.30x2.0m (E)

67.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

99.5 99.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

64 64

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

96.5 96.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

64 64

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

96.5 96.5

2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)

59 56

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

91 91

2 ANT TV 0.30x1.20m (E) HP10-105 (1 ANT MW Ø3.0m E)

54 53

2 ANT TV 0.30x2.0m (E)

91

2 ANT TV 0.30x1.20m (E)

52

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

91 88

10 FT DISH (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)

47 47

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

88 88

HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)

42.5 42.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

88 84

HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E)

39 39

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

84 84

P3F-52 (1 ANT MW Ø0.90m E) 2 ANT TV 0.30x1.20m (E)

35.5 34

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

84 81

HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)

33 31

81

6 FT DISH (1 ANT MW Ø1.80m E)

24

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

81 81

HP10-105 (1 ANT MW Ø3.0m E) 4 FT DISH (1 ANT MW Ø1.20m E)

24 19

57.0 m

2 ANT TV 0.30x2.0m (E)

75

556.2

2 ANT TV 0.30x2.0m (E) 60.0 m

SYMBOL LIST MARK

1097.9

A

SIZE

MATERIAL STRENGTH

1265.3

A572-50

Fy

Fu

344738 kPa

448159 kPa

GRADE A36

Fy 248211 kPa

Fu 399896 kPa

1336.8

1. 2. 3. 4.

Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 764.2%

1626.8

7.109

1586.8

34.0 m

1686.8

9.065

29.0 m

2098.0

10.043

24.0 m

2073.4

11.022

19.0 m

MAX. CORNER REACTIONS AT BASE: DOWN: 94117 kg UPLIFT: -77650 kg SHEAR: 34454 kg

3085.2

12

14.0 m

2@7

AXIAL 33784 kg

7.0 m

SHEAR 45526 kg

MOMENT 2180163 kg-m

0.0 m

TORQUE 12939 kg-m REACTIONS - 120 kph WIND

Weight (kg)

17.95

28580.2

3976.1

14.975

MARK

L64x64x6

GRADE

39.0 m

# Panels @ (m)

Face Width (m)

SIZE

TOWER DESIGN NOTES

8@5

8.087

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

593.8

3.587 5.152

L64x64x5 N.A.

6.13

N.A. L64x64x6 N.A.

L76x76x6

L76x76x6 N.A. L76x76x6 N.A.

75 75

44.0 m

N.A.

L76x76x6 L102x102x6

L76x76x6 Inner Bracing

Horizontals

Mid Girts

Top Girts

Diagonal Grade

Leg Grade

Diagonals

ELEVATION

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

49.0 m

N.A.

L102x102x6 N.A.

T20

Legs

Section

TYPE

108 106.5

54.0 m

4.174

A

L64x64x6 N.A. L76x76x6 N.A. L76x76x6

N.A.

L102x102x6 N.A.

N.A.

L76x76x6 L102x102x6

L152x152x13

T19

N.A.

A

L64x64x5 A36 L64x64x6 L76x76x6 L76x76x5

L127x127x10 L152x152x10

T18

T17

T16

T15

T14

T13

T12

T11

A572-50

T10

T9

T8

1054.5

66.0 m

ELEVATION

CxMANTENIMIENTO 2 ANT TV 0.30x2.0m (E)

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

SILUETA DE CALCULO-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-1

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. ACTUAL EB. CERRO GAVINETE\TC108m C. ACTUAL EB. CERRO GAVINETE.eri

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

1 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

SALIDA 1 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.

Tower Input Data The main tower is a 4x free standing tower with an overall height of 108.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 3.0000 m at the top and 17.9500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.

Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination

√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing

√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets

RISATower I . P. DOLMEN S.A.

2 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg A

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Leg B

Z

Face D

Leg C

W in d

45

Leg D

X

Face C

Wind 90

Face A

Face B

Wind 0

Square Tower

Tower Section Geometry Tower Section

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Tower Elevation m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

Assembly Database

Description

Section Width

Number of Sections

Section Length

m 3.0000

1

m 6.0000

3.0000

1

6.0000

3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.5870 4.1740 5.1520 6.1300 7.1090 8.0870 9.0650 10.0430 11.0220 12.0000 14.9750

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000

RISATower I . P. DOLMEN S.A.

3 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Section

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Tower Elevation

Diagonal Spacing

Bracing Type

Has Horizontals

Top Girt Offset

Bottom Girt Offset

X Brace

Has K Brace End Panels No

m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

m 3.0000

No

mm 0

mm 0

3.0000

X Brace

No

No

0

0

3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000

X Brace X Brace X Brace X Brace X Brace X Brace K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down

No No No No No No No No No No No No No No No No No No

No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L102x102x6

A572-50 (344738 kPa)

Equal Angle

L51x51x5

A36 (248211 kPa)

Equal Angle

L102x102x6

A572-50 (344738 kPa)

Equal Angle

L51x51x5

A36 (248211 kPa)

Equal Angle

L102x102x6

Equal Angle

L51x51x5

Equal Angle

L102x102x6

Equal Angle

L51x51x5

Equal Angle

L102x102x6

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L64x64x5

Equal Angle

L102x102x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)

Equal Angle

L64x64x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Tower Elevation m T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000

Page

Job

4 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L127x127x10

Equal Angle

L64x64x6

Equal Angle

L127x127x10

Equal Angle

L76x76x6

Equal Angle

L152x152x10

Equal Angle

L76x76x5

Equal Angle

L152x152x10

Equal Angle

L76x76x6

Equal Angle

L152x152x10

Equal Angle

L76x76x6

Equal Angle

L152x152x10

Equal Angle

L102x102x6

Equal Angle

L152x152x10

Equal Angle

L102x102x6

Equal Angle

L152x152x13

Equal Angle

L102x102x6

Equal Angle

L152x152x13

A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)

Equal Angle

L102x102x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T11 54.0000-49.0000 T13 44.0000-39.0000 T15 34.0000-29.0000 T17 24.0000-19.0000 T19 14.0000-7.0000

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

Equal Angle

L64x64x3

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

Equal Angle

L64x64x5

Equal Angle

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x6

Equal Angle

L64x64x6

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle

Bottom Girt Size

Bottom Girt Grade

Page

Job

RISATower

5 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000 T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000

No. of Mid Girts 1

Mid Girt Type

Mid Girt Size

Mid Girt Grade

Horizontal Type

Horizontal Size

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

1

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

1

Equal Angle

L64x64x5

Equal Angle

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x6

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x5

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Equal Angle Equal Angle Solid Round Equal Angle Solid Round Solid Round

8

Equal Angle

L64x64x6

Solid Round

8

Equal Angle

L64x64x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L102x102x6

Horizontal Grade

Tower Section Geometry (cont’d) Tower Elevation m T12 49.0000-44.0000 T14

Secondary Horizontal Type

Solid Round Solid Round

Secondary Horizontal Size

Secondary Horizontal Grade

Inner Bracing Type

Inner Bracing Size

Inner Bracing Grade

A36 (248211 kPa) A36

Equal Angle

L64x64x5

Equal Angle

L76x76x6

A36 (248211 kPa) A36

Project

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m 39.0000-34.0000 T20 7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Secondary Horizontal Type

6 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Secondary Horizontal Size

Secondary Horizontal Grade (248211 kPa) A36 (248211 kPa)

Solid Round

Inner Bracing Type

Inner Bracing Size

Equal Angle

L76x76x6

Ing. C. Londoño M.

Inner Bracing Grade

(248211 kPa) A36 (248211 kPa)

Tower Section Geometry (cont’d) Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00

m2 0.0000

mm 0

0.0000

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0

A36 (248211 kPa)

1

1

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

Page

Job

RISATower

7 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Ing. C. Londoño M.

Tower Elevation

Gusset Area (per face)

Gusset Thickness

Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm

m 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000

m2

mm

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

Tower Section Geometry (cont’d) Tower Elevation

m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11

Calc K Single Angles

Calc K Solid Rounds

Legs

X Brace Diags X Y 1 1

K Brace Diags X Y 1 1

No

No

0.5

No

No

0.5

1 1

No

No

0.5

No

No

No

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 0.5

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.33

1 1

1 0.33

1 1

1 0.5

1 1

1 1

1 1

No

No

0.33

1 1

1 0.33

1 1

1 1

1 0.5

1 1

1 1

No

No

0.33

1

1

1

1

1

1

1

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Calc K Single Angles

8 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Calc K Solid Rounds

Legs

X Brace Diags X Y 1

K Brace Diags X Y 0.33

K Factors1 Single Girts Diags

Horiz.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Sec. Horiz.

Inner Brace

X X X X X Y Y Y m Y Y 54.0000-49.00 1 0.5 1 1 1 00 T12 No No 0.33 1 1 1 1 0.5 1 1 49.0000-44.00 1 0.33 1 1 0.5 1 0.5 00 T13 No No 0.33 1 1 1 1 1 1 1 44.0000-39.00 1 0.33 1 0.5 1 1 1 00 T14 No No 0.33 1 1 1 1 0.5 1 1 39.0000-34.00 1 0.33 1 1 0.5 1 0.25 00 T15 No No 0.33 1 1 1 0.5 1 1 1 34.0000-29.00 1 0.33 1 0.25 1 1 1 00 T16 No No 0.33 1 1 1 1 0.5 1 1 29.0000-24.00 1 0.33 1 1 0.25 1 1 00 T17 No No 0.33 1 1 1 0.5 1 1 1 24.0000-19.00 1 0.33 1 0.25 1 1 1 00 T18 No No 0.33 1 1 1 1 0.5 1 1 19.0000-14.00 1 0.33 1 1 0.25 1 1 00 T19 No No 0.25 1 1 1 0.5 1 1 1 14.0000-7.000 1 0.25 1 0.25 1 1 1 0 No No 0.25 1 0.25 1 1 0.25 1 1 T20 1 0.25 1 1 0.16 1 0.25 7.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.

Tower Section Geometry (cont’d) Tower Elevation m

T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00

Leg

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

Mid Girt

U

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Leg

9 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation m

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

1

0

0

1

0

Mid Girt

U

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

Page

Job

RISATower

10 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m

T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00

Leg Connection Type

Leg

Diagonal

Bolt Size mm 16 A394T0

No.

Sleeve SS

16 A394T0

Sleeve SS

Top Girt

Bolt Size mm 16 A394T0

No.

8

16 A394T0

16 A394T0

8

Sleeve SS

16 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

2

16 A394T0

2

16 A394T0

16 A394T0

2

16 A394T0

2

12

16 A394T0

2

16 A394T0

16 A394T0

12

16 A394T0

2

Sleeve SS

16 A394T0

16

16 A394T0

Sleeve SS

16 A394T0

16

Sleeve SS

16 A394T0

Sleeve SS

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

10

16 A394T0

3

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

19 A394T0

10

16 A394T0

3

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

10

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

4

2

2

0

2

0

0

Project

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T19 Sleeve SS 14.0000-7.000 0 T20 Sleeve SS 7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Leg Connection Type

11 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation m

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg

Diagonal

Bolt Size mm 19 A394T0

No.

19 A394T0

10

10

Top Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

3

3

Bottom Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

0

2

Mid Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

0

0

Ing. C. Londoño M.

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

16 A394T0

0

0

Bolt Size mm 16 A394T0

No.

16 A394T0

3

0

Bolt Size mm 16 A394T0

No.

16 A394T0

0

Feed Line/Linear Appurtenances - Entered As Round Or Flat Description

1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 ( 8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8

Face Allow or Shield Leg D No

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 106.0000 - 0.0000

1

1

Clear Spacing mm 32

Width or Perimeter Diameter mm mm 32

Weight kglm 0.86

D

No

Ar (CfAe)

103.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

99.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

96.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

91.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

88.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

84.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

81.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

75.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

71.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

67.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

64.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

56.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

52.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

31.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

53.0000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

47.0000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

42.5000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

39.0000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

35.5000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

33.0000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

24.0000 - 0.0000

2

2

28

28

0.80

0

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

(2 ANT MW E) 7/8 (1 ANT MW E)

Face Allow or Shield Leg C

No

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Placement

Total Number

Number Per Row

m Ar (CfAe)

19.0000 - 0.0000

1

1

Clear Spacing mm 28

T1

Tower Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

T7

72.0000-66.0000

T8

66.0000-60.0000

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

T12

49.0000-44.0000

T13

44.0000-39.0000

Face

AR

AF

A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A

m2 0.000 0.000 0.000 0.159 0.000 0.000 0.000 0.476 0.000 0.000 0.000 0.794 0.000 0.000 0.000 1.079 0.000 0.000 0.000 1.429 0.000 0.000 0.000 1.619 0.000 0.000 0.032 1.873 0.000 0.000 0.318 1.905 0.000 0.000 0.191 0.953 0.000 0.000 0.254 0.953 0.000 0.000 0.684 1.587 0.000 0.000 0.945 1.587 0.000

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Weight kg 0.00 0.00 0.00 4.32 0.00 0.00 0.00 12.95 0.00 0.00 0.00 21.58 0.00 0.00 0.00 29.35 0.00 0.00 0.00 38.84 0.00 0.00 0.00 44.02 0.00 0.00 0.86 50.92 0.00 0.00 8.63 51.79 0.00 0.00 5.18 25.89 0.00 0.00 6.91 25.89 0.00 0.00 18.75 43.16 0.00 0.00 26.10 43.16 0.00

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Width or Perimeter Diameter mm mm 28

Feed Line/Linear Appurtenances Section Areas Tower Section

12 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Weight kglm 0.80

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Tower Section

Tower Elevation m

T14

39.0000-34.0000

T15

34.0000-29.0000

T16

29.0000-24.0000

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

T20

7.0000-0.0000

Page

Job

13 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Face

AR

AF

B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

m2 0.000 1.255 1.587 0.000 0.000 1.664 1.587 0.000 0.000 1.939 1.587 0.000 0.000 2.062 1.587 0.000 0.000 2.344 1.587 0.000 0.000 2.485 1.587 0.000 0.000 3.480 2.223 0.000 0.000 3.480 2.223

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Weight kg 0.00 34.94 43.16 0.00 0.00 46.59 43.16 0.00 0.00 54.35 43.16 0.00 0.00 57.74 43.16 0.00 0.00 65.78 43.16 0.00 0.00 69.79 43.16 0.00 0.00 97.71 60.42 0.00 0.00 97.71 60.42

Feed Line Center of Pressure Section

Elevation

CPX

CPZ

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

m 108.0000-102.0000 102.0000-96.0000 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

mm 0 0 0 0 0 0 4 40 45 68 126 196 272 357 425 477 504 584 706 772

mm 24 71 115 152 195 217 245 243 227 252 289 328 343 340 347 367 342 373 451 493

CPX Ice mm 0 0 0 0 0 0 4 40 45 68 126 196 272 357 425 477 504 584 706 772

CPZ Ice mm 24 71 115 152 195 217 245 243 227 252 289 328 343 340 347 367 342 373 451 493

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

14 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

10:24:50 10/23/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

User Defined Loads Description

Elevation

CxMANTENIMIENTO

m 108.0000

Offset From Centroid m 0.0000

Azimuth Angle

Weight

° 0.0000 No Ice Service

kg 320.00 320.00

Fx

Fz

kg

Wind Force

kg 0.00 0.00

CAAC m2 0.0000 0.0000

kg 0.00 0.00

0.00 0.00

Discrete Tower Loads Description

Face or Leg

Offset Type

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m

B

From Face

Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

Face or Leg

Page

Job

15 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m

A

From Face

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

Face or Leg

Page

Job

16 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m

B

From Leg

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

59.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.0000

No Ice

0.3000

0.0800

24.00

0.0000

54.0000

No Ice

0.3000

0.0800

24.00

0.0000

52.0000

No Ice

0.3000

0.0800

24.00

RISATower

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Face or Leg

17 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Description

Page

Job

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

34.0000

No Ice

0.3000

0.0800

24.00

0.0000

31.0000

No Ice

0.3000

0.0800

24.00

Dishes Description

HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) P3F-52 (1 ANT MW Ø0.90m E) HP8-102 (1 ANT MW Ø2.40m E) HP10-105 (1 ANT MW Ø3.0m E) 6 FT DISH (1 ANT MW Ø1.80m E) 4 FT DISH (1 ANT MW Ø1.20m E)

Face or Leg

Dish Type

Offset Type

A

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/Shroud (HP)

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/o Radome

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

D

Paraboloid w/o Radome

From Leg

C

Paraboloid w/o Radome

From Leg

D

Paraboloid w/Shroud (HP)

From Leg

B

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/o Radome

From Leg

C

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

Aperture Area

Weight

° Worst

°

m 53.0000

m 3.0480

No Ice

m2 7.2966

kg 143.79

Worst

42.5000

3.0480

No Ice

7.2966

143.79

Worst

42.5000

3.0480

No Ice

7.2966

143.79

Worst

47.0000

3.0480

No Ice

7.2966

143.79

Worst

47.0000

3.0480

No Ice

7.2966

143.79

Worst

39.0000

3.0480

No Ice

7.2966

143.79

Worst

39.0000

3.0480

No Ice

7.2966

143.79

Worst

35.5000

0.9144

No Ice

0.6596

40.82

Worst

33.0000

2.4384

No Ice

4.6693

113.85

Worst

24.0000

3.0480

No Ice

7.2966

143.79

Worst

24.0000

1.8288

No Ice

2.6264

64.86

Worst

19.0000

1.2192

No Ice

1.1669

77.11

Page

Job

RISATower

18 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Tower Pressures - No Ice GH = 1.077 Section Elevation

z

KZ

qz

AG

1.955

kPa 1.33

m2 18.337

99.0000

1.922

1.31

18.337

T3 96.0000-90.00 00

93.0000

1.888

1.29

18.337

T4 90.0000-84.00 00

87.0000

1.852

1.26

18.337

T5 84.0000-78.00 00

81.0000

1.815

1.24

18.337

T6 78.0000-72.00 00

75.0000

1.775

1.21

18.345

T7 72.0000-66.00 00

69.0000

1.734

1.18

18.345

T8 66.0000-60.00 00

63.0000

1.689

1.15

18.345

T9 60.0000-57.00 00

58.5000

1.654

1.13

10.054

T10 57.0000-54.00 00

55.5000

1.629

1.11

11.815

T11 54.0000-49.00 00

51.5000

1.595

1.09

23.669

T12 49.0000-44.00 00

46.5000

1.549

1.06

28.559

T13 44.0000-39.00 00

41.5000

1.499

1.02

33.452

T14

36.5000

1.445

0.98

38.408

m

m 105.0000

T2 102.0000-96.0 000

T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.455 1.455 1.455 1.455 1.549 1.549 1.549 1.549 2.658 2.658 2.658 2.658 2.800 2.800 2.800 2.800 3.142 3.142 3.142 3.142 3.642

m2 0.000 0.000 0.000 0.159 0.000 0.000 0.000 0.476 0.000 0.000 0.000 0.794 0.000 0.000 0.000 1.079 0.000 0.000 0.000 1.429 0.000 0.000 0.000 1.619 0.000 0.000 0.032 1.873 0.000 0.000 0.318 1.905 0.000 0.000 0.191 0.953 0.000 0.000 0.254 0.953 0.000 0.000 0.684 1.587 0.000 0.000 0.945 1.587 0.000 0.000 1.255 1.587 0.000

m2 1.219

1.219

1.219

1.219

1.219

1.219

1.219

1.219

0.615

0.615

1.282

1.282

1.282

1.539

Leg %

50.38 50.38 50.38 47.27 50.38 50.38 50.38 42.09 50.38 50.38 50.38 37.93 50.38 50.38 50.38 34.84 50.38 50.38 50.38 31.68 50.38 50.38 50.38 30.18 50.38 50.38 49.72 28.40 50.38 50.38 44.53 28.19 42.28 42.28 37.39 25.56 39.72 39.72 34.13 24.60 48.23 48.23 38.36 30.20 45.79 45.79 34.23 29.22 40.81 40.81 29.16 27.11 42.24

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m 39.0000-34.00 00

m

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

z

19 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

KZ

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T15 34.0000-29.00 00

31.5000

1.386

0.94

43.298

T16 29.0000-24.00 00

26.5000

1.319

0.90

48.188

T17 24.0000-19.00 00

21.5000

1.242

0.85

53.080

T18 19.0000-14.00 00

16.5000

1.152

0.79

57.973

T19 14.0000-7.000 0

10.5000

1.012

0.69

95.024

T20 7.0000-0.0000

3.5000

1

0.68

115.849

F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D

AF

AR

Aleg

m2 3.642 3.642 3.642 4.040 4.040 4.040 4.040 4.269 4.269 4.269 4.269 5.154 5.154 5.154 5.154 5.118 5.118 5.118 5.118 6.898 6.898 6.898 6.898 7.861 7.861 7.861 7.861

m2 0.000 1.664 1.587 0.000 0.000 1.939 1.587 0.000 0.000 2.062 1.587 0.000 0.000 2.344 1.587 0.000 0.000 2.485 1.587 0.000 0.000 3.480 2.223 0.000 0.000 3.480 2.223

m2

Leg %

42.24 29.00 29.42 38.08 38.08 25.73 27.34 36.04 36.04 24.30 26.27 29.85 29.85 20.52 22.82 30.06 30.06 20.23 22.94 32.30 32.30 21.47 24.43 28.34 28.34 19.65 22.09

1.539

1.539

1.539

1.539

2.228

2.228

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Tower Pressure - Service GH = 1.077 Section Elevation

z

KZ

qz

AG

m 105.0000

1.955

kPa 0.33

m2 18.337

T2 102.0000-96.0 000

99.0000

1.922

0.33

18.337

T3 96.0000-90.00 00

93.0000

1.888

0.32

18.337

T4 90.0000-84.00 00

87.0000

1.852

0.32

18.337

T5 84.0000-78.00 00

81.0000

1.815

0.31

18.337

m T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420

m2 0.000 0.000 0.000 0.159 0.000 0.000 0.000 0.476 0.000 0.000 0.000 0.794 0.000 0.000 0.000 1.079 0.000 0.000 0.000 1.429

m2 1.219

1.219

1.219

1.219

1.219

Leg %

50.38 50.38 50.38 47.27 50.38 50.38 50.38 42.09 50.38 50.38 50.38 37.93 50.38 50.38 50.38 34.84 50.38 50.38 50.38 31.68

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

KZ

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

m 75.0000

1.775

kPa 0.30

m2 18.345

T7 72.0000-66.00 00

69.0000

1.734

0.30

18.345

T8 66.0000-60.00 00

63.0000

1.689

0.29

18.345

T9 60.0000-57.00 00

58.5000

1.654

0.28

10.054

T10 57.0000-54.00 00

55.5000

1.629

0.28

11.815

T11 54.0000-49.00 00

51.5000

1.595

0.27

23.669

T12 49.0000-44.00 00

46.5000

1.549

0.26

28.559

T13 44.0000-39.00 00

41.5000

1.499

0.26

33.452

T14 39.0000-34.00 00

36.5000

1.445

0.25

38.408

T15 34.0000-29.00 00

31.5000

1.386

0.24

43.298

T16 29.0000-24.00 00

26.5000

1.319

0.22

48.188

T17 24.0000-19.00 00

21.5000

1.242

0.21

53.080

T18 19.0000-14.00 00

16.5000

1.152

0.20

57.973

T19 14.0000-7.000 0

10.5000

1.012

0.17

95.024

T20 7.0000-0.0000

3.5000

1

0.17

115.849

m T6 78.0000-72.00 00

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

z

20 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.455 1.455 1.455 1.455 1.549 1.549 1.549 1.549 2.658 2.658 2.658 2.658 2.800 2.800 2.800 2.800 3.142 3.142 3.142 3.142 3.642 3.642 3.642 3.642 4.040 4.040 4.040 4.040 4.269 4.269 4.269 4.269 5.154 5.154 5.154 5.154 5.118 5.118 5.118 5.118 6.898 6.898 6.898 6.898 7.861 7.861 7.861 7.861

m2 0.000 0.000 0.000 1.619 0.000 0.000 0.032 1.873 0.000 0.000 0.318 1.905 0.000 0.000 0.191 0.953 0.000 0.000 0.254 0.953 0.000 0.000 0.684 1.587 0.000 0.000 0.945 1.587 0.000 0.000 1.255 1.587 0.000 0.000 1.664 1.587 0.000 0.000 1.939 1.587 0.000 0.000 2.062 1.587 0.000 0.000 2.344 1.587 0.000 0.000 2.485 1.587 0.000 0.000 3.480 2.223 0.000 0.000 3.480 2.223

m2 1.219

1.219

1.219

0.615

0.615

1.282

1.282

1.282

1.539

1.539

1.539

1.539

1.539

2.228

2.228

Leg %

50.38 50.38 50.38 30.18 50.38 50.38 49.72 28.40 50.38 50.38 44.53 28.19 42.28 42.28 37.39 25.56 39.72 39.72 34.13 24.60 48.23 48.23 38.36 30.20 45.79 45.79 34.23 29.22 40.81 40.81 29.16 27.11 42.24 42.24 29.00 29.42 38.08 38.08 25.73 27.34 36.04 36.04 24.30 26.27 29.85 29.85 20.52 22.82 30.06 30.06 20.23 22.94 32.30 32.30 21.47 24.43 28.34 28.34 19.65 22.09

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Page

Job

RISATower

21 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

10:24:50 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Tower Forces - No Ice - Wind Normal To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 108.0000-102. 0000

4.32

kg 886.77

T2 102.0000-96.0 000

12.95

860.10

T3 96.0000-90.00 00

21.58

886.77

T4 90.0000-84.00 00

29.35

886.77

T5 84.0000-78.00 00

38.84

913.02

T6 78.0000-72.00 00

44.02

1054.49

T7 72.0000-66.00 00

51.79

1054.49

T8 66.0000-60.00 00

60.42

1054.49

T9 60.0000-57.00 00

31.07

556.19

T10 57.0000-54.00 00

32.80

593.82

T11 54.0000-49.00 00

61.91

1097.94

T12 49.0000-44.00 00

69.26

1265.32

T13 44.0000-39.00 00

78.10

1336.82

T14 39.0000-34.00

89.75

1626.78

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B

e

0.132 0.132 0.132 0.141 0.132 0.132 0.132 0.158 0.132 0.132 0.132 0.175 0.132 0.132 0.132 0.191 0.132 0.132 0.132 0.21 0.132 0.132 0.132 0.22 0.132 0.132 0.134 0.234 0.132 0.132 0.149 0.236 0.145 0.145 0.164 0.24 0.131 0.131 0.153 0.212 0.112 0.112 0.141 0.179 0.098 0.098 0.131 0.154 0.094 0.094 0.131 0.141 0.095 0.095

CF

RR

3.291 3.291 3.291 3.249 3.291 3.291 3.291 3.168 3.291 3.291 3.291 3.089 3.291 3.291 3.291 3.02 3.291 3.291 3.291 2.938 3.291 3.291 3.291 2.895 3.291 3.291 3.283 2.838 3.291 3.291 3.209 2.831 3.23 3.23 3.141 2.816 3.295 3.295 3.193 2.93 3.388 3.388 3.247 3.07 3.46 3.46 3.295 3.188 3.481 3.481 3.294 3.246 3.477 3.477

0.579 0.579 0.579 0.58 0.579 0.579 0.579 0.583 0.579 0.579 0.579 0.586 0.579 0.579 0.579 0.589 0.579 0.579 0.579 0.592 0.579 0.579 0.579 0.595 0.579 0.579 0.579 0.598 0.579 0.579 0.581 0.598 0.581 0.581 0.584 0.599 0.579 0.579 0.582 0.593 0.576 0.576 0.58 0.586 0.575 0.575 0.579 0.582 0.574 0.574 0.579 0.58 0.575 0.575

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

AE

F

w

Ctrl. Face

m2 2.420 2.420 2.420 2.512 2.420 2.420 2.420 2.698 2.420 2.420 2.420 2.885 2.420 2.420 2.420 3.056 2.420 2.420 2.420 3.267 2.420 2.420 2.420 3.383 2.420 2.420 2.439 3.540 2.420 2.420 2.605 3.560 1.455 1.455 1.567 2.026 1.549 1.549 1.697 2.114 2.658 2.658 3.055 3.589 2.800 2.800 3.347 3.724 3.142 3.142 3.868 4.063 3.642 3.642

kg 1194.66

kglm 199.11

D

1229.82

204.97

D

1259.70

209.95

D

1279.67

213.28

D

1304.10

217.35

D

1301.90

216.98

D

1304.29

217.38

D

1274.79

212.47

D

706.60

235.53

D

755.53

251.84

D

1315.75

263.15

D

1376.69

275.34

D

1480.29

296.06

D

1625.71

325.14

C

RISATower I . P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg

kg

00 T15 34.0000-29.00 00

97.50

1586.80

T16 29.0000-24.00 00

100.90

1686.83

T17 24.0000-19.00 00

108.93

2098.02

T18 19.0000-14.00 00

112.95

2073.43

T19 14.0000-7.000 0

158.13

3085.21

T20 7.0000-0.0000

158.13

3976.14

Sum Weight:

1362.70

28580.19

22 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

10:24:50 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.138 0.136 0.093 0.093 0.138 0.13 0.089 0.089 0.131 0.122 0.097 0.097 0.141 0.127 0.088 0.088 0.131 0.116 0.073 0.073 0.109 0.096 0.068 0.068 0.098 0.087

CF

RR

3.261 3.271 3.484 3.484 3.262 3.301 3.509 3.509 3.294 3.342 3.465 3.465 3.246 3.315 3.51 3.51 3.295 3.371 3.593 3.593 3.403 3.471 3.618 3.618 3.461 3.517

0.58 0.579 0.574 0.574 0.58 0.579 0.574 0.574 0.579 0.578 0.575 0.575 0.58 0.578 0.574 0.574 0.579 0.577 0.573 0.573 0.576 0.575 0.572 0.572 0.575 0.574

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM

AE m2 4.607 4.562 4.040 4.040 5.164 4.958 4.269 4.269 5.463 5.186 5.154 5.154 6.515 6.072 5.118 5.118 6.556 6.034 6.898 6.898 8.902 8.175 7.861 7.861 9.861 9.136 1393301 kg-m

Designed by

Ing. C. Londoño M.

F

w

Ctrl. Face

kg

kglm

1747.41

349.48

C

1776.86

355.37

C

1967.34

393.47

C

1863.23

372.65

C

2296.52

328.07

C

2555.29

365.04

C

29616.15

Tower Forces - No Ice - Wind 45 To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 108.0000-102. 0000

4.32

kg 886.77

T2 102.0000-96.0 000

12.95

860.10

T3 96.0000-90.00 00

21.58

886.77

T4 90.0000-84.00 00

29.35

886.77

T5 84.0000-78.00 00

38.84

913.02

T6

44.02

1054.49

F a c e A B C D A B C D A B C D A B C D A B C D A

e

0.132 0.132 0.132 0.141 0.132 0.132 0.132 0.158 0.132 0.132 0.132 0.175 0.132 0.132 0.132 0.191 0.132 0.132 0.132 0.21 0.132

CF

RR

DF

DR

3.291 3.291 3.291 3.249 3.291 3.291 3.291 3.168 3.291 3.291 3.291 3.089 3.291 3.291 3.291 3.02 3.291 3.291 3.291 2.938 3.291

0.579 0.579 0.579 0.58 0.579 0.579 0.579 0.583 0.579 0.579 0.579 0.586 0.579 0.579 0.579 0.589 0.579 0.579 0.579 0.592 0.579

1.099 1.099 1.099 1.105 1.099 1.099 1.099 1.118 1.099 1.099 1.099 1.131 1.099 1.099 1.099 1.143 1.099 1.099 1.099 1.157 1.099

1.099 1.099 1.099 1.105 1.099 1.099 1.099 1.118 1.099 1.099 1.099 1.131 1.099 1.099 1.099 1.143 1.099 1.099 1.099 1.157 1.099

AE

F

w

Ctrl. Face

m2 2.660 2.660 2.660 2.777 2.660 2.660 2.660 3.017 2.660 2.660 2.660 3.264 2.660 2.660 2.660 3.493 2.660 2.660 2.660 3.781 2.660

kg 1320.68

kglm 220.11

D

1375.52

229.25

D

1425.29

237.55

D

1462.84

243.81

D

1509.41

251.57

D

1516.91

252.82

D

RISATower I . P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m 78.0000-72.00 00

kg

kg

T7 72.0000-66.00 00

51.79

1054.49

T8 66.0000-60.00 00

60.42

1054.49

T9 60.0000-57.00 00

31.07

556.19

T10 57.0000-54.00 00

32.80

593.82

T11 54.0000-49.00 00

61.91

1097.94

T12 49.0000-44.00 00

69.26

1265.32

T13 44.0000-39.00 00

78.10

1336.82

T14 39.0000-34.00 00

89.75

1626.78

T15 34.0000-29.00 00

97.50

1586.80

T16 29.0000-24.00 00

100.90

1686.83

T17 24.0000-19.00 00

108.93

2098.02

T18 19.0000-14.00 00

112.95

2073.43

T19 14.0000-7.000 0

158.13

3085.21

T20 7.0000-0.0000

158.13

3976.14

Sum Weight:

1362.70

28580.19

23 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

10:24:50 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.132 0.132 0.22 0.132 0.132 0.134 0.234 0.132 0.132 0.149 0.236 0.145 0.145 0.164 0.24 0.131 0.131 0.153 0.212 0.112 0.112 0.141 0.179 0.098 0.098 0.131 0.154 0.094 0.094 0.131 0.141 0.095 0.095 0.138 0.136 0.093 0.093 0.138 0.13 0.089 0.089 0.131 0.122 0.097 0.097 0.141 0.127 0.088 0.088 0.131 0.116 0.073 0.073 0.109 0.096 0.068 0.068 0.098 0.087

CF

RR

DF

DR

3.291 3.291 2.895 3.291 3.291 3.283 2.838 3.291 3.291 3.209 2.831 3.23 3.23 3.141 2.816 3.295 3.295 3.193 2.93 3.388 3.388 3.247 3.07 3.46 3.46 3.295 3.188 3.481 3.481 3.294 3.246 3.477 3.477 3.261 3.271 3.484 3.484 3.262 3.301 3.509 3.509 3.294 3.342 3.465 3.465 3.246 3.315 3.51 3.51 3.295 3.371 3.593 3.593 3.403 3.471 3.618 3.618 3.461 3.517

0.579 0.579 0.595 0.579 0.579 0.579 0.598 0.579 0.579 0.581 0.598 0.581 0.581 0.584 0.599 0.579 0.579 0.582 0.593 0.576 0.576 0.58 0.586 0.575 0.575 0.579 0.582 0.574 0.574 0.579 0.58 0.575 0.575 0.58 0.579 0.574 0.574 0.58 0.579 0.574 0.574 0.579 0.578 0.575 0.575 0.58 0.578 0.574 0.574 0.579 0.577 0.573 0.573 0.576 0.575 0.572 0.572 0.575 0.574

1.099 1.099 1.165 1.099 1.099 1.1 1.176 1.099 1.099 1.112 1.177 1.109 1.109 1.123 1.18 1.098 1.098 1.114 1.159 1.084 1.084 1.106 1.135 1.074 1.074 1.098 1.115 1.07 1.07 1.099 1.106 1.071 1.071 1.104 1.102 1.07 1.07 1.104 1.097 1.066 1.066 1.099 1.091 1.073 1.073 1.106 1.095 1.066 1.066 1.098 1.087 1.054 1.054 1.082 1.072 1.051 1.051 1.073 1.065

1.099 1.099 1.165 1.099 1.099 1.1 1.176 1.099 1.099 1.112 1.177 1.109 1.109 1.123 1.18 1.098 1.098 1.114 1.159 1.084 1.084 1.106 1.135 1.074 1.074 1.098 1.115 1.07 1.07 1.099 1.106 1.071 1.071 1.104 1.102 1.07 1.07 1.104 1.097 1.066 1.066 1.099 1.091 1.073 1.073 1.106 1.095 1.066 1.066 1.098 1.087 1.054 1.054 1.082 1.072 1.051 1.051 1.073 1.065 OTM

AE m2 2.660 2.660 3.942 2.660 2.660 2.683 4.162 2.660 2.660 2.896 4.190 1.613 1.613 1.759 2.390 1.702 1.702 1.891 2.450 2.882 2.882 3.379 4.072 3.006 3.006 3.676 4.153 3.363 3.363 4.250 4.494 3.901 3.901 5.084 5.028 4.323 4.323 5.699 5.442 4.553 4.553 6.001 5.658 5.530 5.530 7.205 6.651 5.457 5.457 7.201 6.557 7.273 7.273 9.631 8.763 8.261 8.261 10.585 9.733 1578763

Designed by

Ing. C. Londoño M.

F

w

kg

kglm

1533.24

255.54

D

1500.21

250.04

D

833.53

277.84

D

875.52

291.84

D

1492.76

298.55

D

1535.31

307.06

D

1637.24

327.45

D

1794.15

358.83

C

1928.38

385.68

C

1951.96

390.39

C

2175.79

435.16

C

2046.51

409.30

C

2484.62

354.95

C

2742.89

391.84

C

33142.74

Ctrl. Face

RISATower I . P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

24 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

10:24:50 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e

e

CF

RR

DF

DR

AE

F

w

m2 kg-m

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

Tower Forces - Service - Wind Normal To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 108.0000-102. 0000

4.32

kg 886.77

T2 102.0000-96.0 000

12.95

860.10

T3 96.0000-90.00 00

21.58

886.77

T4 90.0000-84.00 00

29.35

886.77

T5 84.0000-78.00 00

38.84

913.02

T6 78.0000-72.00 00

44.02

1054.49

T7 72.0000-66.00 00

51.79

1054.49

T8 66.0000-60.00 00

60.42

1054.49

T9 60.0000-57.00 00

31.07

556.19

T10 57.0000-54.00 00

32.80

593.82

T11 54.0000-49.00 00

61.91

1097.94

T12 49.0000-44.00 00

69.26

1265.32

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.132 0.132 0.132 0.141 0.132 0.132 0.132 0.158 0.132 0.132 0.132 0.175 0.132 0.132 0.132 0.191 0.132 0.132 0.132 0.21 0.132 0.132 0.132 0.22 0.132 0.132 0.134 0.234 0.132 0.132 0.149 0.236 0.145 0.145 0.164 0.24 0.131 0.131 0.153 0.212 0.112 0.112 0.141 0.179 0.098 0.098 0.131 0.154

CF

RR

3.291 3.291 3.291 3.249 3.291 3.291 3.291 3.168 3.291 3.291 3.291 3.089 3.291 3.291 3.291 3.02 3.291 3.291 3.291 2.938 3.291 3.291 3.291 2.895 3.291 3.291 3.283 2.838 3.291 3.291 3.209 2.831 3.23 3.23 3.141 2.816 3.295 3.295 3.193 2.93 3.388 3.388 3.247 3.07 3.46 3.46 3.295 3.188

0.579 0.579 0.579 0.58 0.579 0.579 0.579 0.583 0.579 0.579 0.579 0.586 0.579 0.579 0.579 0.589 0.579 0.579 0.579 0.592 0.579 0.579 0.579 0.595 0.579 0.579 0.579 0.598 0.579 0.579 0.581 0.598 0.581 0.581 0.584 0.599 0.579 0.579 0.582 0.593 0.576 0.576 0.58 0.586 0.575 0.575 0.579 0.582

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

AE

F

w

Ctrl. Face

m2 2.420 2.420 2.420 2.512 2.420 2.420 2.420 2.698 2.420 2.420 2.420 2.885 2.420 2.420 2.420 3.056 2.420 2.420 2.420 3.267 2.420 2.420 2.420 3.383 2.420 2.420 2.439 3.540 2.420 2.420 2.605 3.560 1.455 1.455 1.567 2.026 1.549 1.549 1.697 2.114 2.658 2.658 3.055 3.589 2.800 2.800 3.347 3.724

kg 298.67

kglm 49.78

D

307.46

51.24

D

314.92

52.49

D

319.92

53.32

D

326.03

54.34

D

325.48

54.25

D

326.07

54.35

D

318.70

53.12

D

176.65

58.88

D

188.88

62.96

D

328.94

65.79

D

344.17

68.83

D

Project

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Self Weight

kg 78.10

kg 1336.82

T14 39.0000-34.00 00

89.75

1626.78

T15 34.0000-29.00 00

97.50

1586.80

T16 29.0000-24.00 00

100.90

1686.83

T17 24.0000-19.00 00

108.93

2098.02

T18 19.0000-14.00 00

112.95

2073.43

T19 14.0000-7.000 0

158.13

3085.21

T20 7.0000-0.0000

158.13

3976.14

Sum Weight:

1362.70

28580.19

T13 44.0000-39.00 00

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Add Weight

25 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.094 0.094 0.131 0.141 0.095 0.095 0.138 0.136 0.093 0.093 0.138 0.13 0.089 0.089 0.131 0.122 0.097 0.097 0.141 0.127 0.088 0.088 0.131 0.116 0.073 0.073 0.109 0.096 0.068 0.068 0.098 0.087

CF

RR

3.481 3.481 3.294 3.246 3.477 3.477 3.261 3.271 3.484 3.484 3.262 3.301 3.509 3.509 3.294 3.342 3.465 3.465 3.246 3.315 3.51 3.51 3.295 3.371 3.593 3.593 3.403 3.471 3.618 3.618 3.461 3.517

0.574 0.574 0.579 0.58 0.575 0.575 0.58 0.579 0.574 0.574 0.58 0.579 0.574 0.574 0.579 0.578 0.575 0.575 0.58 0.578 0.574 0.574 0.579 0.577 0.573 0.573 0.576 0.575 0.572 0.572 0.575 0.574

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 3.142 3.142 3.868 4.063 3.642 3.642 4.607 4.562 4.040 4.040 5.164 4.958 4.269 4.269 5.463 5.186 5.154 5.154 6.515 6.072 5.118 5.118 6.556 6.034 6.898 6.898 8.902 8.175 7.861 7.861 9.861 9.136 348325 kg-m

kg 370.07

kglm 74.01

D

406.43

81.29

C

436.85

87.37

C

444.22

88.84

C

491.83

98.37

C

465.81

93.16

C

574.13

82.02

C

638.82

91.26

C

7404.04

Tower Forces - Service - Wind 45 To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 108.0000-102. 0000

4.32

kg 886.77

T2 102.0000-96.0 000

12.95

860.10

T3 96.0000-90.00 00

21.58

886.77

T4 90.0000-84.00 00

29.35

886.77

F a c e A B C D A B C D A B C D A B C

e

0.132 0.132 0.132 0.141 0.132 0.132 0.132 0.158 0.132 0.132 0.132 0.175 0.132 0.132 0.132

CF

RR

DF

DR

3.291 3.291 3.291 3.249 3.291 3.291 3.291 3.168 3.291 3.291 3.291 3.089 3.291 3.291 3.291

0.579 0.579 0.579 0.58 0.579 0.579 0.579 0.583 0.579 0.579 0.579 0.586 0.579 0.579 0.579

1.099 1.099 1.099 1.105 1.099 1.099 1.099 1.118 1.099 1.099 1.099 1.131 1.099 1.099 1.099

1.099 1.099 1.099 1.105 1.099 1.099 1.099 1.118 1.099 1.099 1.099 1.131 1.099 1.099 1.099

AE

F

w

Ctrl. Face

m2 2.660 2.660 2.660 2.777 2.660 2.660 2.660 3.017 2.660 2.660 2.660 3.264 2.660 2.660 2.660

kg 330.17

kglm 55.03

D

343.88

57.31

D

356.32

59.39

D

365.71

60.95

D

RISATower I . P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

T5 84.0000-78.00 00

38.84

913.02

T6 78.0000-72.00 00

44.02

1054.49

T7 72.0000-66.00 00

51.79

1054.49

T8 66.0000-60.00 00

60.42

1054.49

T9 60.0000-57.00 00

31.07

556.19

T10 57.0000-54.00 00

32.80

593.82

T11 54.0000-49.00 00

61.91

1097.94

T12 49.0000-44.00 00

69.26

1265.32

T13 44.0000-39.00 00

78.10

1336.82

T14 39.0000-34.00 00

89.75

1626.78

T15 34.0000-29.00 00

97.50

1586.80

T16 29.0000-24.00 00

100.90

1686.83

T17 24.0000-19.00 00

108.93

2098.02

T18 19.0000-14.00 00

112.95

2073.43

T19 14.0000-7.000 0

158.13

3085.21

26 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

10:24:50 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C

e

0.191 0.132 0.132 0.132 0.21 0.132 0.132 0.132 0.22 0.132 0.132 0.134 0.234 0.132 0.132 0.149 0.236 0.145 0.145 0.164 0.24 0.131 0.131 0.153 0.212 0.112 0.112 0.141 0.179 0.098 0.098 0.131 0.154 0.094 0.094 0.131 0.141 0.095 0.095 0.138 0.136 0.093 0.093 0.138 0.13 0.089 0.089 0.131 0.122 0.097 0.097 0.141 0.127 0.088 0.088 0.131 0.116 0.073 0.073 0.109

CF

RR

DF

DR

3.02 3.291 3.291 3.291 2.938 3.291 3.291 3.291 2.895 3.291 3.291 3.283 2.838 3.291 3.291 3.209 2.831 3.23 3.23 3.141 2.816 3.295 3.295 3.193 2.93 3.388 3.388 3.247 3.07 3.46 3.46 3.295 3.188 3.481 3.481 3.294 3.246 3.477 3.477 3.261 3.271 3.484 3.484 3.262 3.301 3.509 3.509 3.294 3.342 3.465 3.465 3.246 3.315 3.51 3.51 3.295 3.371 3.593 3.593 3.403

0.589 0.579 0.579 0.579 0.592 0.579 0.579 0.579 0.595 0.579 0.579 0.579 0.598 0.579 0.579 0.581 0.598 0.581 0.581 0.584 0.599 0.579 0.579 0.582 0.593 0.576 0.576 0.58 0.586 0.575 0.575 0.579 0.582 0.574 0.574 0.579 0.58 0.575 0.575 0.58 0.579 0.574 0.574 0.58 0.579 0.574 0.574 0.579 0.578 0.575 0.575 0.58 0.578 0.574 0.574 0.579 0.577 0.573 0.573 0.576

1.143 1.099 1.099 1.099 1.157 1.099 1.099 1.099 1.165 1.099 1.099 1.1 1.176 1.099 1.099 1.112 1.177 1.109 1.109 1.123 1.18 1.098 1.098 1.114 1.159 1.084 1.084 1.106 1.135 1.074 1.074 1.098 1.115 1.07 1.07 1.099 1.106 1.071 1.071 1.104 1.102 1.07 1.07 1.104 1.097 1.066 1.066 1.099 1.091 1.073 1.073 1.106 1.095 1.066 1.066 1.098 1.087 1.054 1.054 1.082

1.143 1.099 1.099 1.099 1.157 1.099 1.099 1.099 1.165 1.099 1.099 1.1 1.176 1.099 1.099 1.112 1.177 1.109 1.109 1.123 1.18 1.098 1.098 1.114 1.159 1.084 1.084 1.106 1.135 1.074 1.074 1.098 1.115 1.07 1.07 1.099 1.106 1.071 1.071 1.104 1.102 1.07 1.07 1.104 1.097 1.066 1.066 1.099 1.091 1.073 1.073 1.106 1.095 1.066 1.066 1.098 1.087 1.054 1.054 1.082

AE

F

w

m2 3.493 2.660 2.660 2.660 3.781 2.660 2.660 2.660 3.942 2.660 2.660 2.683 4.162 2.660 2.660 2.896 4.190 1.613 1.613 1.759 2.390 1.702 1.702 1.891 2.450 2.882 2.882 3.379 4.072 3.006 3.006 3.676 4.153 3.363 3.363 4.250 4.494 3.901 3.901 5.084 5.028 4.323 4.323 5.699 5.442 4.553 4.553 6.001 5.658 5.530 5.530 7.205 6.651 5.457 5.457 7.201 6.557 7.273 7.273 9.631

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

377.35

62.89

D

379.23

63.20

D

383.31

63.88

D

375.05

62.51

D

208.38

69.46

D

218.88

72.96

D

373.19

74.64

D

383.83

76.77

D

409.31

81.86

D

448.54

89.71

C

482.09

96.42

C

487.99

97.60

C

543.95

108.79

C

511.63

102.33

C

621.15

88.74

C

Page

Job

RISATower

27 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Section Elevation

Add Weight

Self Weight

m

kg

kg

T20 7.0000-0.0000

158.13

3976.14

Sum Weight:

1362.70

28580.19

F a c e D A B C D

e

0.096 0.068 0.068 0.098 0.087

CF

RR

DF

DR

3.471 3.618 3.618 3.461 3.517

0.575 0.572 0.572 0.575 0.574

1.072 1.051 1.051 1.073 1.065

1.072 1.051 1.051 1.073 1.065 OTM

Ing. C. Londoño M.

AE

F

w

m2 8.763 8.261 8.261 10.585 9.733 394691 kg-m

kg

kglm

685.72

97.96

Ctrl. Face

C

8285.68

Mast Vectors - No Ice Section No. T1

Section Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

T7

72.0000-66.0000

T8

66.0000-60.0000

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

T12

49.0000-44.0000

T13

44.0000-39.0000

T14

39.0000-34.0000

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90

Directionality

F

Wind Normal

kg 1194.66

Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

1320.68 1194.66 1229.82 1375.52 1229.82 1259.70 1425.29 1259.70 1279.67 1462.84 1279.67 1304.10 1509.41 1304.10 1301.90 1516.91 1301.90 1304.29 1533.24 1304.29 1274.79 1500.21 1274.79 706.60 833.53 706.60 755.53 875.52 755.53 1315.75 1492.76 1315.75 1376.69 1535.31 1376.69 1480.29 1637.24 1480.29 1625.71 1794.15 1625.71

Vx

Vz

kg

OTMx

OTMz kg-m

0.00

kg -1194.66

kg-m -125433

933.86 1194.66 0.00 972.64 1229.82 0.00 1007.83 1259.70 0.00 1034.38 1279.67 0.00 1067.31 1304.10 0.00 1072.61 1301.90 0.00 1084.16 1304.29 0.00 1060.81 1274.79 0.00 589.39 706.60 0.00 619.09 755.53 0.00 1055.54 1315.75 0.00 1085.63 1376.69 0.00 1157.70 1480.29 0.00 1268.66 1625.71

-933.86 0.00 -1229.82 -972.64 0.00 -1259.70 -1007.83 0.00 -1279.67 -1034.38 0.00 -1304.10 -1067.31 0.00 -1301.90 -1072.61 0.00 -1304.29 -1084.16 0.00 -1274.79 -1060.81 0.00 -706.60 -589.39 0.00 -755.53 -619.09 0.00 -1315.75 -1055.54 0.00 -1376.69 -1085.63 0.00 -1480.29 -1157.70 0.00 -1625.71 -1268.66 0.00

-98049 7 -121733 -96272 20 -117119 -93696 33 -111286 -89947 44 -105574 -86393 59 -97576 -80379 67 -89919 -74730 77 -80233 -66753 79 -41293 -34436 43 -41881 -34309 51 -67660 -54259 101 -63893 -50359 122 -61288 -47901 144 -59174 -46141 165

Torque kg-m 0

0

-98055 -125439 0 -96291 -121752 0 -93728 -117152 0 -89991 -111331 0 -86452 -105632 0 -80446 -97643 -1 -74808 -89998 -13 -66844 -80325 -9 -34488 -41345 -14 -34373 -41946 -44 -54405 -67805 -74 -50556 -64090 -117 -48161 -61549 -178 -46484 -59516

23 29 0 69 87 0 116 145 0 157 195 0 208 254 0 233 283 5 270 320 52 300 309 32 161 161 51 198 190 165 437 380 270 569 451 402 711 507 580 884 553

Project

T16

29.0000-24.0000

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

T20

7.0000-0.0000

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T15

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section Elevation m 34.0000-29.0000

28 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90

Directionality

F

Vx

kg 1747.41 1928.38 1747.41 1776.86 1951.96 1776.86 1967.34 2175.79 1967.34 1863.23 2046.51 1863.23 2296.52 2484.62 2296.52 2555.29 2742.89 2555.29

Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

Vz

kg 0.00 1363.57 1747.41 0.00 1380.25 1776.86 0.00 1538.51 1967.34 0.00 1447.10 1863.23 0.00 1756.89 2296.52 0.00 1939.51 2555.29

kg -1747.41 -1363.57 0.00 -1776.86 -1380.25 0.00 -1967.34 -1538.51 0.00 -1863.23 -1447.10 0.00 -2296.52 -1756.89 0.00 -2555.29 -1939.51 0.00

Ing. C. Londoño M.

OTMx

OTMz

Torque

kg-m -54858 -42767 186 -46880 -36370 207 -42070 -32850 228 -30494 -23628 249 -23705 -18039 408 -8445 -6290 498

kg-m

kg-m

-234 -43187 -55278 -277 -36853 -47364 -347 -33425 -42645 -403 -24280 -31146 -660 -19108 -24774 -806 -7594 -9749

742 1052 606 847 1165 652 992 1301 672 1089 1386 696 1622 2034 1036 1974 2455 1261

Mast Totals - No Ice Wind Azimuth °

Vx kg

0 45 90

0.00 23435.45 29616.15

Vz kg -29616.15 -23435.45 0.00

OTMx

OTMz

Torque

kg-m -1390515 -1113568 2787

kg-m

kg-m

-3177 -1119531 -1396479

8824 13729 8787

Mast Vectors - Service Section No. T1

Section Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90

Directionality

F

Vx

Vz

OTMx

OTMz

kg 298.67

kg

Wind Normal

kg -298.67

kg-m -31353

kg-m

0.00

Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

330.17 298.67 307.46 343.88 307.46 314.92 356.32 314.92 319.92 365.71 319.92 326.03 377.35 326.03 325.48 379.23 325.48

233.47 298.67 0.00 243.16 307.46 0.00 251.96 314.92 0.00 258.60 319.92 0.00 266.83 326.03 0.00 268.15 325.48

-233.47 0.00 -307.46 -243.16 0.00 -314.92 -251.96 0.00 -319.92 -258.60 0.00 -326.03 -266.83 0.00 -325.48 -268.15 0.00

-24507 7 -30418 -24053 20 -29255 -23399 33 -27788 -22453 44 -26349 -21554 59 -24344 -20045 67

Torque kg-m 0

0

-24514 -31360 0 -24073 -30438 0 -23432 -29288 0 -22498 -27833 0 -21613 -26408 0 -20112 -24411

6 7 0 17 22 0 29 36 0 39 49 0 52 64 0 58 71

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Section No. T7

Section Elevation m 72.0000-66.0000

T8

66.0000-60.0000

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

T12

49.0000-44.0000

T13

44.0000-39.0000

T14

39.0000-34.0000

T15

34.0000-29.0000

T16

29.0000-24.0000

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

T20

7.0000-0.0000

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Directionality

Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

0 45 90

Designed by

Ing. C. Londoño M.

Vx

Vz

OTMx

OTMz

Torque

kg 326.07 383.31 326.07 318.70 375.05 318.70 176.65 208.38 176.65 188.88 218.88 188.88 328.94 373.19 328.94 344.17 383.83 344.17 370.07 409.31 370.07 406.43 448.54 406.43 436.85 482.09 436.85 444.22 487.99 444.22 491.83 543.95 491.83 465.81 511.63 465.81 574.13 621.15 574.13 638.82 685.72 638.82

kg

kg -326.07 -271.04 0.00 -318.70 -265.20 0.00 -176.65 -147.35 0.00 -188.88 -154.77 0.00 -328.94 -263.89 0.00 -344.17 -271.41 0.00 -370.07 -289.43 0.00 -406.43 -317.16 0.00 -436.85 -340.89 0.00 -444.22 -345.06 0.00 -491.83 -384.63 0.00 -465.81 -361.78 0.00 -574.13 -439.22 0.00 -638.82 -484.88 0.00

kg-m -22422 -18625 77 -19999 -16629 79 -10291 -8577 43 -10432 -8539 51 -16839 -13489 101 -15882 -12498 122 -15214 -11868 144 -14670 -11412 165 -13575 -10552 186 -11565 -8937 207 -10346 -8042 228 -7437 -5720 249 -5620 -4203 408 -1738 -1199 498

kg-m

kg-m

0.00 271.04 326.07 0.00 265.20 318.70 0.00 147.35 176.65 0.00 154.77 188.88 0.00 263.89 328.94 0.00 271.41 344.17 0.00 289.43 370.07 0.00 317.16 406.43 0.00 340.89 436.85 0.00 345.06 444.22 0.00 384.63 491.83 0.00 361.78 465.81 0.00 439.22 574.13 0.00 484.88 638.82

Vx

Vz

OTMx

OTMz

Torque

kg

kg -7404.04 -5858.86 0.00

kg-m -345539 -276302 2787

kg-m

kg-m

0.00 5858.86 7404.04

10:24:50 10/23/13

F

Mast Totals - Service Wind Azimuth °

29 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

-3177 -282266 -351502

2206 3432 2197

-1 -18703 -22500 -13 -16721 -20091 -9 -8628 -10343 -14 -8603 -10497 -44 -13635 -16985 -74 -12695 -16078 -117 -12128 -15475 -178 -11754 -15012 -234 -10972 -13995 -277 -9421 -12048 -347 -8617 -10922 -403 -6372 -8089 -660 -5272 -6689 -806 -2503 -3042

1 68 80 13 75 77 8 40 40 13 49 48 41 109 95 68 142 113 101 178 127 145 221 138 185 263 152 212 291 163 248 325 168 272 346 174 406 508 259 493 614 315

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Discrete Appurtenance Pressures - No Ice Description

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m

Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 Sum Weight:

30 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 2064.00

Offsetx

Offsetz

m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612

m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612

z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000

Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379

qz kPa 1.34 1.34 1.34 1.34 1.33 1.33 1.33 1.33 1.31 1.31 1.31 1.31 1.30 1.30 1.30 1.30 1.28 1.28 1.28 1.28 1.27 1.27 1.27 1.27 1.25 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.21 1.21 1.21 1.21 1.19 1.19 1.19 1.19 1.17 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.13 1.11 1.10 1.09 0.97 0.94

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

GH = 1.077

CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000

CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800

Page

Job

RISATower

31 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.87 70.53

Vz

kg 14.69 10.39 0.00

OTMx

kg 0.00 49.87 70.53

OTMz

kg-m -14.69 -10.39 0.00

Torque

kg-m -1565 -1107 0

kg-m 84 -5228 -7428

-31 -22 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 70.53 49.87 0.00

Vz

kg 0.00 10.39 14.69

OTMx

kg 0.00 10.39 14.69

OTMz

kg-m -70.53 -49.87 0.00

Torque

kg-m -7596 -5396 -84

kg-m 0 -1107 -1565

0 -22 -31

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.87 70.53

Vz

kg 14.69 10.39 0.00

OTMx

kg 0.00 49.87 70.53

OTMz

kg-m -14.69 -10.39 0.00

Torque

kg-m -1565 -1107 0

kg-m -84 -5396 -7596

31 22 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 70.53 49.87 0.00

Vz

kg 0.00 10.39 14.69

OTMx

kg 0.00 10.39 14.69

OTMz

kg-m -70.53 -49.87 0.00

Torque

kg-m -7428 -5228 84

kg-m 0 -1107 -1565

0 22 31

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.47 69.96

Vz

kg 14.57 10.31 0.00

OTMx

kg 0.00 49.47 69.96

OTMz

kg-m -14.57 -10.31 0.00

Torque

kg-m -1508 -1067 0

kg-m 84 -5036 -7157

-31 -22 0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 69.96 49.47 0.00

Vz

kg 0.00 10.31 14.57

OTMx

kg 0.00 10.31 14.57

OTMz

kg-m -69.96 -49.47 0.00

Torque

kg-m -7325 -5204 -84

kg-m 0 -1067 -1508

0 -22 -31

Page

Job

RISATower

32 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.47 69.96

Vz

kg 14.57 10.31 0.00

OTMx

kg 0.00 49.47 69.96

OTMz

kg-m -14.57 -10.31 0.00

Torque

kg-m -1508 -1067 0

kg-m -84 -5204 -7325

31 22 0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 69.96 49.47 0.00

Vz

kg 0.00 10.31 14.57

OTMx

kg 0.00 10.31 14.57

OTMz

kg-m -69.96 -49.47 0.00

Torque

kg-m -7157 -5036 84

kg-m 0 -1067 -1508

0 22 31

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.91 69.17

Vz

kg 14.41 10.19 0.00

OTMx

kg 0.00 48.91 69.17

OTMz

kg-m -14.41 -10.19 0.00

Torque

kg-m -1434 -1014 0

kg-m 84 -4783 -6799

-30 -21 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 69.17 48.91 0.00

Vz

kg 0.00 10.19 14.41

OTMx

kg 0.00 10.19 14.41

OTMz

kg-m -69.17 -48.91 0.00

Torque

kg-m -6967 -4951 -84

kg-m 0 -1014 -1434

0 -21 -30

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.91 69.17

Vz

kg 14.41 10.19 0.00

OTMx

kg 0.00 48.91 69.17

OTMz

kg-m -14.41 -10.19 0.00

Torque

kg-m -1434 -1014 0

kg-m -84 -4951 -6967

30 21 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 69.17 48.91 0.00

Vz

kg 0.00 10.19 14.41

OTMx

kg 0.00 10.19 14.41

OTMz

kg-m -69.17 -48.91 0.00

Torque

kg-m -6799 -4783 84

kg-m 0 -1014 -1434

0 21 30

Page

Job

RISATower

33 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.49 68.57

Vz

kg 14.29 10.10 0.00

OTMx

kg 0.00 48.49 68.57

OTMz

kg-m -14.29 -10.10 0.00

Torque

kg-m -1379 -975 0

kg-m 84 -4595 -6533

-30 -21 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 68.57 48.49 0.00

Vz

kg 0.00 10.10 14.29

OTMx

kg 0.00 10.10 14.29

OTMz

kg-m -68.57 -48.49 0.00

Torque

kg-m -6701 -4763 -84

kg-m 0 -975 -1379

0 -21 -30

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.49 68.57

Vz

kg 14.29 10.10 0.00

OTMx

kg 0.00 48.49 68.57

OTMz

kg-m -14.29 -10.10 0.00

Torque

kg-m -1379 -975 0

kg-m -84 -4763 -6701

30 21 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 68.57 48.49 0.00

Vz

kg 0.00 10.10 14.29

OTMx

kg 0.00 10.10 14.29

OTMz

kg-m -68.57 -48.49 0.00

Torque

kg-m -6533 -4595 84

kg-m 0 -975 -1379

0 21 30

2 ANT TV 0.30x2.0m - Elevation 91 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 47.68 67.43

Vz

kg 14.05 9.93 0.00

OTMx

kg 0.00 47.68 67.43

OTMz

kg-m -14.05 -9.93 0.00

Torque

kg-m -1278 -904 0

kg-m 84 -4255 -6052

-30 -21 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 67.43 47.68 0.00

Vz

kg 0.00 9.93 14.05

OTMx

kg 0.00 9.93 14.05

OTMz

kg-m -67.43 -47.68 0.00

Torque

kg-m -6220 -4423 -84

kg-m 0 -904 -1278

0 -21 -30

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Wind Azimuth °

Fa

Fs

kg 0

Vx

kg 0.00

Vz

kg 14.05

OTMx

kg 0.00

OTMz

kg-m -14.05

Torque

kg-m -1278

kg-m -84

30

Page

Job

RISATower

34 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Wind Azimuth ° 45 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 47.68 67.43

Vz

kg 9.93 0.00

OTMx

kg 47.68 67.43

OTMz

kg-m -9.93 0.00

Torque

kg-m -904 0

kg-m -4423 -6220

21 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face D

Fs

kg

0 45 90

Vx

kg 67.43 47.68 0.00

Vz

kg 0.00 9.93 14.05

OTMx

kg 0.00 9.93 14.05

OTMz

kg-m -67.43 -47.68 0.00

Torque

kg-m -6052 -4255 84

kg-m 0 -904 -1278

0 21 30

2 ANT TV 0.30x2.0m - Elevation 88 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 47.23 66.79

Vz

kg 13.91 9.84 0.00

OTMx

kg 0.00 47.23 66.79

OTMz

kg-m -13.91 -9.84 0.00

Torque

kg-m -1224 -866 0

kg-m 84 -4072 -5793

-29 -21 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 66.79 47.23 0.00

Vz

kg 0.00 9.84 13.91

OTMx

kg 0.00 9.84 13.91

OTMz

kg-m -66.79 -47.23 0.00

Torque

kg-m -5961 -4240 -84

kg-m 0 -866 -1224

0 -21 -29

2 ANT TV 0.30x2.0m - Elevation 88 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 47.23 66.79

Vz

kg 13.91 9.84 0.00

OTMx

kg 0.00 47.23 66.79

OTMz

kg-m -13.91 -9.84 0.00

Torque

kg-m -1224 -866 0

kg-m -84 -4240 -5961

29 21 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 66.79 47.23 0.00

Vz

kg 0.00 9.84 13.91

OTMx

kg 0.00 9.84 13.91

OTMz

kg-m -66.79 -47.23 0.00

Torque

kg-m -5793 -4072 84

kg-m 0 -866 -1224

0 21 29

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 46.60

Vz

kg 13.73 9.71

OTMx

kg 0.00 46.60

OTMz

kg-m -13.73 -9.71

Torque

kg-m -1153 -816

kg-m 84 -3831

-29 -20

Page

Job

RISATower

35 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 65.91

Vz

kg 0.00

OTMx

kg 65.91

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -5452

0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face B

Fs

kg

0 45 90

Vx

kg 65.91 46.60 0.00

Vz

kg 0.00 9.71 13.73

OTMx

kg 0.00 9.71 13.73

OTMz

kg-m -65.91 -46.60 0.00

Torque

kg-m -5620 -3999 -84

kg-m 0 -816 -1153

0 -20 -29

2 ANT TV 0.30x2.0m - Elevation 84 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 46.60 65.91

Vz

kg 13.73 9.71 0.00

OTMx

kg 0.00 46.60 65.91

OTMz

kg-m -13.73 -9.71 0.00

Torque

kg-m -1153 -816 0

kg-m -84 -3999 -5620

29 20 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 65.91 46.60 0.00

Vz

kg 0.00 9.71 13.73

OTMx

kg 0.00 9.71 13.73

OTMz

kg-m -65.91 -46.60 0.00

Torque

kg-m -5452 -3831 84

kg-m 0 -816 -1153

0 20 29

2 ANT TV 0.30x2.0m - Elevation 81 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 46.12 65.23

Vz

kg 13.59 9.61 0.00

OTMx

kg 0.00 46.12 65.23

OTMz

kg-m -13.59 -9.61 0.00

Torque

kg-m -1101 -778 0

kg-m 84 -3652 -5199

-29 -20 0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 65.23 46.12 0.00

Vz

kg 0.00 9.61 13.59

OTMx

kg 0.00 9.61 13.59

OTMz

kg-m -65.23 -46.12 0.00

Torque

kg-m -5367 -3820 -84

kg-m 0 -778 -1101

0 -20 -29

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 46.12

Vz

kg 13.59 9.61

OTMx

kg 0.00 46.12

OTMz

kg-m -13.59 -9.61

Torque

kg-m -1101 -778

kg-m -84 -3820

29 20

Page

Job

RISATower

36 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 65.23

Vz

kg 0.00

OTMx

kg 65.23

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -5367

0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face D

Fs

kg

0 45 90

Vx

kg 65.23 46.12 0.00

Vz

kg 0.00 9.61 13.59

OTMx

kg 0.00 9.61 13.59

OTMz

kg-m -65.23 -46.12 0.00

Torque

kg-m -5199 -3652 84

kg-m 0 -778 -1101

0 20 29

2 ANT TV 0.30x2.0m - Elevation 75 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 45.12 63.81

Vz

kg 13.29 9.40 0.00

OTMx

kg 0.00 45.12 63.81

OTMz

kg-m -13.29 -9.40 0.00

Torque

kg-m -997 -705 0

kg-m 84 -3300 -4702

-28 -20 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 63.81 45.12 0.00

Vz

kg 0.00 9.40 13.29

OTMx

kg 0.00 9.40 13.29

OTMz

kg-m -63.81 -45.12 0.00

Torque

kg-m -4870 -3468 -84

kg-m 0 -705 -997

0 -20 -28

2 ANT TV 0.30x2.0m - Elevation 75 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 45.12 63.81

Vz

kg 13.29 9.40 0.00

OTMx

kg 0.00 45.12 63.81

OTMz

kg-m -13.29 -9.40 0.00

Torque

kg-m -997 -705 0

kg-m -84 -3468 -4870

28 20 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 63.81 45.12 0.00

Vz

kg 0.00 9.40 13.29

OTMx

kg 0.00 9.40 13.29

OTMz

kg-m -63.81 -45.12 0.00

Torque

kg-m -4702 -3300 84

kg-m 0 -705 -997

0 20 28

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 44.51

Vz

kg 13.11 9.27

OTMx

kg 0.00 44.51

OTMz

kg-m -13.11 -9.27

Torque

kg-m -938 -663

kg-m 84 -3098

-28 -19

Page

Job

RISATower

37 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 62.94

Vz

kg 0.00

OTMx

kg 62.94

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -4416

0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B

Fs

kg

0 45 90

Vx

kg 62.94 44.51 0.00

Vz

kg 0.00 9.27 13.11

OTMx

kg 0.00 9.27 13.11

OTMz

kg-m -62.94 -44.51 0.00

Torque

kg-m -4584 -3266 -84

kg-m 0 -663 -938

0 -19 -28

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 44.51 62.94

Vz

kg 13.11 9.27 0.00

OTMx

kg 0.00 44.51 62.94

OTMz

kg-m -13.11 -9.27 0.00

Torque

kg-m -938 -663 0

kg-m -84 -3266 -4584

28 19 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 62.94 44.51 0.00

Vz

kg 0.00 9.27 13.11

OTMx

kg 0.00 9.27 13.11

OTMz

kg-m -62.94 -44.51 0.00

Torque

kg-m -4416 -3098 84

kg-m 0 -663 -938

0 19 28

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 43.78 61.92

Vz

kg 12.90 9.12 0.00

OTMx

kg 0.00 43.78 61.92

OTMz

kg-m -12.90 -9.12 0.00

Torque

kg-m -871 -616 0

kg-m 84 -2871 -4095

-27 -19 0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 61.92 43.78 0.00

Vz

kg 0.00 9.12 12.90

OTMx

kg 0.00 9.12 12.90

OTMz

kg-m -61.92 -43.78 0.00

Torque

kg-m -4263 -3039 -84

kg-m 0 -616 -871

0 -19 -27

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 43.78

Vz

kg 12.90 9.12

OTMx

kg 0.00 43.78

OTMz

kg-m -12.90 -9.12

Torque

kg-m -871 -616

kg-m -84 -3039

27 19

Page

Job

RISATower

38 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 61.92

Vz

kg 0.00

OTMx

kg 61.92

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -4263

0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D

Fs

kg

0 45 90

Vx

kg 61.92 43.78 0.00

Vz

kg 0.00 9.12 12.90

OTMx

kg 0.00 9.12 12.90

OTMz

kg-m -61.92 -43.78 0.00

Torque

kg-m -4095 -2871 84

kg-m 0 -616 -871

0 19 27

2 ANT TV 0.30x2.0m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 43.12 60.98

Vz

kg 12.70 8.98 0.00

OTMx

kg 0.00 43.12 60.98

OTMz

kg-m -12.70 -8.98 0.00

Torque

kg-m -813 -575 0

kg-m 84 -2676 -3819

-27 -19 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 60.98 43.12 0.00

Vz

kg 0.00 8.98 12.70

OTMx

kg 0.00 8.98 12.70

OTMz

kg-m -60.98 -43.12 0.00

Torque

kg-m -3987 -2844 -84

kg-m 0 -575 -813

0 -19 -27

2 ANT TV 0.30x2.0m - Elevation 64 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 43.12 60.98

Vz

kg 12.70 8.98 0.00

OTMx

kg 0.00 43.12 60.98

OTMz

kg-m -12.70 -8.98 0.00

Torque

kg-m -813 -575 0

kg-m -84 -2844 -3987

27 19 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 60.98 43.12 0.00

Vz

kg 0.00 8.98 12.70

OTMx

kg 0.00 8.98 12.70

OTMz

kg-m -60.98 -43.12 0.00

Torque

kg-m -3819 -2676 84

kg-m 0 -575 -813

0 19 27

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 26.33 37.24

Vz

kg 7.02 0.00

OTMx

kg 13.65 26.33

OTMz

kg-m -23.58 -26.33

Torque

kg-m -1440 -1602

kg-m -854 -1602

20 0

Page

Job

RISATower

39 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 26.33

Vz

kg 7.02

OTMx

kg 23.58

OTMz

kg-m -13.65

Torque

kg-m -854

kg-m -1440

-20

2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B

Fs

kg

0 45 90

Vx

kg 25.94 36.69 25.94

Vz

kg 6.92 0.00 6.92

OTMx

kg 13.45 25.94 23.23

OTMz

kg-m -23.23 -25.94 -13.45

Torque

kg-m -1357 -1508 -809

kg-m -809 -1508 -1357

23 0 -23

2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.67 36.31 25.67

Vz

kg 6.85 0.00 6.85

OTMx

kg 13.31 25.67 22.99

OTMz

kg-m -22.99 -25.67 -13.31

Torque

kg-m -1302 -1447 -779

kg-m -779 -1447 -1302

24 0 -24

2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.40 35.92 25.40

Vz

kg 6.77 0.00 6.77

OTMx

kg 13.17 25.40 22.75

OTMz

kg-m -22.75 -25.40 -13.17

Torque

kg-m -1248 -1386 -750

kg-m -750 -1386 -1248

26 0 -26

2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 22.49 31.81 22.49

Vz

kg 6.00 0.00 6.00

OTMx

kg 11.66 22.49 20.15

OTMz

kg-m -20.15 -22.49 -11.66

Torque

kg-m -792 -872 -504

kg-m -504 -872 -792

38 0 -38

2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 21.91 30.98 21.91

Vz

kg 5.84 0.00 5.84

OTMx

kg 11.36 21.91 19.62

OTMz

kg-m -19.62 -21.91 -11.36

Torque

kg-m -723 -793 -466

kg-m -466 -793 -723

Discrete Appurtenance Totals - No Ice

39 0 -39

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

0 45 90

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vx

Vz

OTMx

OTMz

Torque

kg

kg -2049.32 -1503.26 -76.61

kg-m -172291 -124584 -4162

kg-m

kg-m

76.61 1503.26 2049.32

-4162 -124584 -172291

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m

Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000

Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00

Offsetx

Offsetz

m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000

m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000

z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

170 0 -170

Discrete Appurtenance Pressures - Service Description

40 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697

qz kPa 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29

GH = 1.077

CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800

CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m

41 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Description

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 Sum Weight:

Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 2064.00

Offsetx m 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612

Offsetz

z

m -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612

m 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000

Kz

qz

1.658 1.633 1.616 1.599 1.416 1.379

kPa 0.28 0.28 0.28 0.27 0.24 0.23

CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800

Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.47 17.63

Vz

kg 3.67 2.60 0.00

OTMx

kg 0.00 12.47 17.63

OTMz

kg-m -3.67 -2.60 0.00

Torque

kg-m -391 -277 0

kg-m 84 -1244 -1794

-8 -5 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.63 12.47 0.00

Vz

kg 0.00 2.60 3.67

OTMx

kg 0.00 2.60 3.67

OTMz

kg-m -17.63 -12.47 0.00

Torque

kg-m -1962 -1412 -84

kg-m 0 -277 -391

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.47 17.63

Vz

kg 3.67 2.60 0.00

OTMx

kg 0.00 12.47 17.63

OTMz

kg-m -3.67 -2.60 0.00

Torque

kg-m -391 -277 0

kg-m -84 -1412 -1962

8 5 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.63 12.47 0.00

Vz

kg 0.00 2.60 3.67

OTMx

kg 0.00 2.60 3.67

OTMz

kg-m -17.63 -12.47 0.00

Torque

kg-m -1794 -1244 84

kg-m 0 -277 -391

0 5 8

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 12.37 17.49

Vz

kg 3.64 2.58 0.00

OTMx

kg 0.00 12.37 17.49

OTMz

kg-m -3.64 -2.58 0.00

Torque

kg-m -377 -267 0

kg-m 84 -1196 -1726

-8 -5 0

Page

Job

RISATower

42 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.49 12.37 0.00

Vz

kg 0.00 2.58 3.64

OTMx

kg 0.00 2.58 3.64

OTMz

kg-m -17.49 -12.37 0.00

Torque

kg-m -1894 -1364 -84

kg-m 0 -267 -377

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.37 17.49

Vz

kg 3.64 2.58 0.00

OTMx

kg 0.00 12.37 17.49

OTMz

kg-m -3.64 -2.58 0.00

Torque

kg-m -377 -267 0

kg-m -84 -1364 -1894

8 5 0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.49 12.37 0.00

Vz

kg 0.00 2.58 3.64

OTMx

kg 0.00 2.58 3.64

OTMz

kg-m -17.49 -12.37 0.00

Torque

kg-m -1726 -1196 84

kg-m 0 -267 -377

0 5 8

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.23 17.29

Vz

kg 3.60 2.55 0.00

OTMx

kg 0.00 12.23 17.29

OTMz

kg-m -3.60 -2.55 0.00

Torque

kg-m -358 -253 0

kg-m 84 -1133 -1637

-8 -5 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.29 12.23 0.00

Vz

kg 0.00 2.55 3.60

OTMx

kg 0.00 2.55 3.60

OTMz

kg-m -17.29 -12.23 0.00

Torque

kg-m -1805 -1301 -84

kg-m 0 -253 -358

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 12.23 17.29

Vz

kg 3.60 2.55 0.00

OTMx

kg 0.00 12.23 17.29

OTMz

kg-m -3.60 -2.55 0.00

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D

Torque

kg-m -358 -253 0

kg-m -84 -1301 -1805

8 5 0

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Fs

kg

0 45 90

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Fa

43 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 17.29 12.23 0.00

Vz

kg 0.00 2.55 3.60

OTMx

kg 0.00 2.55 3.60

OTMz

kg-m -17.29 -12.23 0.00

Designed by

Ing. C. Londoño M.

Torque

kg-m -1637 -1133 84

10:24:50 10/23/13

kg-m 0 -253 -358

0 5 8

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.12 17.14

Vz

kg 3.57 2.53 0.00

OTMx

kg 0.00 12.12 17.14

OTMz

kg-m -3.57 -2.53 0.00

Torque

kg-m -345 -244 0

kg-m 84 -1086 -1570

-8 -5 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.14 12.12 0.00

Vz

kg 0.00 2.53 3.57

OTMx

kg 0.00 2.53 3.57

OTMz

kg-m -17.14 -12.12 0.00

Torque

kg-m -1738 -1254 -84

kg-m 0 -244 -345

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.12 17.14

Vz

kg 3.57 2.53 0.00

OTMx

kg 0.00 12.12 17.14

OTMz

kg-m -3.57 -2.53 0.00

Torque

kg-m -345 -244 0

kg-m -84 -1254 -1738

8 5 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.14 12.12 0.00

Vz

kg 0.00 2.53 3.57

OTMx

kg 0.00 2.53 3.57

OTMz

kg-m -17.14 -12.12 0.00

Torque

kg-m -1570 -1086 84

kg-m 0 -244 -345

0 5 8

2 ANT TV 0.30x2.0m - Elevation 91 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.92 16.86

Vz

kg 3.51 2.48 0.00

OTMx

kg 0.00 11.92 16.86

OTMz

kg-m -3.51 -2.48 0.00

Torque

kg-m -320 -226 0

kg-m 84 -1001 -1450

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 16.86 11.92

Vz

kg 0.00 2.48

OTMx

kg 0.00 2.48

OTMz

kg-m -16.86 -11.92

Torque

kg-m -1618 -1169

kg-m 0 -226

0 -5

Page

Job

RISATower

44 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 91 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.51

OTMx

kg 3.51

OTMz

kg-m 0.00

Torque

kg-m -84

kg-m -320

-7

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 11.92 16.86

Vz

kg 3.51 2.48 0.00

OTMx

kg 0.00 11.92 16.86

OTMz

kg-m -3.51 -2.48 0.00

Torque

kg-m -320 -226 0

kg-m -84 -1169 -1618

7 5 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.86 11.92 0.00

Vz

kg 0.00 2.48 3.51

OTMx

kg 0.00 2.48 3.51

OTMz

kg-m -16.86 -11.92 0.00

Torque

kg-m -1450 -1001 84

kg-m 0 -226 -320

0 5 7

2 ANT TV 0.30x2.0m - Elevation 88 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.81 16.70

Vz

kg 3.48 2.46 0.00

OTMx

kg 0.00 11.81 16.70

OTMz

kg-m -3.48 -2.46 0.00

Torque

kg-m -306 -216 0

kg-m 84 -955 -1385

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.70 11.81 0.00

Vz

kg 0.00 2.46 3.48

OTMx

kg 0.00 2.46 3.48

OTMz

kg-m -16.70 -11.81 0.00

Torque

kg-m -1553 -1123 -84

kg-m 0 -216 -306

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 88 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.81 16.70

Vz

kg 3.48 2.46 0.00

OTMx

kg 0.00 11.81 16.70

OTMz

kg-m -3.48 -2.46 0.00

Torque

kg-m -306 -216 0

kg-m -84 -1123 -1553

7 5 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 16.70 11.81

Vz

kg 0.00 2.46

OTMx

kg 0.00 2.46

OTMz

kg-m -16.70 -11.81

Torque

kg-m -1385 -955

kg-m 0 -216

0 5

Page

Job

RISATower

45 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 88 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.48

OTMx

kg 3.48

OTMz

kg-m 0.00

Torque

kg-m 84

kg-m -306

7

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 11.65 16.48

Vz

kg 3.43 2.43 0.00

OTMx

kg 0.00 11.65 16.48

OTMz

kg-m -3.43 -2.43 0.00

Torque

kg-m -288 -204 0

kg-m 84 -895 -1300

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.48 11.65 0.00

Vz

kg 0.00 2.43 3.43

OTMx

kg 0.00 2.43 3.43

OTMz

kg-m -16.48 -11.65 0.00

Torque

kg-m -1468 -1063 -84

kg-m 0 -204 -288

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 84 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.65 16.48

Vz

kg 3.43 2.43 0.00

OTMx

kg 0.00 11.65 16.48

OTMz

kg-m -3.43 -2.43 0.00

Torque

kg-m -288 -204 0

kg-m -84 -1063 -1468

7 5 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.48 11.65 0.00

Vz

kg 0.00 2.43 3.43

OTMx

kg 0.00 2.43 3.43

OTMz

kg-m -16.48 -11.65 0.00

Torque

kg-m -1300 -895 84

kg-m 0 -204 -288

0 5 7

2 ANT TV 0.30x2.0m - Elevation 81 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.53 16.31

Vz

kg 3.40 2.40 0.00

OTMx

kg 0.00 11.53 16.31

OTMz

kg-m -3.40 -2.40 0.00

Torque

kg-m -275 -195 0

kg-m 84 -850 -1237

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 16.31 11.53

Vz

kg 0.00 2.40

OTMx

kg 0.00 2.40

OTMz

kg-m -16.31 -11.53

Torque

kg-m -1405 -1018

kg-m 0 -195

0 -5

Page

Job

RISATower

46 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 81 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.40

OTMx

kg 3.40

OTMz

kg-m 0.00

Torque

kg-m -84

kg-m -275

-7

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 11.53 16.31

Vz

kg 3.40 2.40 0.00

OTMx

kg 0.00 11.53 16.31

OTMz

kg-m -3.40 -2.40 0.00

Torque

kg-m -275 -195 0

kg-m -84 -1018 -1405

7 5 0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.31 11.53 0.00

Vz

kg 0.00 2.40 3.40

OTMx

kg 0.00 2.40 3.40

OTMz

kg-m -16.31 -11.53 0.00

Torque

kg-m -1237 -850 84

kg-m 0 -195 -275

0 5 7

2 ANT TV 0.30x2.0m - Elevation 75 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.28 15.95

Vz

kg 3.32 2.35 0.00

OTMx

kg 0.00 11.28 15.95

OTMz

kg-m -3.32 -2.35 0.00

Torque

kg-m -249 -176 0

kg-m 84 -762 -1112

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.95 11.28 0.00

Vz

kg 0.00 2.35 3.32

OTMx

kg 0.00 2.35 3.32

OTMz

kg-m -15.95 -11.28 0.00

Torque

kg-m -1280 -930 -84

kg-m 0 -176 -249

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 75 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.28 15.95

Vz

kg 3.32 2.35 0.00

OTMx

kg 0.00 11.28 15.95

OTMz

kg-m -3.32 -2.35 0.00

Torque

kg-m -249 -176 0

kg-m -84 -930 -1280

7 5 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 15.95 11.28

Vz

kg 0.00 2.35

OTMx

kg 0.00 2.35

OTMz

kg-m -15.95 -11.28

Torque

kg-m -1112 -762

kg-m 0 -176

0 5

Page

Job

RISATower

47 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 75 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.32

OTMx

kg 3.32

OTMz

kg-m 0.00

Torque

kg-m 84

kg-m -249

7

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 11.13 15.74

Vz

kg 3.28 2.32 0.00

OTMx

kg 0.00 11.13 15.74

OTMz

kg-m -3.28 -2.32 0.00

Torque

kg-m -234 -166 0

kg-m 84 -712 -1041

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.74 11.13 0.00

Vz

kg 0.00 2.32 3.28

OTMx

kg 0.00 2.32 3.28

OTMz

kg-m -15.74 -11.13 0.00

Torque

kg-m -1209 -880 -84

kg-m 0 -166 -234

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.13 15.74

Vz

kg 3.28 2.32 0.00

OTMx

kg 0.00 11.13 15.74

OTMz

kg-m -3.28 -2.32 0.00

Torque

kg-m -234 -166 0

kg-m -84 -880 -1209

7 5 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.74 11.13 0.00

Vz

kg 0.00 2.32 3.28

OTMx

kg 0.00 2.32 3.28

OTMz

kg-m -15.74 -11.13 0.00

Torque

kg-m -1041 -712 84

kg-m 0 -166 -234

0 5 7

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.95 15.48

Vz

kg 3.22 2.28 0.00

OTMx

kg 0.00 10.95 15.48

OTMz

kg-m -3.22 -2.28 0.00

Torque

kg-m -218 -154 0

kg-m 84 -655 -961

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 15.48 10.95

Vz

kg 0.00 2.28

OTMx

kg 0.00 2.28

OTMz

kg-m -15.48 -10.95

Torque

kg-m -1129 -823

kg-m 0 -154

0 -5

Page

Job

RISATower

48 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.22

OTMx

kg 3.22

OTMz

kg-m 0.00

Torque

kg-m -84

kg-m -218

-7

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 10.95 15.48

Vz

kg 3.22 2.28 0.00

OTMx

kg 0.00 10.95 15.48

OTMz

kg-m -3.22 -2.28 0.00

Torque

kg-m -218 -154 0

kg-m -84 -823 -1129

7 5 0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.48 10.95 0.00

Vz

kg 0.00 2.28 3.22

OTMx

kg 0.00 2.28 3.22

OTMz

kg-m -15.48 -10.95 0.00

Torque

kg-m -961 -655 84

kg-m 0 -154 -218

0 5 7

2 ANT TV 0.30x2.0m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.78 15.25

Vz

kg 3.18 2.25 0.00

OTMx

kg 0.00 10.78 15.25

OTMz

kg-m -3.18 -2.25 0.00

Torque

kg-m -203 -144 0

kg-m 84 -606 -892

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.25 10.78 0.00

Vz

kg 0.00 2.25 3.18

OTMx

kg 0.00 2.25 3.18

OTMz

kg-m -15.25 -10.78 0.00

Torque

kg-m -1060 -774 -84

kg-m 0 -144 -203

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 64 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.78 15.25

Vz

kg 3.18 2.25 0.00

OTMx

kg 0.00 10.78 15.25

OTMz

kg-m -3.18 -2.25 0.00

Torque

kg-m -203 -144 0

kg-m -84 -774 -1060

7 5 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 15.25 10.78

Vz

kg 0.00 2.25

OTMx

kg 0.00 2.25

OTMz

kg-m -15.25 -10.78

Torque

kg-m -892 -606

kg-m 0 -144

0 5

Page

Job

RISATower

49 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 64 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.18

OTMx

kg 3.18

OTMz

kg-m 0.00

Torque

kg-m 84

kg-m -203

7

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Fs

kg

0 45 90

Vx

kg 6.58 9.31 6.58

Vz

kg 1.76 0.00 1.76

OTMx

kg 3.41 6.58 5.90

OTMz

kg-m -5.90 -6.58 -3.41

Torque

kg-m -396 -437 -250

kg-m -250 -437 -396

5 0 -5

2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.49 9.17 6.49

Vz

kg 1.73 0.00 1.73

OTMx

kg 3.36 6.49 5.81

OTMz

kg-m -5.81 -6.49 -3.36

Torque

kg-m -381 -419 -244

kg-m -244 -419 -381

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.42 9.08 6.42

Vz

kg 1.71 0.00 1.71

OTMx

kg 3.33 6.42 5.75

OTMz

kg-m -5.75 -6.42 -3.33

Torque

kg-m -371 -407 -240

kg-m -240 -407 -371

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.35 8.98 6.35

Vz

kg 1.69 0.00 1.69

OTMx

kg 3.29 6.35 5.69

OTMz

kg-m -5.69 -6.35 -3.29

Torque

kg-m -361 -395 -236

kg-m -236 -395 -361

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 5.62 7.95 5.62

Vz

kg 1.50 0.00 1.50

OTMx

kg 2.92 5.62 5.04

OTMz

kg-m -5.04 -5.62 -2.92

Torque

kg-m -278 -298 -206

kg-m -206 -298 -278

9 0 -9

2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 5.48 7.75

Vz

kg 1.46 0.00

OTMx

kg 2.84 5.48

OTMz

kg-m -4.91 -5.48

Torque

kg-m -266 -284

kg-m -202 -284

10 0

Page

Job

RISATower

50 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B

Wind Azimuth ° 90

Fa

Fs

kg

Vx

kg

Vz

kg

5.48

1.46

OTMx

kg

OTMz

kg-m

4.91

Torque

kg-m

-2.84

-202

kg-m -266

-10

Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -512.33 -375.82 -19.15

kg-m

kg-m

kg-m

19.15 375.82 512.33

-43411 -31484 -1379

-1379 -31484 -43411

43 0 -43

Dish Pressures - No Ice Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000

Dish Description

Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:

HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH

Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96

Offsetx m

Offsetz m

-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231

Kz

-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231

AA m2

1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199

qz kPa

7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669

1.10 1.03 1.03 1.06 1.06 1.00 1.00 0.98 0.96 0.87 0.87 0.82

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 1108.24 1108.24 1108.24

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 783.64 1108.24

HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 1040.49 1040.49 1040.49

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 735.73 1040.49

Vz kg -1108.24 -783.64 0.00

Vz kg -1040.49 -735.73 0.00

OTMx

OTMz

kg-m -59081 -41878 -345

kg-m

OTMx

OTMz

kg-m -44713 -31761 -492

kg-m

345 -41188 -58392

492 -30776 -43728

Torque kg-m -2656 -3757 -2656

Torque kg-m -3563 -5038 -3563

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

CA

51 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 1040.49 1040.49 1040.49

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 735.73 1040.49

10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 1412.31 1412.31 1412.31

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 998.66 1412.31

HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 1070.84 1070.84 1070.84

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 757.20 1070.84

HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 1015.25 1015.25 1015.25

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 717.89 1015.25

10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 1339.00 1339.00 1339.00

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 946.81 1339.00

P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx kg 117.83 117.83 117.83

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 83.32 117.83

HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 619.40 619.40 619.40

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 437.99 619.40

HP10-105 - Elevation 24 - From Leg B

Vz kg -1040.49 -735.73 0.00

Vz kg -1412.31 -998.66 0.00

Vz kg -1070.84 -757.20 0.00

Vz kg -1015.25 -717.89 0.00

Vz kg -1339.00 -946.81 0.00

Vz kg -117.83 -83.32 0.00

Vz kg -619.40 -437.99 0.00

OTMx

OTMz

kg-m -43728 -30776 492

kg-m

OTMx

OTMz

kg-m -66808 -47366 -429

kg-m

OTMx

OTMz

kg-m -49900 -35159 429

kg-m

OTMx

OTMz

kg-m -39053 -27456 542

kg-m

OTMx

OTMz

kg-m -51679 -36384 542

kg-m

OTMx

OTMz

kg-m -4015 -2790 168

kg-m

OTMx

OTMz

kg-m -19945 -13958 496

kg-m

-492 -31761 -44713

429 -46508 -65950

-429 -36017 -50758

-542 -28539 -40136

542 -36384 -51679

-168 -3126 -4351

496 -13958 -19945

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m 3563 5038 3563

Torque kg-m -4214 -5959 -4214

Torque kg-m 3195 4519 3195

Torque kg-m 3824 5408 3824

Torque kg-m -5044 0 5044

Torque kg-m 484 685 484

Torque kg-m -2697 0 2697

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

CS

0.003230 0.003230 0.003230

Wind Azimuth ° 0 45 90

CA

Wind Azimuth ° 0 45 90

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

CM

0.000000 0.000000 0.000000

CA

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM

0.000000 0.000000 0.000000

CM

0.000000 0.000000 0.000000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

CA

52 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

0.000000 0.000000 0.000000

FA

FS

kg 883.75 883.75 883.75

kg

FM

Vx

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 624.90 883.75

kg -883.75 -624.90 0.00

6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 419.54 419.54 419.54

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 296.66 419.54

kg -419.54 -296.66 0.00

4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg 174.37 174.37 174.37

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 123.30 174.37

kg -174.37 -123.30 0.00

OTMx

OTMz

kg-m -21962 -15750 -753

kg-m

OTMx

OTMz

kg-m -10408 -7459 -339

kg-m

OTMx

OTMz

kg-m -2872 -1901 441

kg-m

-753 -15750 -21962

339 -6780 -9730

-441 -2784 -3754

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m 4625 0 -4625

Torque kg-m -2196 -3105 -2196

Torque kg-m 998 1411 998

Dish Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

kg 0.00 7241.83 10241.50

kg -10241.50 -7241.83 0.00

OTMx

OTMz

Torque

kg-m -414166 -292639 751

kg-m

kg-m

-182 -293572 -415099

-3680 -799 2550

Dish Pressures - Service Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000

Dish Description HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH

Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:

Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96

Offsetx m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231

Offsetz m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231

Kz 1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199

Dish Vectors - Service

AA m2 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669

qz kPa 0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.22 0.22 0.20

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

CA

53 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 277.06 277.06 277.06

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 195.91 277.06

HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 260.12 260.12 260.12

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 183.93 260.12

HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 260.12 260.12 260.12

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 183.93 260.12

10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 353.08 353.08 353.08

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 249.66 353.08

HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 267.71 267.71 267.71

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 189.30 267.71

HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 253.81 253.81 253.81

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 179.47 253.81

10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 334.75 334.75 334.75

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 236.70 334.75

P3F-52 - Elevation 35.5 - From Leg C

Vz kg -277.06 -195.91 0.00

Vz kg -260.12 -183.93 0.00

Vz kg -260.12 -183.93 0.00

Vz kg -353.08 -249.66 0.00

Vz kg -267.71 -189.30 0.00

Vz kg -253.81 -179.47 0.00

Vz kg -334.75 -236.70 0.00

OTMx

OTMz

kg-m -15029 -10728 -345

kg-m

OTMx

OTMz

kg-m -11547 -8310 -492

kg-m

OTMx

OTMz

kg-m -10563 -7325 492

kg-m

OTMx

OTMz

kg-m -17024 -12163 -429

kg-m

OTMx

OTMz

kg-m -12153 -8468 429

kg-m

OTMx

OTMz

kg-m -9357 -6458 542

kg-m

OTMx

OTMz

kg-m -12514 -8690 542

kg-m

345 -10039 -14339

492 -7325 -10563

-492 -8310 -11547

429 -11305 -16166

-429 -9326 -13011

-542 -7541 -10440

542 -8690 -12514

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m -664 -939 -664

Torque kg-m -891 -1260 -891

Torque kg-m 891 1260 891

Torque kg-m -1053 -1490 -1053

Torque kg-m 799 1130 799

Torque kg-m 956 1352 956

Torque kg-m -1261 0 1261

Project

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CA 0.003230 0.003230 0.003230

Wind Azimuth ° 0 45 90

CA

CA

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CM

CS

0.003230 0.003230 0.003230

Wind Azimuth ° 0 45 90

0.000000 0.000000 0.000000

CS

CA

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

CM

0.000000 0.000000 0.000000

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM

0.000000 0.000000 0.000000

10:24:50 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

CS

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

CA

54 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

0.000000 0.000000 0.000000

FA

FS

kg 29.46 29.46 29.46

kg

FM kg 0.00 0.00 0.00

0.00 0.00 0.00

Vx

Vz

OTMx

OTMz

kg

kg -29.46 -20.83 0.00

kg-m

kg-m

Vz

OTMx

OTMz

kg-m -4614 -3118 496

kg-m

OTMx

OTMz

kg-m -6055 -4502 -753

kg-m

OTMx

OTMz

kg-m -2857 -2119 -339

kg-m

0.00 20.83 29.46

HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 154.85 154.85 154.85

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 109.50 154.85

HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 220.94 220.94 220.94

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 156.23 220.94

6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 104.89 104.89 104.89

kg

kg 0.00 0.00 0.00

kg -220.94 -156.23 0.00

Vz

kg 0.00 0.00 0.00

kg -154.85 -109.50 0.00

0.00 74.17 104.89

kg -104.89 -74.17 0.00

-878 -572 168

kg 43.59 43.59 43.59

kg -43.59 -30.82 0.00

kg-m

kg-m

kg

kg 0.00 0.00 0.00

0.00 30.82 43.59

-387 -144 441

kg-m 1156 0 -1156

Torque

339 -1441 -2178

OTMz

kg-m -674 0 674

Torque

-753 -4502 -6055

OTMx

kg-m 121 171 121

Torque

496 -3118 -4614

Vz

0.00 0.00 0.00

Torque

-168 -907 -1214

4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg

Ing. C. Londoño M.

kg-m -549 -776 -549

Torque

-441 -1027 -1270

kg-m 249 353 249

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -2560.37 -1810.46 0.00

kg-m -102978 -72596 751

kg-m

kg-m

0.00 1810.46 2560.37

-182 -73529 -103911

-920 -200 638

User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 108

Wind Azimuth °

Offsetx

Offsetz

F

Vx

Vz

OTMx

OTMz

Torque

m

m

kg

kg

kg

kg-m

kg-m

kg-m

Page

Job

RISATower

55 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

CxMANTENIMIENTO - Elevation 108

Wind Azimuth ° 0 45 90

Offsetx

Offsetz

m 0.0000 0.0000 0.0000

F

m 0.0000 0.0000 0.0000

Vx

kg

Vz

kg 0.00 0.00 0.00

OTMx

kg

OTMz

kg-m

0.00 0.00 0.00

Torque

kg-m

0.00 0.00 0.00

0 0 0

kg-m 0 0 0

0 0 0

User Load Totals - No Ice Wind Azimuth °

Vx

Vz

kg

0 45 90

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m

Torque

kg-m

0.00 0.00 0.00

kg-m

0 0 0

0 0 0

0 0 0

User Load Vectors - Service CxMANTENIMIENTO - Elevation 108

Wind Azimuth ° 0 45 90

Offsetx

Offsetz

m 0.0000 0.0000 0.0000

F

m 0.0000 0.0000 0.0000

Vx

kg

Vz

kg 0.00 0.00 0.00

OTMx

kg

OTMz

kg-m

0.00 0.00 0.00

Torque

kg-m

0.00 0.00 0.00

0 0 0

kg-m 0 0 0

0 0 0

User Load Totals - Service Wind Azimuth °

Vx

Vz

kg

0 45 90

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m 0.00 0.00 0.00

Torque

kg-m 0 0 0

kg-m 0 0 0

0 0 0

Force Totals Load Case

Leg Weight Bracing Weight Total Member Self-Weight Total Weight Wind 0 deg - No Ice

Vertical Forces kg 11417.01 17163.18 28580.19 33773.85

Sum of Forces X kg

76.61

Sum of Forces Z kg

-41906.97

Sum of Overturning Moments, Mx kg-m

3087 3087 -1976971

Sum of Overturning Moments, Mz kg-m

-3810 -3810 -7521

Sum of Torques

kg-m

5314

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vertical Forces kg

Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service

Sum of Forces X kg 32180.55 41906.97

Sum of Forces Z kg -32180.55 -76.61

19.15 8045.14 10476.74

-10476.74 -8045.14 -19.15

33773.85

Sum of Overturning Moments, Mx kg-m -1530791 -624 3087 -494714 -383169 -627

Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service

Maximum Member Forces Section No.

Elevation m

Component Type

Condition

T1

108 - 102

Leg

Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy

Diagonal

Top Girt

Mid Girt

T2

102 - 96

Leg

Gov. Load Comb. 3 3 4 4 4 4 4 4 4 3 4 3 4 1 1 3 1 3 4 1 1 3 1 3 3 3 4 4 4

Force kg 447.91 -988.51 -662.66 -104.48 120.54 -120.57 417.46 -475.49 8.59 70.17 5.44 1.09 9.79 0.00 5.62 2.97 10.28 -0.00 65.53 0.00 33.61 8.47 10.28 -0.00 3007.98 -4038.51 -2695.31 722.31 116.74

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Sum of Sum of Torques Overturning Moments, Mz kg-m kg-m -1537688 12931 -1983868 11167 -3810 -1560 1329 -384102 3233 -495647 2792

Load Combinations Comb. No. 1 2 3 4 5 6 7

56 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Load Case

Page

Job

RISATower

Major Axis Moment kg-m 52 -34 -68 0 -68 0 0 0 3 2 3 2 0 0 -8 0 0 0 0 0 -8 0 0 0 38 -35 -50 -1 -50

Minor Axis Moment kg-m 51 -34 -2 68 -2 68 0 0 0 -2 0 -2 0 0 0 0 0 0 0 0 0 0 0 0 38 -34 -1 50 -1

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Component Type

Diagonal

Top Girt

Mid Girt

T3

96 - 90

Leg

Diagonal

Top Girt

Mid Girt

T4

90 - 84

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

57 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx

Gov. Load Comb. 4 4 4 4 3 4 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 4 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3

Force kg -116.73 927.73 -1048.26 206.39 -1033.85 5.51 1.38 165.21 -66.42 50.85 -41.02 -6.94 0.00 342.56 -200.37 73.64 -141.71 10.28 -0.00 7825.45 -9284.10 -6204.51 4643.77 115.54 -115.52 1611.11 -1779.03 573.61 -1770.71 5.67 1.90 579.32 -391.65 97.60 -287.44 10.28 -0.00 864.76 -640.27 117.10 -479.49 10.28 -0.00 14858.33 -16717.70 -8373.98 6715.37 109.69 -109.59 2476.15 -2679.43 2458.63 -2671.12 6.06 3.51 1207.45 -945.95 137.67 -716.36 10.28 -0.00

Major Axis Moment kg-m -1 0 0 3 2 3 2 0 0 -5 0 0 0 0 0 -8 0 0 0 34 -46 -63 -4 -63 -4 0 0 3 1 3 2 0 0 -8 0 0 0 0 0 -8 0 0 0 38 -35 -63 -4 -54 -5 0 0 4 1 4 2 0 0 -8 0 0 0

Minor Axis Moment kg-m 50 0 0 0 -3 0 -3 0 0 0 0 0 0 0 0 0 0 0 0 36 -45 2 63 2 63 0 0 0 -4 1 -4 0 0 0 0 0 0 0 0 0 0 0 0 41 -32 2 63 3 55 0 0 1 -7 1 -7 0 0 0 0 0 0

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T5

84 - 78

Mid Girt

Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension

Leg

Mid Girt

Leg

Diagonal

Top Girt

Mid Girt

T7

72 - 66

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Top Girt

78 - 72

Client

Component Type

Diagonal

T6

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

58 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Gov. Load Comb. 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3

Force kg 1620.81 -1304.25 159.06 -996.35 10.28 -0.00 24195.35 -26631.20 -17718.88 14938.20 -127.08 126.87 3622.78 -3514.98 3605.99 -1630.12 6.52 22.04 1996.25 -1790.72 184.72 -1361.99 10.28 -0.00 2169.99 -2196.40 216.79 -1813.12 13.56 -0.00 37095.46 -39321.57 -26167.04 22688.79 -124.62 124.28 4055.69 -3881.04 4038.18 -1662.51 6.57 20.82 2168.62 -2194.14 195.97 -1815.26 10.28 -0.00 2170.74 -2196.85 173.06 -1774.91 10.28 -0.00 52321.01 -54007.16 -36169.53 31995.29 -118.15 117.89 5503.27

Major Axis Moment kg-m 0 0 -8 0 0 0 35 -39 -55 -11 -53 -8 0 0 5 1 5 3 0 0 -8 0 0 0 0 0 -10 0 0 0 35 -45 -65 -14 -56 -12 0 0 5 1 5 3 0 0 -8 0 0 0 0 0 -8 0 0 0 45 -54 -77 -15 -65 -14 6

Minor Axis Moment kg-m 0 0 0 0 0 0 39 -35 8 56 6 53 0 0 0 -46 0 -46 0 0 0 0 0 0 0 0 0 0 0 0 40 -40 11 66 9 56 0 0 0 -44 0 -44 0 0 0 0 0 0 0 0 0 0 0 0 51 -48 11 78 11 66 -19

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Component Type

Top Girt

Mid Girt

T8

66 - 60

Leg

Diagonal

Top Girt

Mid Girt

T9

60 - 57

Leg

Diagonal

Top Girt

T10

57 - 54

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

59 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression

Gov. Load Comb. 3 3 4 3 4 2 2 1 3 1 3 2 3 1 3 1 3 3 3 3 3 4 4 3 3 3 4 3 4 2 3 1 3 1 3 2 3 1 3 1 3 3 3 3 2 3 4 4 3 4 4 4 4 7 4 4 3 4 3 3 3

Force kg -4315.68 5503.27 -1685.61 7.03 32.67 2189.47 -2303.29 195.41 -2154.82 10.28 -0.00 2183.85 -2342.38 212.95 -2339.62 10.28 -0.00 71218.55 -70331.40 -5396.31 -5224.29 116.56 -116.29 8055.38 -4732.40 8005.45 -1721.25 7.41 46.11 2191.45 -2375.17 228.71 -2374.86 10.28 -0.00 2166.18 -2360.92 267.53 -2360.64 10.28 -0.00 64724.75 -65130.09 -6755.75 39932.53 124.90 -127.07 10105.61 -7205.62 -3229.79 10105.61 5.26 -1.38 665.58 -1390.19 473.96 -575.56 13.49 -1.32 64620.98 -65319.73

Major Axis Moment kg-m 0 6 4 6 4 0 0 -8 0 0 0 0 0 -8 0 0 0 40 -49 -102 87 -91 -37 0 0 7 5 7 5 0 0 -8 0 0 0 0 0 -8 0 0 0 53 -76 -125 -35 -125 -35 0 0 -4 0 0 0 0 0 -10 0 0 0 33 -18

Minor Axis Moment kg-m 0 -19 -69 -19 -69 0 0 0 0 0 0 0 0 0 0 0 0 52 -37 93 -95 31 92 0 0 37 -97 37 -97 0 0 0 0 0 0 0 0 0 0 0 0 39 -39 109 110 109 110 0 0 0 1 0 0 0 0 0 1 0 0 79 -124

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

Component Type

Diagonal

Horizontal

T11

54 - 49

Leg

Diagonal

Top Girt

T12

49 - 44

Leg

Diagonal

Horizontal

Inner Bracing

T13

44 - 39

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

60 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx

Gov. Load Comb. 2 2 3 2 4 3 2 4 2 4 4 3 2 4 2 4 3 3 2 2 4 2 2 2 4 3 4 3 4 4 2 3 2 3 3 3 2 4 2 2 2 2 4 4 4 4 2 2 2 4 2 4 3 3 1 3 1 3 3 3 2

Force kg 39862.71 -45119.55 -120.55 119.30 9866.22 -7347.19 -2885.60 -4945.93 7.22 -1.41 19927.93 -358.25 19745.52 -56.81 11.59 295.97 59350.53 -56320.16 34429.87 -38995.43 440.04 -423.61 7651.62 -8608.84 -1681.82 6529.44 -9.62 -2.57 6543.71 -6440.68 6538.25 -5618.91 -18.77 -1.84 59104.81 -56579.57 34207.36 34218.58 570.92 -550.76 8218.03 -9427.23 127.61 7878.13 13.96 -2.78 742.60 -1010.34 -70.18 641.83 -15.01 14.12 760.99 -818.71 -10.81 760.99 12.48 -0.12 62366.80 -66003.05 37816.44

Major Axis Moment kg-m 145 63 -125 -35 0 0 -7 0 0 0 4 0 6 0 6 0 137 -279 525 53 145 62 0 0 -13 0 0 0 0 0 -20 0 0 0 392 -371 545 -6 525 54 0 0 -21 0 0 0 7 8 9 7 9 7 0 0 -11 0 0 0 388 -239 545

Minor Axis Moment kg-m -44 -144 108 110 0 0 0 1 0 0 -235 0 -234 529 -234 0 29 -368 -60 -503 -42 -144 0 0 0 3 0 0 0 0 0 2 0 0 307 -369 -4 539 -60 -503 0 0 0 4 0 0 -33 -33 31 -33 31 -33 0 0 0 0 0 0 389 -200 -4

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

Component Type

Diagonal

Top Girt

T14

39 - 34

Leg

Diagonal

Horizontal

Inner Bracing

T15

34 - 29

Leg

Diagonal

Top Girt

T16

29 - 24

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

61 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My

Gov. Load Comb. 4 2 4 2 3 4 3 4 3 4 4 4 2 4 2 3 3 2 2 2 2 3 3 4 4 4 4 4 4 2 4 2 4 3 3 1 3 1 3 3 3 4 4 4 4 3 4 4 3 4 3 4 2 4 7 4 7 3 3 2 3

Force kg 37800.56 600.52 611.72 6202.99 -7836.12 1819.32 5406.83 16.89 -3.28 8117.02 -7136.01 -7136.01 -7130.99 33.37 -3.27 62008.38 -66210.84 -44111.91 37312.60 -237.95 258.63 7420.10 -9360.48 3415.74 6908.84 16.77 2.72 1326.20 -1548.56 -70.07 1326.20 -24.97 9.42 61.51 -111.88 -15.25 -111.88 -27.49 0.23 74575.16 -84345.07 -55900.38 46656.96 -413.64 434.63 9094.23 -4367.93 4005.67 8538.65 22.16 3.74 4722.25 -4118.36 -4118.31 468.61 44.02 -4.30 74276.24 -84600.69 46387.87 -6176.15

Major Axis Moment kg-m -5 545 -5 0 0 -25 0 0 0 0 0 -51 0 0 0 213 -145 -319 -31 -319 -31 0 0 -27 0 0 0 17 17 20 17 20 17 0 0 -35 0 0 0 123 -239 -271 -94 -271 -94 0 0 -36 0 0 0 0 0 -89 0 0 0 213 -101 248 -247

Minor Axis Moment kg-m 539 -4 539 0 0 0 5 0 0 0 0 0 5 0 0 256 -99 27 338 27 338 0 0 0 4 0 0 -27 -27 22 -27 22 -27 0 0 0 0 0 0 166 -214 120 285 120 285 0 0 0 -6 0 0 0 0 0 9 0 0 244 -72 52 264

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Component Type

Diagonal

Horizontal

T17

24 - 19

Leg

Diagonal

Top Girt

T18

19 - 14

Leg

Diagonal

Horizontal

T19

14 - 7

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

62 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy

Gov. Load Comb. 2 4 3 4 4 4 4 4 4 4 4 4 4 4 3 3 2 2 2 2 4 4 4 4 4 4 2 4 1 1 1 1 3 3 2 2 2 2 4 4 4 4 4 4 4 2 4 4 4 4 3 3 4 2 4 2 3 3 4 4 4

Force kg 226.10 244.69 8452.68 -4708.77 3997.92 -426.38 27.43 -4.46 14520.23 -587.65 -116.35 -48.89 31.21 68.09 82465.60 -95099.45 -63620.81 48662.90 254.05 -271.91 15346.29 -4311.48 4598.99 15346.29 36.95 -5.99 806.25 -3439.42 112.77 112.77 73.64 7.21 82214.71 -95389.00 -63665.56 48490.48 -267.69 276.24 13563.52 -4893.56 4729.55 -184.92 44.06 -6.65 13869.26 -669.86 -184.20 -97.23 37.65 45.68 76383.44 -89496.16 46683.51 46329.72 -361.59 -401.11 8961.98 -9989.31 -3891.81 -3891.81 43.31

Major Axis Moment kg-m 248 36 0 0 -49 0 0 0 27 28 30 28 30 0 104 -226 -250 -19 -250 -19 0 0 -66 0 0 0 0 0 -185 0 0 0 185 -138 -250 -19 -250 -19 0 0 -86 0 0 0 40 42 42 41 42 0 186 -356 587 -41 587 -41 0 0 -101 0 0

Minor Axis Moment kg-m 52 262 0 0 0 8 0 0 -60 74 298 298 298 0 127 -197 -28 265 -28 265 0 0 0 11 0 0 0 0 0 18 0 0 224 -133 -28 265 -28 265 0 0 0 13 0 0 -166 86 236 236 236 0 186 -294 -8 644 -8 644 0 0 0 34 0

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Top Girt

T20

7-0

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

Leg

Diagonal

Horizontal

Inner Bracing

Condition

Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx

Gov. Load Comb. 4 1 4 1 1 1 1 3 3 4 2 4 2 4 3 4 4 4 4 2 2 2 4 2 4 3 3 1 2 1 2

Force kg -14.78 0.00 -2548.58 -237.01 -237.01 86.48 -18.38 75892.16 -89948.77 46410.15 46048.13 412.04 452.44 8608.40 -10792.57 -9909.51 -10408.76 64.71 17.97 582.14 -960.82 -32.36 560.96 -67.67 30.02 109.53 -362.94 -84.20 103.98 -57.91 0.09

Major Axis Moment kg-m 0 0 0 -259 0 0 0 395 0 587 -34 587 -34 0 0 -186 0 0 0 100 0 103 100 103 100 0 0 -153 0 0 0

Maximum Reactions Location

Condition

Leg D

Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx

Leg C

Leg B

Leg A

63 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2

Vertical kg

Horizontal, X kg

Horizontal, Z kg

8423.31 8423.31 -77649.92 -77649.92 -77649.92 8423.31 64038.89 -46756.87 -46756.87 -46756.87 64038.89 64038.89 94116.52 8463.61 94116.52 8463.61 94116.52 8463.61 63642.47 63642.47

2641.24 2641.24 -19770.69 -19770.69 -19770.69 2641.24 -12858.93 15416.84 15416.84 15416.84 -12858.93 -12858.93 -24163.82 -2587.81 -24163.82 -2587.81 -24163.82 -2587.81 20239.78 20239.78

-2582.73 -2582.73 19408.90 19408.90 19408.90 -2582.73 -20067.77 8283.14 8283.14 8283.14 -20067.77 -20067.77 24559.68 2646.32 24559.68 2646.32 24559.68 2646.32 12570.38 12570.38

Minor Axis Moment kg-m 0 0 0 0 55 0 0 464 0 -2 645 -2 645 0 0 0 -52 0 0 -137 0 93 -138 93 -138 0 0 0 0 0 0

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Max. Hz Min. Vert Min. H x Min. H z

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Condition

64 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Location

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gov. Load Comb. 2 4 4 4

Vertical kg

Horizontal, X kg

Horizontal, Z kg

63642.47 -47144.38 -47144.38 -47144.38

20239.78 -8115.43 -8115.43 -8115.43

12570.38 -15704.74 -15704.74 -15704.74

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Tower Mast Reaction Summary Load Combination

Vertical kg 33773.84 33774.54 33784.20 33774.45 33773.81 33773.81 33773.79

Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service

Shearx

Shearz

kg

kg

-0.02 76.57 32184.71 41975.21 19.15 8045.29 10476.97

-0.03 -41974.86 -32198.07 -76.54 -10476.92 -8045.01 -19.15

Overturning Moment, Mx kg-m 3085 -1989412 -1538042 -601 -494425 -382330 2172

Overturning Moment, Mz kg-m -3809 -7744 -1545166 -1996340 -4747 -389249 -501341

Torque kg-m 0 5328 12939 11176 1331 3239 2796

Solution Summary Load Comb. 1 2 3 4 5 6 7

PX kg -0.00 76.61 32180.55 41906.97 19.15 8045.14 10476.74

Sum of Applied Forces PY kg -33773.85 -33773.85 -33773.85 -33773.85 -33773.85 -33773.85 -33773.85

PZ kg 0.00 -41906.97 -32180.55 -76.61 -10476.74 -8045.14 -19.15

PX kg 0.02 -76.57 -32184.71 -41975.21 -19.15 -8045.29 -10476.97

Sum of Reactions PY kg 33773.84 33774.54 33784.20 33774.45 33773.81 33773.81 33773.79

PZ kg 0.03 41974.86 32198.07 76.54 10476.92 8045.01 19.15

Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7

Converged? Yes No No No Yes Yes Yes

Number of Cycles 11 200 200 200 30 50 29

Displacement Tolerance 0.00000001 0.02804837 0.02683281 0.02804462 0.00011538 0.00011670 0.00014720

Force Tolerance 0.00007908 0.00000000 0.00000000 0.00000000 0.00011409 0.00010564 0.00014563

Maximum Tower Deflections - Service Wind

% Error 0.000% 0.126% 0.037% 0.127% 0.001% 0.001% 0.001%

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation

65 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Horz. Deflection mm 418.03 370.26 322.53 275.38 229.73 186.83 147.56 112.73 84.03 72.82 64.50 50.49 40.27 29.93 22.14 14.58 9.49 4.58 1.93 0.34

Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

Tilt

Twist

° 0.4554 0.4548 0.4507 0.4396 0.4181 0.3826 0.3455 0.2935 0.2246 0.1943 0.1638 0.1394 0.1147 0.0961 0.0805 0.0670 0.0516 0.0388 0.0242 0.0119

° 0.0130 0.0129 0.0128 0.0126 0.0120 0.0112 0.0100 0.0083 0.0062 0.0049 0.0038 0.0037 0.0041 0.0045 0.0028 0.0019 0.0010 0.0008 0.0005 0.0003

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Service Wind Elevation

Appurtenance

m 108.0000 106.5000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000

CxMANTENIMIENTO 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH

Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

Deflection

Tilt

Twist

mm 418.03 406.09 382.21 350.35 326.50 283.17 259.94 229.73 207.87 166.70 144.47 120.93 102.41 79.96 69.87 64.50 61.69 58.78 46.10 37.14 29.93 24.36 22.14 20.58 17.42 9.49 4.58

° 0.4554 0.4554 0.4552 0.4537 0.4513 0.4420 0.4340 0.4181 0.4012 0.3647 0.3419 0.3088 0.2708 0.2144 0.1836 0.1638 0.1567 0.1513 0.1300 0.1083 0.0961 0.0849 0.0805 0.0778 0.0725 0.0516 0.0388

° 0.0130 0.0130 0.0129 0.0129 0.0128 0.0126 0.0124 0.0120 0.0117 0.0106 0.0099 0.0088 0.0077 0.0058 0.0045 0.0038 0.0036 0.0035 0.0038 0.0043 0.0045 0.0034 0.0028 0.0026 0.0022 0.0010 0.0008

Radius of Curvature m Inf Inf Inf 200576 71510 29036 19184 12637 10990 9160 8221 6284 5382 3318 3989 8657 10698 190634 7575 29720 5685 278478 17955 34487 12795 21274 7881

Page

Job

RISATower

66 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Elevation m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0

Horz. Deflection mm 1706.38 1510.51 1314.80 1121.53 934.47 758.83 598.18 455.83 338.79 293.17 259.73 203.38 162.15 120.44 88.95 58.53 38.00 18.42 7.70 1.36

Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Tilt

Twist

° 1.8678 1.8652 1.8480 1.8018 1.7125 1.5657 1.4132 1.1994 0.9127 0.7898 0.6597 0.5617 0.4629 0.3885 0.3263 0.2716 0.2071 0.1557 0.0970 0.0476

° 0.0526 0.0525 0.0521 0.0510 0.0489 0.0456 0.0406 0.0339 0.0251 0.0199 0.0152 0.0150 0.0165 0.0180 0.0114 0.0077 0.0041 0.0033 0.0022 0.0012

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 108.0000 106.5000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000

CxMANTENIMIENTO 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH

Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Deflection

Tilt

Twist

mm 1706.38 1657.43 1559.50 1428.86 1331.06 1153.44 1058.24 934.47 844.95 676.48 585.54 489.33 413.69 322.21 281.27 259.73 248.44 236.75 185.66 149.51 120.44 97.94 88.95 82.66 69.97 38.00 18.42

° 1.8678 1.8677 1.8666 1.8607 1.8504 1.8118 1.7784 1.7125 1.6425 1.4918 1.3989 1.2627 1.1043 0.8716 0.7444 0.6597 0.6297 0.6078 0.5243 0.4371 0.3885 0.3439 0.3263 0.3154 0.2942 0.2071 0.1557

° 0.0526 0.0526 0.0526 0.0524 0.0522 0.0513 0.0505 0.0489 0.0474 0.0433 0.0401 0.0357 0.0312 0.0234 0.0181 0.0152 0.0145 0.0142 0.0155 0.0174 0.0180 0.0135 0.0114 0.0104 0.0089 0.0041 0.0033

Radius of Curvature m 388131 388131 131449 47512 17027 6956 4626 3063 2658 2227 2007 1516 1305 802 943 2126 2576 95162 1889 7408 1421 51927 4629 9052 3186 5718 2015

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

67 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Bolt Design Data Section No.

Elevation

Component Type

Bolt Grade

m T1

T2

T3

T4

T5

T6

T7

T8

T9

108

102

96

90

84

78

72

66

60

Leg

A394T0

mm

Number Of Bolts

16

4

Maximum Load per Bolt kg 145.98

Bolt Size

Allowable Load kg 5528.16

Diagonal

A394T0

16

2

237.75

3699.61

Top Girt

A394T0

16

2

4.89

3699.61

Mid Girt

A394T0

16

2

32.77

3699.61

Leg

A394T0

16

8

561.25

5528.16

Diagonal

A394T0

16

2

524.13

3699.61

Top Girt

A394T0

16

2

82.61

2466.41

Mid Girt

A394T0

16

2

171.28

3699.61

Leg

A394T0

16

8

1594.48

5528.16

Diagonal

A394T0

16

2

889.51

3699.61

Top Girt

A394T0

16

2

289.66

3699.61

Mid Girt

A394T0

16

2

432.38

3699.61

Leg

A394T0

16

12

2121.83

5528.16

Diagonal

A394T0

16

2

1339.71

3699.61

Top Girt

A394T0

16

2

603.72

3699.61

Mid Girt

A394T0

16

2

810.40

3699.61

Leg

A394T0

16

12

3537.39

5528.16

Diagonal

A394T0

16

2

1811.39

3699.61

Top Girt

A394T0

16

2

998.13

3699.61

Mid Girt

A394T0

16

2

1098.20

4932.82

Leg

A394T0

16

16

4108.56

8292.26

Diagonal

A394T0

16

2

2027.84

3699.61

Top Girt

A394T0

16

2

1097.07

3699.61

Mid Girt

A394T0

16

2

1098.42

3699.61

Leg

A394T0

16

16

5800.45

8292.26

Diagonal

A394T0

16

2

2751.64

3699.61

Top Girt

A394T0

16

2

1151.64

3699.61

Mid Girt

A394T0

16

2

1171.19

3699.61

Leg Diagonal

A394T0 A394T0

16 16

10 3

12402.31 2685.13

8292.26 3699.61

Top Girt

A394T0

16

2

1187.59

3699.61

Mid Girt

A394T0

16

2

1180.46

3699.61

Leg

A394T0

19

10

13026.00

9950.69

Diagonal

A394T0

16

3

3368.54

3699.61

Top Girt

A394T0

16

3

463.39

4932.82

Ratio Load Allowable 0.026 0.064 0.001 0.009 0.102 0.142 0.033 0.046 0.288 0.240 0.078 0.117 0.384 0.362 0.163 0.219 0.640 0.490 0.270 0.223 0.495 0.548 0.297 0.297 0.700 0.744 0.311 0.317 1.496 0.726 0.321 0.319 1.309 0.911 0.094

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333 1.333

Bearing Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Section No.

Elevation

Component Type

Page

Job

Project

T11

T12

T13

T14

T15

T16

T17

T18

T19

T20

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

57

Leg

A394T0

19

16

Maximum Load per Bolt kg 8164.98

54

Diagonal Horizontal Leg

A394T0 A394T0 A394T0

16 16 19

2 3 16

4933.09 6642.64 7418.82

3699.61 4932.82 9950.69

Diagonal

A394T0

16

2

4304.42

4932.82

Top Girt

A394T0

16

2

3271.85

4932.82

m T10

49

44

39

34

29

24

19

14

7

68 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Bolt Size mm

Number Of Bolts

Allowable Load kg 9950.69

Leg

A394T0

19

16

7388.11

9950.69

Diagonal

A394T0

16

2

4713.60

4932.82

Horizontal

A394T0

16

2

505.17

4932.82

Leg

A394T0

19

16

8250.39

9950.69

Diagonal

A394T0

16

2

3918.06

4932.82

Top Girt

A394T0

16

2

4058.51

4932.82

Leg

A394T0

19

16

8276.34

9950.69

Diagonal

A394T0

16

2

4680.26

3699.61

Horizontal

A394T0

16

2

774.28

4932.82

Leg

A394T0

19

16

10543.12

9950.69

Diagonal

A394T0

16

2

4547.13

4932.82

Top Girt

A394T0

16

2

2361.13

4932.82

Leg

A394T0

19

16

10575.10

9950.69

Diagonal

A394T0

16

3

2817.56

4932.82

Horizontal

A394T0

16

3

4840.06

4932.82

Leg

A394T0

19

16

11887.44

9950.69

Diagonal

A394T0

16

3

5115.43

4932.82

Top Girt

A394T0

16

2

1719.71

4932.82

Leg Diagonal

A394T0 A394T0

19 16

10 3

19077.78 4521.17

9950.69 4932.82

Horizontal

A394T0

16

3

4623.11

4932.82

Leg Diagonal

A394T0 A394T0

19 16

10 3

17899.21 3329.77

9979.03 4932.82

Top Girt

A394T0

16

2

1274.29

4932.82

Leg Diagonal

A394T0 A394T0

19 16

10 3

17989.75 3597.52

9979.03 4932.82

Horizontal

A394T0

16

3

320.27

4932.82

Ratio Load Allowable 0.821 1.333 1.347 0.746 0.873 0.663 0.742 0.956 0.102 0.829 0.794 0.823 0.832 1.265 0.157 1.060 0.922 0.479 1.063 0.571 0.981 1.195 1.037 0.349 1.917 0.917 0.937 1.794 0.675 0.258 1.803 0.729 0.065

Compression Checks Leg Design Data (Compression)

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Bearing

1.333 1.333 1.333

Member Bearing Member Bearing Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333 1.333

Bearing Member Bearing

1.333

Member Bearing

1.333 1.333

Bolt SS Member Bearing

1.333

Member Bearing

1.333 1.333

Bolt SS Member Bearing

1.333

Member Bearing

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

69 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

T1

m 108 - 102

L102x102x6

m 6.0000

m 3.0000

T2

102 - 96

L102x102x6

6.0000

3.0000

T3

96 - 90

L102x102x6

6.0000

T4

90 - 84

L102x102x6

T5

84 - 78

T6

Fa

A

kPa 123228

74.3 K=0.50

3.0000

6.0000

L102x102x6

78 - 72

T7

Designed by

Ing. C. Londoño M.

mm2 1252

Actual P kg -988.51

Allow. Pa kg 15727.46

Ratio P Pa 0.063

123228

1252

-4038.51

15727.46

0.257

74.3 K=0.50

123228

1252

-9284.09

15727.46

0.590

3.0000

74.3 K=0.50

123228

1252

-16717.70

15727.46

1.063

6.0000

3.0000

74.3 K=0.50

123228

1252

-26631.19

15727.46

1.693

H1-3 (1.69 CR) - 115 L102x102x10

6.0000

3.0000

74.9 K=0.50

137925

1845

-39321.57

25951.16

1.515

72 - 66

H1-3 (1.52 CR) - 143 L102x102x10

6.0000

3.0000

74.9 K=0.50

137925

1845

-54006.99

25951.16

2.081

T8

66 - 60

H1-3 (2.08 CR) - 171 L102x102x10

6.0000

3.0000

74.9 K=0.50

137925

1845

-70331.33

25951.16

2.710

T9

60 - 57

H1-3 (2.71 CR) - 199 L102x102x10

3.0286

3.0286

49.9 K=0.33

167963

1845

-65129.99

31602.88

2.061

T10

57 - 54

H1-3 (2.06 CR) - 227 L102x102x10

3.0286

3.0286

49.9 K=0.33

167963

1845

-65319.59

31602.88

2.067

T11

54 - 49

H1-3 (2.07 CR) - 247 L127x127x10

5.0476

5.0476

66.2 K=0.33

148963

2329

-56320.31

35378.04

1.592

T12

49 - 44

H1-3 (1.59 CR) - 259 L127x127x10

5.0476

5.0476

66.2 K=0.33

148963

2329

-56579.77

35378.04

1.599

T13

44 - 39

H1-3 (1.60 CR) - 279 L127x127x10

5.0477

5.0477

66.2 K=0.33

148962

2329

-66003.15

35377.67

1.866

T14

39 - 34

H1-3 (1.87 CR) - 295 L152x152x10

5.0476

5.0476

55.1 K=0.33

140465

2813

-66210.90

40290.49

1.643

T15

34 - 29

H1-3 (1.64 CR) - 315 L152x152x10

5.0476

5.0476

55.1 K=0.33

140465

2813

-84345.07

40290.49

2.093

T16

29 - 24

H1-3 (2.09 CR) - 331 L152x152x10

5.0476

5.0476

55.1 K=0.33

140465

2813

-84600.90

40290.49

2.100

T17

24 - 19

H1-3 (2.10 CR) - 351 L152x152x10

5.0477

5.0477

55.1 K=0.33

140464

2813

-95099.30

40290.22

2.360

T18

19 - 14

H1-3 (2.36 CR) - 363 L152x152x10

5.0476

5.0476

55.1 K=0.33

140465

2813

-95389.14

40290.49

2.368

T19

14 - 7

H1-3 (2.37 CR) - 383 L152x152x13

7.3093

7.3093

61.0 K=0.25

155488

3710

-89496.07

58818.25

1.522

T20

7-0

bolt (1.79 CR) - 395 L152x152x13

7.3093

7.3093

61.0 K=0.25

155488

3710

-89948.75

58818.25

1.529

bolt (1.80 CR) - 415

Kl/r

10:24:50 10/23/13

74.3 K=0.50

RISATower I . P. DOLMEN S.A.

70 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Diagonal Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 24550

mm 461

Actual P kg -475.49

204.8 K=1.00

24550

461

-1048.26

1154.77

0.908

2.0495

204.8 K=1.00

24550

461

-1779.03

1154.77

1.541

4.2426

2.0495

204.8 K=1.00

24550

461

-2679.43

1154.77

2.320

KL/R > 200 (C) - 100 L51x51x5

4.2426

2.0495

204.8 K=1.00

24550

461

-3514.98

1154.77

3.044

78 - 72

KL/R > 200 (C) - 128 L51x51x5

4.2426

2.0495

204.8 K=1.00

24550

461

-3881.03

1154.77

3.361

T7

72 - 66

KL/R > 200 (C) - 156 L51x51x5

4.2426

2.0495

204.8 K=1.00

24550

461

-4315.68

1154.77

3.737

T8

66 - 60

KL/R > 200 (C) - 184 L51x51x5

4.2426

2.0495

204.8 K=1.00

24550

461

-4732.42

1154.77

4.098

T9

60 - 57

KL/R > 200 (C) - 212 L64x64x5

3.3669

3.2550

164.7 K=1.00

37948

582

-7205.63

2251.87

3.200

T10

57 - 54

H1-3 (3.20 CR) - 240 L64x64x5

3.6663

3.5779

181.1 K=1.00

31408

582

-7347.20

1863.75

3.942

T11

54 - 49

H1-3 (3.94 CR) - 254 L64x64x6

5.4401

5.3112

271.9 K=1.00

13925

768

-8608.82

1090.19

7.897

T12

49 - 44

KL/R > 200 (C) - 273 L64x64x6

5.8850

5.7646

295.1 K=1.00

11821

768

-9427.24

925.43

10.187

T13

44 - 39

KL/R > 200 (C) - 285 L76x76x6

5.8851

5.7647

244.0 K=1.00

17288

929

-7836.13

1637.82

4.784

T14

39 - 34

KL/R > 200 (C) - 309 L76x76x5

6.4490

6.3283

265.3 K=1.00

14625

703

-9360.47

1048.74

8.925

T15

34 - 29

KL/R > 200 (C) - 320 L76x76x6

6.4490

6.3283

267.9 K=1.00

14346

929

-4367.93

1359.06

3.214

T16

29 - 24

KL/R > 200 (C) - 338 L76x76x6

7.1031

6.9958

296.2 K=1.00

11739

929

-4708.79

1112.07

4.234

T17

24 - 19

KL/R > 200 (C) - 354 L102x102x6

7.1032

6.9959

220.3 K=1.00

21207

1252

-4311.48

2706.57

1.593

T18

19 - 14

KL/R > 200 (C) - 370 L102x102x6

7.8255

7.7265

243.4 K=1.00

17386

1252

-4893.58

2218.92

2.205

T1

m 108 - 102

L51x51x5

m 4.2426

m 2.0495

T2

102 - 96

KL/R > 200 (C) - 14 L51x51x5

4.2426

2.0495

T3

96 - 90

KL/R > 200 (C) - 42 L51x51x5

4.2426

T4

90 - 84

KL/R > 200 (C) - 72 L51x51x5

T5

84 - 78

T6

Kl/r

204.8 K=1.00

Fa

A 2

Allow. Pa kg 1154.77

Ratio P Pa 0.412

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

71 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T19

14 - 7

KL/R > 200 (C) - 386 L102x102x6

9.3388

9.2237

290.5 K=1.00

12200

1252

-9989.29

1557.04

6.416

T20

7-0

KL/R > 200 (C) - 408 L102x102x6

11.4788

11.3827

140.9 K=0.25

51845

1252

-10792.55

6616.87

1.631

Allow. Pa kg 4128.09

Ratio P Pa 0.087

H1-3 (1.63 CR) - 422

Horizontal Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 52730

mm 768

Actual P kg -358.26

100.7 K=0.50

88840

768

-1010.34

6955.07

0.145

3.4910

116.1 K=0.50

74720

929

-1548.56

7078.54

0.219

9.0650

4.4563

148.2 K=0.50

46891

929

-587.65

4442.24

0.132

L76x76x6

11.0220

5.4348

180.7 K=0.50

31526

929

-669.86

2986.64

0.224

L102x102x6

14.9750

7.4113

58.7 K=0.16

117550

1252

-960.82

15002.80

0.064

Allow. Pa kg 1965.48

Ratio P Pa 0.034

T10

m 57 - 54

L64x64x6

m 3.5870

m 1.7427

T12

49 - 44

L64x64x6

5.1520

2.5125

T14

39 - 34

L76x76x6

7.1090

T16

29 - 24

L76x76x6

T18

19 - 14

T20

7-0

Kl/r

139.7 K=1.00

Fa

A 2

Top Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 49027

mm 393

Actual P kg -66.42

146.7 K=1.00

47861

582

-391.65

2840.10

0.138

2.8984

146.7 K=1.00

47861

582

-945.95

2840.10

0.333

3.0000

2.8984

146.7 K=1.00

47861

582

-1790.72

2840.10

0.631

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2194.14

2840.10

0.773

72 - 66

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2303.29

2840.10

0.811

T8

66 - 60

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2375.17

2840.10

0.836

T9

60 - 57

L64x64x6

3.0000

2.8984

148.4 K=1.00

46760

768

-1390.19

3660.73

0.380

T11

54 - 49

L64x64x6

4.1740

4.0724

208.5

23686

768

-6440.70

1854.31

3.473

T2

m 102 - 96

L64x64x3

m 3.0000

m 2.8984

T3

96 - 90

L64x64x5

3.0000

2.8984

T4

90 - 84

L64x64x5

3.0000

T5

84 - 78

L64x64x5

T6

78 - 72

T7

Kl/r

144.9 K=1.00

Fa

A 2

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

72 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=1.00 T13

44 - 39

KL/R > 200 (C) - 264 L76x76x6

T15

34 - 29

KL/R > 200 (C) - 300 L76x76x6

8.0870

7.9346

167.9 K=0.50

36502

929

-4118.36

3457.98

1.191

T17

24 - 19

L102x102x6

10.0430

9.8906

155.8 K=0.50

42440

1252

-3439.42

5416.53

0.635

T19

14 - 7

L102x102x6

12.0000

11.8476

186.6 K=0.50

29577

1252

-2548.58

3774.90

0.675

Allow. Pa kg 2840.10

Ratio P Pa 0.071

6.1300

6.0030

254.1 K=1.00

15943

929

-7136.01

1510.35

4.725

Mid Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T2

m 102 - 96

L64x64x5

m 3.0000

m 2.8984

T3

96 - 90

L64x64x5

3.0000

2.8984

T4

90 - 84

L64x64x5

3.0000

T5

84 - 78

L64x64x6

T6

78 - 72

T7 T8

Kl/r

Fa

A

kPa 47861

mm2 582

Actual P kg -200.37

146.7 K=1.00

47861

582

-640.27

2840.10

0.225

2.8984

146.7 K=1.00

47861

582

-1304.26

2840.10

0.459

3.0000

2.8984

148.4 K=1.00

46760

768

-2196.39

3660.73

0.600

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2196.85

2840.10

0.774

72 - 66

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2342.38

2840.10

0.825

66 - 60

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2360.92

2840.10

0.831

Allow. Pa kg 1797.75

Ratio P Pa 0.455

146.7 K=1.00

Inner Bracing Design Data (Compression) Section No.

Elevation

Size

L

Lu

T12

m 49 - 44

L64x64x5

m 3.6430

m 3.6430

T14

39 - 34

L76x76x6

5.0268

5.0268

T20

7-0

L76x76x6

10.5889

10.5889

KL/R > 250 (C) - 425

Kl/r

Fa

A

kPa 30295

mm2 582

Actual P kg -818.71

212.8 K=1.00

22736

929

-111.88

2153.90

0.052

448.3 K=1.00

5124

929

-362.94

485.41

0.748

184.4 K=1.00

Page

Job

RISATower

73 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Tension Checks Leg Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T1

m 108 - 102

L102x102x6

m 6.0000

m 3.0000

94.5

kPa 224080

mm 1010

Actual P kg 447.91

T2

102 - 96

L102x102x6

6.0000

3.0000

94.5

224080

1010

3007.98

23070.85

0.130

T3

96 - 90

L102x102x6

6.0000

3.0000

94.5

224080

1010

7825.47

23070.85

0.339

T4

90 - 84

L102x102x6

6.0000

3.0000

94.5

224080

1010

14858.33

23070.85

0.644

T5

84 - 78

L102x102x6

6.0000

3.0000

94.5

224080

1010

24156.52

23070.85

1.047

T6

78 - 72

L102x102x10

6.0000

3.0000

96.0

224080

1482

37056.51

33869.21

1.094

T7

72 - 66

L102x102x10

6.0000

3.0000

96.0

224080

1482

52320.99

33869.21

1.545

T8

66 - 60

H2-1 (1.54 CR) - 169 L102x102x10

6.0000

3.0000

96.0

224080

1482

71218.56

33869.21

2.103

T9

60 - 57

H2-1 (2.10 CR) - 197 L102x102x10

3.0286

3.0286

96.9

224080

1422

64724.93

32487.16

1.992

T10

57 - 54

H2-1 (1.99 CR) - 225 L102x102x10

3.0286

3.0286

96.9

224080

1422

64621.06

32487.16

1.989

T11

54 - 49

H2-1 (1.99 CR) - 245 L127x127x10

5.0476

5.0476

127.4

224080

1906

59350.76

43543.47

1.363

T12

49 - 44

H2-1 (1.36 CR) - 257 L127x127x10

5.0476

5.0476

127.4

224080

1906

59104.92

43543.47

1.357

T13

44 - 39

H2-1 (1.36 CR) - 277 L127x127x10

5.0477

5.0477

127.4

224080

1906

62366.70

43543.47

1.432

T14

39 - 34

H2-1 (1.43 CR) - 293 L152x152x10

5.0476

5.0476

105.7

224080

2390

62011.99

54599.84

1.136

T15

34 - 29

L152x152x10

5.0476

5.0476

105.7

224080

2390

74575.14

54599.84

1.366

T16

29 - 24

H2-1 (1.37 CR) - 329 L152x152x10

5.0476

5.0476

105.7

224080

2390

74276.23

54599.84

1.360

T17

24 - 19

H2-1 (1.36 CR) - 349 L152x152x10

5.0477

5.0477

105.7

224080

2390

82467.20

54599.84

1.510

T18

19 - 14

H2-1 (1.51 CR) - 361 L152x152x10

5.0476

5.0476

105.7

224080

2390

82214.55

54599.84

1.506

T19

14 - 7

bolt (1.65 CR) - 381 L152x152x13

7.3093

7.3093

154.7

224080

3145

76383.62

71866.29

1.063

T20

7-0

L152x152x13

7.3093

7.3093

154.7

224080

3145

75892.38

71866.29

1.056

2

Allow. Pa kg 23070.85

Ratio P Pa 0.019

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

74 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

mm2

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Actual P kg

Allow. Pa kg

Ratio P Pa

Allow. Pa kg 7005.28

Ratio P Pa 0.060

Diagonal Design Data (Tension) Section No.

Elevation

Size

L

Lu

T1

m 108 - 102

L51x51x5

m 4.2426

T2

102 - 96

L51x51x5

T3

96 - 90

T4

Kl/r

Fa

A

m 2.0495

130.8

kPa 148927

mm2 461

Actual P kg 417.46

4.2426

2.0495

130.8

148927

461

927.73

7005.28

0.132

L51x51x5

4.2426

2.0495

130.8

148927

461

1611.11

7005.28

0.230

90 - 84

L51x51x5

4.2426

2.0495

130.8

148927

461

2476.15

7005.28

0.353

T5

84 - 78

L51x51x5

4.2426

2.0495

130.8

148927

461

3622.78

7005.28

0.517

T6

78 - 72

L51x51x5

4.2426

2.0495

130.8

148927

461

4055.69

7005.28

0.579

T7

72 - 66

L51x51x5

4.2426

2.0495

130.8

148927

461

5503.26

7005.28

0.786

T8

66 - 60

L51x51x5

4.2426

2.0495

130.8

148927

461

8055.39

7005.28

1.150

T9

60 - 57

L64x64x5

3.3669

3.2550

164.7

148927

582

10105.59

8837.43

1.143

T10

57 - 54

L64x64x5

3.6663

3.5779

181.1

148927

582

9866.23

8837.43

1.116

T11

54 - 49

L64x64x6

5.4401

5.3112

271.9

148927

768

7651.61

11659.14

0.656

T12

49 - 44

L64x64x6

5.8850

5.7646

295.1

148927

768

8218.01

11659.14

0.705

T13

44 - 39

L76x76x6

5.8851

5.7647

244.0

148927

929

6202.97

14108.54

0.440

T14

39 - 34

L76x76x5

6.4490

6.3283

265.3

148927

703

7420.09

10679.38

0.695

T15

34 - 29

L76x76x6

6.4490

6.3283

267.9

148927

929

9094.21

14108.54

0.645

T16

29 - 24

L76x76x6

7.1031

6.9958

296.2

148927

929

8452.70

14108.54

0.599

T17

24 - 19

L102x102x6

7.1032

6.9959

220.3

148927

1252

15346.30

19007.34

0.807

T18

19 - 14

L102x102x6

7.8255

7.7265

243.4

148927

1252

13563.50

19007.34

0.714

T19

14 - 7

L102x102x6

9.3388

9.2237

290.5

148927

1252

8961.99

19007.34

0.472

T20

7-0

L102x102x6

11.4788

11.3827

358.5

148927

1252

8608.41

19007.34

0.453

Page

Job

RISATower

75 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Horizontal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T10

m 57 - 54

L64x64x6

m 3.5870

m 1.7427

178.4

kPa 148927

mm 768

Actual P kg 19927.95

T12

49 - 44

H2-1 (1.71 CR) - 242 L64x64x6

5.1520

2.5125

128.6

148927

768

742.60

11659.14

0.064

T14

39 - 34

L76x76x6

7.1090

3.4910

147.8

148927

929

1326.20

14108.54

0.094

T16

29 - 24

L76x76x6

9.0650

4.4563

377.3

148927

929

14520.22

14108.54

1.029

T18

19 - 14

L76x76x6

11.0220

5.4348

460.1

148927

929

13869.27

14108.54

0.983

T20

7-0

L102x102x6

14.9750

7.4113

233.4

148927

1252

582.14

19007.34

0.031

Allow. Pa kg 8837.43

Ratio P Pa 0.001

2

Allow. Pa kg 11659.14

Ratio P Pa 1.709

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 2.8984

146.7

kPa 148927

mm2 582

Actual P kg 9.79

T1

m 108 - 102

L64x64x5

m 3.0000

T2

102 - 96

L64x64x3

3.0000

2.8984

144.9

148927

393

165.21

5970.41

0.028

T3

96 - 90

L64x64x5

3.0000

2.8984

146.7

148927

582

579.32

8837.43

0.066

T4

90 - 84

L64x64x5

3.0000

2.8984

146.7

148927

582

1207.45

8837.43

0.137

T5

84 - 78

L64x64x5

3.0000

2.8984

146.7

148927

582

1996.25

8837.43

0.226

T6

78 - 72

L64x64x5

3.0000

2.8984

146.7

148927

582

2168.62

8837.43

0.245

T7

72 - 66

L64x64x5

3.0000

2.8984

146.7

148927

582

2189.47

8837.43

0.248

T8

66 - 60

L64x64x5

3.0000

2.8984

146.7

148927

582

2191.45

8837.43

0.248

T9

60 - 57

L64x64x6

3.0000

2.8984

148.4

148927

768

473.96

11659.14

0.041

T11

54 - 49

L64x64x6

4.1740

4.0724

208.5

148927

768

6543.71

11659.14

0.561

T13

44 - 39

L76x76x6

6.1300

6.0030

254.1

148927

929

8117.04

14108.54

0.575

T15

34 - 29

L76x76x6

8.0870

7.9346

335.9

148927

929

4722.26

14108.54

0.335

T17

24 - 19

L102x102x6

10.0430

9.8906

311.5

148927

1252

806.26

19007.34

0.042

RISATower I . P. DOLMEN S.A.

76 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Mid Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A 2

T1

m 108 - 102

L64x64x5

m 3.0000

m 2.8984

146.7

kPa 199948

mm 368

Actual P kg 65.53

Allow. Pa kg 7511.45

Ratio P Pa 0.009

T2

102 - 96

L64x64x5

3.0000

2.8984

146.7

199948

368

342.56

7511.45

0.046

T3

96 - 90

L64x64x5

3.0000

2.8984

146.7

199948

368

864.76

7511.45

0.115

T4

90 - 84

L64x64x5

3.0000

2.8984

146.7

199948

368

1620.81

7511.45

0.216

T5

84 - 78

L64x64x6

3.0000

2.8984

148.4

199948

485

2169.99

9890.31

0.219

T6

78 - 72

L64x64x5

3.0000

2.8984

146.7

199948

368

2170.74

7511.45

0.289

T7

72 - 66

L64x64x5

3.0000

2.8984

146.7

199948

368

2183.85

7511.45

0.291

T8

66 - 60

L64x64x5

3.0000

2.8984

146.7

199948

368

2166.18

7511.45

0.288

Allow. Pa kg 8837.43

Ratio P Pa 0.086

Inner Bracing Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 3.6430

184.4

kPa 148927

mm2 582

Actual P kg 760.99

T12

m 49 - 44

L64x64x5

m 3.6430

T14

39 - 34

L76x76x6

5.0268

5.0268

212.8

148927

929

61.51

14108.54

0.004

T20

7-0

L76x76x6

10.5889

10.5889

448.3

148927

929

109.53

14108.54

0.008

RISATower

Page

Job

I . P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

77 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Section Capacity Table Section

Elevation m

Component Type

Size

No. T1

Critical Element

P kg

SF*Pallow kg

% Capacity

108 - 102

T2

102 - 96

T3

96 - 90

T4

90 - 84

T5

84 - 78

T6

78 - 72

T7

72 - 66

T8

66 - 60

T9

60 - 57

T10

57 - 54

T11

54 - 49

T12

49 - 44

T13

44 - 39

T14

39 - 34

Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Inner Bracing Leg Diagonal Top Girt Leg Diagonal Horizontal Inner Bracing

L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x3 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x6 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L64x64x5 L64x64x6 L102x102x10 L64x64x5 L64x64x6 L127x127x10 L64x64x6 L64x64x6 L127x127x10 L64x64x6 L64x64x6 L64x64x5 L127x127x10 L76x76x6 L76x76x6 L152x152x10 L76x76x5 L76x76x6 L76x76x6

3 14 5 10 31 42 36 40 59 72 64 68 87 100 92 96 115 128 120 124 143 156 148 152 171 184 173 177 199 212 204 208 227 240 230 247 254 242 259 273 264 279 285 274 291 295 309 300 315 320 301 328

-988.51 -475.49 5.62 65.53 -4038.51 -1048.26 -66.42 -200.37 -9284.09 -1779.03 -391.65 -640.27 -16717.70 -2679.43 -945.95 -1304.26 -26631.19 -3514.98 -1790.72 -2196.39 -39321.57 -3881.03 -2194.14 -2196.85 -54006.99 -4315.68 -2303.29 -2342.38 -70331.33 -4732.42 -2375.17 -2360.92 -65129.99 -7205.63 -1390.19 -65319.59 -7347.20 19927.95 -56320.31 -8608.82 -6440.70 -56579.77 -9427.24 -1010.34 -818.71 -66003.15 -7836.13 -7136.01 -66210.90 -9360.47 -1548.56 -111.88

20964.70 1539.31 8837.43 10012.76 20964.70 1539.31 2619.99 3785.86 20964.70 1539.31 3785.86 3785.86 20964.70 1539.31 3785.86 3785.86 20964.70 1539.31 3785.86 4879.75 34592.90 1539.31 3785.86 3785.86 34592.90 1539.31 3785.86 3785.86 34592.90 1539.31 3785.86 3785.86 42126.63 3001.75 4879.75 42126.63 2484.38 15541.64 47158.92 1453.23 2471.80 47158.92 1233.60 9271.11 2396.40 47158.44 2183.22 2013.29 53707.22 1397.97 9435.69 2871.15

4.7 30.9 0.3 0.7 19.3 68.1 2.5 5.3 44.3 115.6 10.3 16.9 79.7 174.1 25.0 34.5 127.0 228.3 47.3 45.0 113.7 252.1 58.0 58.0 156.1 280.4 60.8 61.9 203.3 307.4 62.7 62.4 154.6 240.0 28.5 155.1 295.7 128.2 119.4 592.4 260.6 120.0 764.2 10.9 34.2 140.0 358.9 354.4 123.3 669.6 16.4 3.9

Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Fail Fail Fail Fail Fail Fail Fail Fail Pass Pass Fail Fail Fail Fail Fail Pass Pass

RISATower I . P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

No. T15

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

10:24:50 10/23/13 Designed by

Ing. C. Londoño M.

Elevation m

Component Type

Size

Critical Element

P kg

SF*Pallow kg

% Capacity

Pass Fail

34 - 29

L152x152x10 L76x76x6 L76x76x6 L152x152x10 L76x76x6 L76x76x6 L152x152x10 L102x102x6 L102x102x6 L152x152x10 L102x102x6 L76x76x6 L152x152x13

331 338 333 351 354 346 363 370 368 383 386 378 395

-84345.07 -4367.93 -4118.36 -84600.90 -4708.79 14520.22 -95099.30 -4311.48 -3439.42 -95389.14 -4893.58 13869.27 -89496.07

53707.22 1811.62 4609.49 53707.22 1482.39 18806.68 53706.86 3607.86 7220.23 53707.22 2957.83 18806.68 78404.72

157.0 241.1 89.3 157.5 317.6 77.2 177.1 119.5 47.6 177.6 165.4 73.7 114.1 134.6 (b) 481.3 50.6 114.7 135.2 (b) 122.4 4.8 4.9 (b) 56.1 Summary 203.3 764.2

Fail Fail Pass Fail Fail Pass Fail Fail Pass Fail Fail Pass Fail

T16

29 - 24

T17

24 - 19

T18

19 - 14

T19

14 - 7

Leg Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Leg

7-0

Diagonal Top Girt Leg

L102x102x6 L102x102x6 L152x152x13

408 400 415

-9989.29 -2548.58 -89948.75

2075.54 5031.94 78404.72

Diagonal Horizontal

L102x102x6 L102x102x6

422 404

-10792.55 -960.82

8820.29 19998.73

Inner Bracing

L76x76x6

425

-362.94

647.05

T20

78 of 78

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Calle 101 No. 70 G - 25.

Section

Page

Job

Leg (T8) Diagonal (T12) Horizontal (T10) Top Girt (T13) Mid Girt (T8) Inner Bracing (T20) Bolt Checks RATING =

Fail Pass Fail Fail Pass Pass Fail Fail

128.2

Fail

354.4

Fail

62.4

Pass

56.1

Pass

143.8 764.2

Fail Fail

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=108m C. ACTUAL EB. CERRO GAVINETE.eri

Maximum Values

TIA/EIA-222-F - Service - 60 kph

Deflection (mm)

Elevation (m)

0 108.0000

Tilt (deg) 500

0

Twist (deg) 0.5

0

0.05

0.1 108.0000

102.0000

102.0000

96.0000

96.0000

90.0000

90.0000

84.0000

84.0000

78.0000

78.0000

72.0000

72.0000

66.0000

66.0000

60.0000

60.0000

57.0000

57.0000

54.0000

54.0000

49.0000

49.0000

44.0000

44.0000

39.0000

39.0000

34.0000

34.0000

29.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000

14.0000

7.0000

7.0000

0.0000 0

0.0000 500

0

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

0.5

Job:

0

0.05

0.1

DIAGRAMA DE DEFLEXIONES-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-5

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. ACTUAL EB. CERRO GAVINETE\TC108m C. ACTUAL EB. CERRO GAVINETE.eri

Feedline Distribution Chart 0.0000 - 108.0000 Round

108.0000

Flat

Face A

App In Face

App Out Face

Face B

Truss Leg

Face C

Face D

106.0000

106.0000

106.0000

103.0000

103.0000

103.0000

108.0000

102.0000

96.0000

102.0000 99.0000

99.0000

99.0000

96.0000

96.0000

96.0000

91.0000

91.0000

91.0000

88.0000

88.0000

88.0000

84.0000

84.0000

84.0000

81.0000

81.0000

81.0000

96.0000

90.0000

84.0000

90.0000

84.0000

78.0000

78.0000 75.0000

75.0000

75.0000

71.0000

71.0000

71.0000

67.0000

67.0000

67.0000

64.0000

64.0000

64.0000

72.0000

72.0000

66.0000

60.0000

60.0000

42.5000

42.5000

42.5000

39.0000

39.0000

39.0000

35.5000

35.5000

33.0000

33.0000

31.0000

31.0000

44.0000

24.0000

19.0000

19.0000

19.0000

14.0000

39.0000

34.0000

7.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000 7/8 (1 ANT MW E)

24.0000

44.0000

31.0000

1 (4 ANT TV E)

24.0000

33.0000

7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E)

29.0000

35.5000

7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E)

34.0000

1 (4 ANT TV E) 1 (4 ANT TV E)

39.0000

49.0000

1 (8 ANT TV E)

47.0000

1 (8 ANT TV E)

47.0000

1 (8 ANT TV E)

47.0000

49.0000

54.0000

1 (8 ANT TV E)

53.0000 52.0000

1 (8 ANT TV E)

53.0000 52.0000

1 (8 ANT TV E)

53.0000 52.0000

54.0000

1 (8 ANT TV E)

56.0000

1 (8 ANT TV E)

56.0000

1 (8 ANT TV E)

57.0000 56.0000

1 (8 ANT TV E)

57.0000

1 (8 ANT TV E) 1 (8 ANT TV E)

Elevation (m)

66.0000

0.0000

7.0000

0.0000

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

DIAGRAMA CABLES GUIA DE ONDA-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-7

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. ACTUAL EB. CERRO GAVINETE\TC108m C. ACTUAL EB. CERRO GAVINETE.eri

Stress Distribution Chart 0.0000 - 108.0000 > 100%

90%-100%

Elevation (m)

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

108.0000

108.0000

102.0000

102.0000

96.0000

96.0000

90.0000

90.0000

84.0000

84.0000

78.0000

78.0000

72.0000

72.0000

66.0000

66.0000

60.0000

60.0000

57.0000

57.0000

54.0000

54.0000

49.0000

49.0000

44.0000

44.0000

39.0000

39.0000

34.0000

34.0000

29.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000

14.0000

7.0000

7.0000

0.0000

0.0000

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

DIAGRAMA DE ESFUERZOS-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-8

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. ACTUAL EB. CERRO GAVINETE\TC108m C. ACTUAL EB. CERRO GAVINETE.eri

CONDICION NUEVA. EB. CERRO GAVINETE.

DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

886.8

T1

L64x64x5

3

108.0 m

CxMANTENIMIENTO AT15-250 10 P3F-52 HP8-102 2 6 HP10-105 4 ANT FT FTDISH DISH TV (1(1(N) ANT (1 0.30x2.0m 0.30x1.20m (1 ANT (1 ANT ANT ANT MW MW MW MW MW Ø0.90m (E) Ø2.40m (E) Ø3.0m Ø1.80m Ø1.20m Ø3.0m E)E)E)

108 107 106.5 106 103.5 99.5 96.5 91 88 84 81 75 71.5 67.5 64 59 56 54 53 52 47 42.5 39 35.5 34 33 31 24 19 DESIGNED APPURTENANCE LOADING

L64x64x5

860.1

TYPE

886.8

96.0 m

886.8

90.0 m

L51x51x5

T4

18 @ 3

N.A. N.A.

78.0 m

T6

1054.5

L64x64x6

L64x64x5

T5

84.0 m

913.0

T3

L102x102x6

T2

L64x64x3

102.0 m

1054.5

L102x102x10

T7

L64x64x5

72.0 m

556.2

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

81 81

AT15-250 (N) AT15-250 (N)

107 107

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

75 75

AT15-250 (N) AT15-250 (N)

107 107

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

75 75

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

106.5 106.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

71.5 71.5

2 ANT TV 0.30x2.0m (E)

106.5

2 ANT TV 0.30x2.0m (E)

71.5

2 ANT TV 0.30x2.0m (E) AT15-250 (N)

106.5 106

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

71.5 67.5

AT15-250 (N) 2 ANT TV 0.30x2.0m (E)

106 103.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

67.5 67.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

103.5 103.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

67.5 64

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

103.5 99.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

64 64

2 ANT TV 0.30x2.0m (E)

99.5

2 ANT TV 0.30x2.0m (E)

64

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

99.5 99.5

2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)

59 56

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

96.5 96.5

2 ANT TV 0.30x1.20m (E) HP10-105 (1 ANT MW Ø3.0m E)

54 53

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

96.5 96.5

2 ANT TV 0.30x1.20m (E) 10 FT DISH (1 ANT MW Ø3.0m E)

52 47

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

91 91

HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)

47 42.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

91 91

HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)

42.5 39

2 ANT TV 0.30x2.0m (E)

88

10 FT DISH (1 ANT MW Ø3.0m E)

39

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

88 88

P3F-52 (1 ANT MW Ø0.90m E) 2 ANT TV 0.30x1.20m (E)

35.5 34

57.0 m

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

88 84

HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)

33 31

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

84 84

6 FT DISH (1 ANT MW Ø1.80m E) HP10-105 (1 ANT MW Ø3.0m E)

24 24

2 ANT TV 0.30x2.0m (E)

84

4 FT DISH (1 ANT MW Ø1.20m E)

19

593.8

3.587

108 108

1097.9

SYMBOL LIST

6.13

SIZE

MATERIAL STRENGTH

1336.8

A572-50

Fy

Fu

344738 kPa

448159 kPa

GRADE A36

Fy 248211 kPa

Fu 399896 kPa

7.109

1626.8

1. 2. 3. 4.

Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 805.2%

1586.8

34.0 m

1686.8

9.065

29.0 m

2098.0

10.043

24.0 m

2073.4

11.022

19.0 m

MAX. CORNER REACTIONS AT BASE: DOWN: 97327 kg UPLIFT: -80694 kg SHEAR: 35513 kg

3085.2

12

14.0 m

2@7

AXIAL 34148 kg

7.0 m

SHEAR 46752 kg

MOMENT 2259545 kg-m

0.0 m

TORQUE 15565 kg-m REACTIONS - 120 kph WIND

Weight (kg)

17.95

28580.2

3976.1

14.975

MARK

L64x64x6

TOWER DESIGN NOTES

# Panels @ (m)

Face Width (m)

SIZE

A

1265.3

5.152

MARK

39.0 m

8@5

8.087

AT15-250 (N) CxMANTENIMIENTO

GRADE

N.A.

N.A.

L76x76x6

L76x76x6 N.A. L76x76x6 N.A.

81 81

44.0 m

N.A.

L76x76x6 L102x102x6

L76x76x6 Inner Bracing

Horizontals

Mid Girts

Top Girts

Diagonal Grade

Diagonals

Leg Grade

ELEVATION

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

49.0 m

N.A.

L102x102x6 N.A.

T20

Legs

Section

TYPE

108 108

60.0 m

54.0 m

4.174

A L64x64x5

L64x64x6

N.A.

L64x64x6 N.A. L76x76x6 N.A. L76x76x6

N.A.

L102x102x6 N.A.

N.A.

L76x76x6 L102x102x6

L152x152x13

T19

N.A.

A

L64x64x5 A36 L64x64x6 L76x76x6 L76x76x5

L127x127x10 L152x152x10

T18

T17

T16

T15

T14

T13

T12

T11

A572-50

T10

T9

T8

1054.5

66.0 m

ELEVATION

AT15-250 (N) AT15-250 (N)

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

SILUETA DE CALCULO-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-1

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUEVA EB. CERRO GAVINETE\TC108m C. NUEVA EB. CERRO GAVINETE.eri

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

1 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

SALIDA 2 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.

Tower Input Data The main tower is a 4x free standing tower with an overall height of 108.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 3.0000 m at the top and 17.9500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.

Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination

√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing

√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets

RISATower I . P. DOLMEN S.A.

2 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg A

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Leg B

Z

Face D

Leg C

W in d

45

Leg D

X

Face C

Wind 90

Face A

Face B

Wind 0

Square Tower

Tower Section Geometry Tower Section

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Tower Elevation m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

Assembly Database

Description

Section Width

Number of Sections

Section Length

m 3.0000

1

m 6.0000

3.0000

1

6.0000

3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.5870 4.1740 5.1520 6.1300 7.1090 8.0870 9.0650 10.0430 11.0220 12.0000 14.9750

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000

RISATower I . P. DOLMEN S.A.

3 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Section

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Tower Elevation

Diagonal Spacing

Bracing Type

Has Horizontals

Top Girt Offset

Bottom Girt Offset

X Brace

Has K Brace End Panels No

m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

m 3.0000

No

mm 0

mm 0

3.0000

X Brace

No

No

0

0

3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000

X Brace X Brace X Brace X Brace X Brace X Brace K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down

No No No No No No No No No No No No No No No No No No

No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L102x102x6

A572-50 (344738 kPa)

Equal Angle

L51x51x5

A36 (248211 kPa)

Equal Angle

L102x102x6

A572-50 (344738 kPa)

Equal Angle

L51x51x5

A36 (248211 kPa)

Equal Angle

L102x102x6

Equal Angle

L51x51x5

Equal Angle

L102x102x6

Equal Angle

L51x51x5

Equal Angle

L102x102x6

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L64x64x5

Equal Angle

L102x102x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)

Equal Angle

L64x64x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Tower Elevation m T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000

Page

Job

4 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L127x127x10

Equal Angle

L64x64x6

Equal Angle

L127x127x10

Equal Angle

L76x76x6

Equal Angle

L152x152x10

Equal Angle

L76x76x5

Equal Angle

L152x152x10

Equal Angle

L76x76x6

Equal Angle

L152x152x10

Equal Angle

L76x76x6

Equal Angle

L152x152x10

Equal Angle

L102x102x6

Equal Angle

L152x152x10

Equal Angle

L102x102x6

Equal Angle

L152x152x13

Equal Angle

L102x102x6

Equal Angle

L152x152x13

A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)

Equal Angle

L102x102x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T11 54.0000-49.0000 T13 44.0000-39.0000 T15 34.0000-29.0000 T17 24.0000-19.0000 T19 14.0000-7.0000

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

Equal Angle

L64x64x3

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

Equal Angle

L64x64x5

Equal Angle

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x6

Equal Angle

L64x64x6

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle

Bottom Girt Size

Bottom Girt Grade

Page

Job

RISATower

5 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000 T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000

No. of Mid Girts 1

Mid Girt Type

Mid Girt Size

Mid Girt Grade

Horizontal Type

Horizontal Size

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

1

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

1

Equal Angle

L64x64x5

Equal Angle

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x6

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x5

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Equal Angle Equal Angle Solid Round Equal Angle Solid Round Solid Round

8

Equal Angle

L64x64x6

Solid Round

8

Equal Angle

L64x64x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L102x102x6

Horizontal Grade

Tower Section Geometry (cont’d) Tower Elevation m T12 49.0000-44.0000 T14

Secondary Horizontal Type

Solid Round Solid Round

Secondary Horizontal Size

Secondary Horizontal Grade

Inner Bracing Type

Inner Bracing Size

Inner Bracing Grade

A36 (248211 kPa) A36

Equal Angle

L64x64x5

Equal Angle

L76x76x6

A36 (248211 kPa) A36

Project

12:22:04 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m 39.0000-34.0000 T20 7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Secondary Horizontal Type

6 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Secondary Horizontal Size

Secondary Horizontal Grade (248211 kPa) A36 (248211 kPa)

Solid Round

Inner Bracing Type

Inner Bracing Size

Equal Angle

L76x76x6

Ing. C. Londoño M.

Inner Bracing Grade

(248211 kPa) A36 (248211 kPa)

Tower Section Geometry (cont’d) Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00

m2 0.0000

mm 0

0.0000

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0

A36 (248211 kPa)

1

1

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

Page

Job

RISATower

7 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

12:22:04 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Ing. C. Londoño M.

Tower Elevation

Gusset Area (per face)

Gusset Thickness

Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm

m 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000

m2

mm

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

Tower Section Geometry (cont’d) Tower Elevation

m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11

Calc K Single Angles

Calc K Solid Rounds

Legs

X Brace Diags X Y 1 1

K Brace Diags X Y 1 1

No

No

0.5

No

No

0.5

1 1

No

No

0.5

No

No

No

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 0.5

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.33

1 1

1 0.33

1 1

1 0.5

1 1

1 1

1 1

No

No

0.33

1 1

1 0.33

1 1

1 1

1 0.5

1 1

1 1

No

No

0.33

1

1

1

1

1

1

1

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Calc K Single Angles

8 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Calc K Solid Rounds

Legs

X Brace Diags X Y 1

K Brace Diags X Y 0.33

K Factors1 Single Girts Diags

Horiz.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Sec. Horiz.

Inner Brace

X X X X X Y Y Y m Y Y 54.0000-49.00 1 0.5 1 1 1 00 T12 No No 0.33 1 1 1 1 0.5 1 1 49.0000-44.00 1 0.33 1 1 0.5 1 0.5 00 T13 No No 0.33 1 1 1 1 1 1 1 44.0000-39.00 1 0.33 1 0.5 1 1 1 00 T14 No No 0.33 1 1 1 1 0.5 1 1 39.0000-34.00 1 0.33 1 1 0.5 1 0.25 00 T15 No No 0.33 1 1 1 0.5 1 1 1 34.0000-29.00 1 0.33 1 0.25 1 1 1 00 T16 No No 0.33 1 1 1 1 0.5 1 1 29.0000-24.00 1 0.33 1 1 0.25 1 1 00 T17 No No 0.33 1 1 1 0.5 1 1 1 24.0000-19.00 1 0.33 1 0.25 1 1 1 00 T18 No No 0.33 1 1 1 1 0.5 1 1 19.0000-14.00 1 0.33 1 1 0.25 1 1 00 T19 No No 0.25 1 1 1 0.5 1 1 1 14.0000-7.000 1 0.25 1 0.25 1 1 1 0 No No 0.25 1 0.25 1 1 0.25 1 1 T20 1 0.25 1 1 0.16 1 0.25 7.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.

Tower Section Geometry (cont’d) Tower Elevation m

T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00

Leg

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

Mid Girt

U

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Leg

9 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation m

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

1

0

0

1

0

Mid Girt

U

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

Page

Job

RISATower

10 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

12:22:04 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m

T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00

Leg Connection Type

Leg

Diagonal

Bolt Size mm 16 A394T0

No.

Sleeve SS

16 A394T0

Sleeve SS

Top Girt

Bolt Size mm 16 A394T0

No.

8

16 A394T0

16 A394T0

8

Sleeve SS

16 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

2

16 A394T0

2

16 A394T0

16 A394T0

2

16 A394T0

2

12

16 A394T0

2

16 A394T0

16 A394T0

12

16 A394T0

2

Sleeve SS

16 A394T0

16

16 A394T0

Sleeve SS

16 A394T0

16

Sleeve SS

16 A394T0

Sleeve SS

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

10

16 A394T0

3

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

19 A394T0

10

16 A394T0

3

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

10

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

4

2

2

0

2

0

0

Project

12:22:04 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T19 Sleeve SS 14.0000-7.000 0 T20 Sleeve SS 7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Leg Connection Type

11 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation m

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg

Diagonal

Bolt Size mm 19 A394T0

No.

19 A394T0

10

10

Top Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

3

3

Bottom Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

0

2

Mid Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

0

0

Ing. C. Londoño M.

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

16 A394T0

0

0

Bolt Size mm 16 A394T0

No.

16 A394T0

3

0

Bolt Size mm 16 A394T0

No.

16 A394T0

0

Feed Line/Linear Appurtenances - Entered As Round Or Flat Description

1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8

Face Allow or Shield Leg D No

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 106.0000 - 0.0000

1

1

Clear Spacing mm 32

Width or Perimeter Diameter mm mm 32

Weight kglm 0.86

D

No

Ar (CfAe)

103.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

99.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

96.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

91.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

88.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

84.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

81.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

75.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

71.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

67.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

64.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

56.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

52.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

31.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

53.0000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

47.0000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

42.5000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

39.0000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

35.5000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

33.0000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

24.0000 - 0.0000

2

2

28

28

0.80

0

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

(2 ANT MW E) 7/8 (1 ANT MW E) 1 (3 ANT RF N) 1 (4 ANT RF N) 1 (2 ANT RF N)

Face Allow or Shield Leg

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Placement

Total Number

Number Per Row

m

Clear Spacing mm

T1

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Width or Perimeter Diameter mm mm

Weight kglm

C

No

Ar (CfAe)

19.0000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

108.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

107.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

106.0000 - 0.0000

1

1

32

32

0.86

Feed Line/Linear Appurtenances Section Areas Tower Section

12 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Tower Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

T7

72.0000-66.0000

T8

66.0000-60.0000

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

Face

AR

AF

A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C

m2 0.000 0.000 0.476 0.159 0.000 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Weight kg 0.00 0.00 12.95 4.32 0.00 0.00 15.54 12.95 0.00 0.00 15.54 21.58 0.00 0.00 15.54 29.35 0.00 0.00 15.54 38.84 0.00 0.00 15.54 44.02 0.00 0.00 16.40 50.92 0.00 0.00 24.17 51.79 0.00 0.00 12.95 25.89 0.00 0.00 14.67 25.89 0.00 0.00 31.70

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Tower Section

Tower Elevation m

T12

49.0000-44.0000

T13

44.0000-39.0000

T14

39.0000-34.0000

T15

34.0000-29.0000

T16

29.0000-24.0000

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

T20

7.0000-0.0000

Page

Job

13 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Face

AR

AF

D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

m2 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Weight kg 43.16 0.00 0.00 39.05 43.16 0.00 0.00 47.89 43.16 0.00 0.00 59.54 43.16 0.00 0.00 67.29 43.16 0.00 0.00 70.69 43.16 0.00 0.00 78.72 43.16 0.00 0.00 82.74 43.16 0.00 0.00 115.84 60.42 0.00 0.00 115.84 60.42

Feed Line Center of Pressure Section

Elevation

CPX

CPZ

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15

m 108.0000-102.0000 102.0000-96.0000 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000

mm 70 81 78 76 74 73 75 108 109 138 205 285 363 447 516

mm 23 67 109 144 185 207 234 231 218 242 278 317 332 331 339

CPX Ice mm 70 81 78 76 74 73 75 108 109 138 205 285 363 447 516

CPZ Ice mm 23 67 109 144 185 207 234 231 218 242 278 317 332 331 339

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

14 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

12:22:04 10/23/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Section

Elevation

CPX

CPZ

T16 T17 T18 T19 T20

m 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

mm 574 595 683 825 904

mm 359 335 366 442 485

CPX Ice mm 574 595 683 825 904

Ing. C. Londoño M.

CPZ Ice mm 359 335 366 442 485

User Defined Loads Description

Elevation

CxMANTENIMIENTO

m 108.0000

Offset From Centroid m 0.0000

Azimuth Angle

Weight

° 0.0000 No Ice Service

kg 320.00 320.00

Fx

Fz

Wind Force

kg

kg

kg

0.00 0.00

0.00 0.00

CAAC m2 0.0000 0.0000

0.00 0.00

Discrete Tower Loads Description

Face or Leg

Offset Type

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m

B

From Face

Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

Face or Leg

Page

Job

15 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m

A

From Face

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

Face or Leg

Page

Job

16 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m

D

From Face

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

Face or Leg

Page

Job

17 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

AT15-250 (N)

B

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

A

From Leg

AT15-250 (N)

B

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

AT15-250 (N)

B

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.2000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.2000 0.0000 0.0000

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

59.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.0000

No Ice

0.3000

0.0800

24.00

0.0000

54.0000

No Ice

0.3000

0.0800

24.00

0.0000

52.0000

No Ice

0.3000

0.0800

24.00

0.0000

34.0000

No Ice

0.3000

0.0800

24.00

0.0000

31.0000

No Ice

0.3000

0.0800

24.00

0.0000

108.0000

No Ice

0.4750

0.2600

10.00

0.0000

108.0000

No Ice

0.4750

0.2600

10.00

0.0000

107.0000

No Ice

0.4750

0.2600

10.00

0.0000

107.0000

No Ice

0.4750

0.2600

10.00

0.0000

107.0000

No Ice

0.4750

0.2600

10.00

0.0000

107.0000

No Ice

0.4750

0.2600

10.00

0.0000

106.0000

No Ice

0.4750

0.2600

10.00

0.0000

106.0000

No Ice

0.4750

0.2600

10.00

0.0000

108.0000

No Ice

0.4750

0.2600

10.00

Page

Job

RISATower

18 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Dishes Description

Face or Leg

Dish Type

Offset Type

HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) P3F-52 (1 ANT MW Ø0.90m E) HP8-102 (1 ANT MW Ø2.40m E) HP10-105 (1 ANT MW Ø3.0m E) 6 FT DISH (1 ANT MW Ø1.80m E) 4 FT DISH (1 ANT MW Ø1.20m E)

A

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/Shroud (HP)

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/o Radome

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

D

Paraboloid w/o Radome

From Leg

C

Paraboloid w/o Radome

From Leg

D

Paraboloid w/Shroud (HP)

From Leg

B

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/o Radome

From Leg

C

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

Aperture Area

Weight

° Worst

°

m 53.0000

m 3.0480

No Ice

m2 7.2966

kg 143.79

Worst

42.5000

3.0480

No Ice

7.2966

143.79

Worst

42.5000

3.0480

No Ice

7.2966

143.79

Worst

47.0000

3.0480

No Ice

7.2966

143.79

Worst

47.0000

3.0480

No Ice

7.2966

143.79

Worst

39.0000

3.0480

No Ice

7.2966

143.79

Worst

39.0000

3.0480

No Ice

7.2966

143.79

Worst

35.5000

0.9144

No Ice

0.6596

40.82

Worst

33.0000

2.4384

No Ice

4.6693

113.85

Worst

24.0000

3.0480

No Ice

7.2966

143.79

Worst

24.0000

1.8288

No Ice

2.6264

64.86

Worst

19.0000

1.2192

No Ice

1.1669

77.11

Tower Pressures - No Ice GH = 1.077 Section Elevation

z

m T1 108.0000-102. 0000 T2

KZ

qz

AG

m 105.0000

1.955

kPa 1.33

m2 18.337

99.0000

1.922

1.31

18.337

F a c e A B C D A

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420

m2 0.000 0.000 0.476 0.159 0.000

m2 1.219

1.219

Leg %

50.38 50.38 42.09 47.27 50.38

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m 102.0000-96.0 000

m

KZ

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

z

19 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T3 96.0000-90.00 00

93.0000

1.888

1.29

18.337

T4 90.0000-84.00 00

87.0000

1.852

1.26

18.337

T5 84.0000-78.00 00

81.0000

1.815

1.24

18.337

T6 78.0000-72.00 00

75.0000

1.775

1.21

18.345

T7 72.0000-66.00 00

69.0000

1.734

1.18

18.345

T8 66.0000-60.00 00

63.0000

1.689

1.15

18.345

T9 60.0000-57.00 00

58.5000

1.654

1.13

10.054

T10 57.0000-54.00 00

55.5000

1.629

1.11

11.815

T11 54.0000-49.00 00

51.5000

1.595

1.09

23.669

T12 49.0000-44.00 00

46.5000

1.549

1.06

28.559

T13 44.0000-39.00 00

41.5000

1.499

1.02

33.452

T14 39.0000-34.00 00

36.5000

1.445

0.98

38.408

T15 34.0000-29.00 00

31.5000

1.386

0.94

43.298

T16 29.0000-24.00 00

26.5000

1.319

0.90

48.188

T17

21.5000

1.242

0.85

53.080

F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.455 1.455 1.455 1.455 1.549 1.549 1.549 1.549 2.658 2.658 2.658 2.658 2.800 2.800 2.800 2.800 3.142 3.142 3.142 3.142 3.642 3.642 3.642 3.642 4.040 4.040 4.040 4.040 4.269 4.269 4.269 4.269 5.154

m2 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000

m2

1.219

1.219

1.219

1.219

1.219

1.219

0.615

0.615

1.282

1.282

1.282

1.539

1.539

1.539

1.539

Leg %

50.38 40.75 42.09 50.38 50.38 40.75 37.93 50.38 50.38 40.75 34.84 50.38 50.38 40.75 31.68 50.38 50.38 40.75 30.18 50.38 50.38 40.32 28.40 50.38 50.38 36.84 28.19 42.28 42.28 31.86 25.56 39.72 39.72 29.46 24.60 48.23 48.23 33.57 30.20 45.79 45.79 30.37 29.22 40.81 40.81 26.31 27.11 42.24 42.24 26.61 29.42 38.08 38.08 23.83 27.34 36.04 36.04 22.60 26.27 29.85

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m 24.0000-19.00 00

m

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

z

20 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

KZ

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T18 19.0000-14.00 00

16.5000

1.152

0.79

57.973

T19 14.0000-7.000 0

10.5000

1.012

0.69

95.024

T20 7.0000-0.0000

3.5000

1

0.68

115.849

F a c e B C D A B C D A B C D A B C D

AF

AR

Aleg

m2 5.154 5.154 5.154 5.118 5.118 5.118 5.118 6.898 6.898 6.898 6.898 7.861 7.861 7.861 7.861

m2 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223

m2

Leg %

29.85 19.29 22.82 30.06 30.06 19.04 22.94 32.30 32.30 20.17 24.43 28.34 28.34 18.55 22.09

1.539

2.228

2.228

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Tower Pressure - Service GH = 1.077 Section Elevation

z

KZ

qz

AG

m 105.0000

1.955

kPa 0.33

m2 18.337

T2 102.0000-96.0 000

99.0000

1.922

0.33

18.337

T3 96.0000-90.00 00

93.0000

1.888

0.32

18.337

T4 90.0000-84.00 00

87.0000

1.852

0.32

18.337

T5 84.0000-78.00 00

81.0000

1.815

0.31

18.337

T6 78.0000-72.00 00

75.0000

1.775

0.30

18.345

T7 72.0000-66.00 00

69.0000

1.734

0.30

18.345

T8 66.0000-60.00 00

63.0000

1.689

0.29

18.345

m T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420

m2 0.000 0.000 0.476 0.159 0.000 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905

m2 1.219

1.219

1.219

1.219

1.219

1.219

1.219

1.219

Leg %

50.38 50.38 42.09 47.27 50.38 50.38 40.75 42.09 50.38 50.38 40.75 37.93 50.38 50.38 40.75 34.84 50.38 50.38 40.75 31.68 50.38 50.38 40.75 30.18 50.38 50.38 40.32 28.40 50.38 50.38 36.84 28.19

Project

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

KZ

qz

AG

m 58.5000

1.654

kPa 0.28

m2 10.054

T10 57.0000-54.00 00

55.5000

1.629

0.28

11.815

T11 54.0000-49.00 00

51.5000

1.595

0.27

23.669

T12 49.0000-44.00 00

46.5000

1.549

0.26

28.559

T13 44.0000-39.00 00

41.5000

1.499

0.26

33.452

T14 39.0000-34.00 00

36.5000

1.445

0.25

38.408

T15 34.0000-29.00 00

31.5000

1.386

0.24

43.298

T16 29.0000-24.00 00

26.5000

1.319

0.22

48.188

T17 24.0000-19.00 00

21.5000

1.242

0.21

53.080

T18 19.0000-14.00 00

16.5000

1.152

0.20

57.973

T19 14.0000-7.000 0

10.5000

1.012

0.17

95.024

T20 7.0000-0.0000

3.5000

1

0.17

115.849

T9 60.0000-57.00 00

12:22:04 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

z

21 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

AF

AR

Aleg

Leg %

m2 1.455 1.455 1.455 1.455 1.549 1.549 1.549 1.549 2.658 2.658 2.658 2.658 2.800 2.800 2.800 2.800 3.142 3.142 3.142 3.142 3.642 3.642 3.642 3.642 4.040 4.040 4.040 4.040 4.269 4.269 4.269 4.269 5.154 5.154 5.154 5.154 5.118 5.118 5.118 5.118 6.898 6.898 6.898 6.898 7.861 7.861 7.861 7.861

m2 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223

m2 0.615

0.615

1.282

1.282

1.282

1.539

1.539

1.539

1.539

1.539

2.228

2.228

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

42.28 42.28 31.86 25.56 39.72 39.72 29.46 24.60 48.23 48.23 33.57 30.20 45.79 45.79 30.37 29.22 40.81 40.81 26.31 27.11 42.24 42.24 26.61 29.42 38.08 38.08 23.83 27.34 36.04 36.04 22.60 26.27 29.85 29.85 19.29 22.82 30.06 30.06 19.04 22.94 32.30 32.30 20.17 24.43 28.34 28.34 18.55 22.09

Ing. C. Londoño M.

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Tower Forces - No Ice - Wind Normal To Face Section Elevation m T1 108.0000-102.

Add Weight kg 17.26

Self Weight kg 886.77

F a c e A B

e

0.132 0.132

CF

3.291 3.291

RR

0.579 0.579

DF

DR

1 1

1 1

AE

F

m2 2.420 2.420

kg 1250.67

w

kglm 208.45

Ctrl. Face

C

RISATower I . P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

0000 T2 102.0000-96.0 000

28.48

860.10

T3 96.0000-90.00 00

37.11

886.77

T4 90.0000-84.00 00

44.88

886.77

T5 84.0000-78.00 00

54.38

913.02

T6 78.0000-72.00 00

59.56

1054.49

T7 72.0000-66.00 00

67.32

1054.49

T8 66.0000-60.00 00

75.96

1054.49

T9 60.0000-57.00 00

38.84

556.19

T10 57.0000-54.00 00

40.57

593.82

T11 54.0000-49.00 00

74.85

1097.94

T12 49.0000-44.00 00

82.21

1265.32

T13 44.0000-39.00 00

91.05

1336.82

T14 39.0000-34.00 00

102.70

1626.78

T15 34.0000-29.00 00

110.45

1586.80

T16 29.0000-24.00

113.84

1686.83

22 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

12:22:04 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B

e

0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.132 0.132 0.163 0.191 0.132 0.132 0.163 0.21 0.132 0.132 0.163 0.22 0.132 0.132 0.165 0.234 0.132 0.132 0.18 0.236 0.145 0.145 0.192 0.24 0.131 0.131 0.177 0.212 0.112 0.112 0.161 0.179 0.098 0.098 0.148 0.154 0.094 0.094 0.146 0.141 0.095 0.095 0.151 0.136 0.093 0.093 0.149 0.13 0.089 0.089

CF

RR

3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.291 3.291 3.144 3.02 3.291 3.291 3.144 2.938 3.291 3.291 3.144 2.895 3.291 3.291 3.136 2.838 3.291 3.291 3.066 2.831 3.23 3.23 3.014 2.816 3.295 3.295 3.082 2.93 3.388 3.388 3.152 3.07 3.46 3.46 3.215 3.188 3.481 3.481 3.225 3.246 3.477 3.477 3.202 3.271 3.484 3.484 3.209 3.301 3.509 3.509

0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.579 0.579 0.584 0.589 0.579 0.579 0.584 0.592 0.579 0.579 0.584 0.595 0.579 0.579 0.584 0.598 0.579 0.579 0.587 0.598 0.581 0.581 0.589 0.599 0.579 0.579 0.586 0.593 0.576 0.576 0.583 0.586 0.575 0.575 0.581 0.582 0.574 0.574 0.581 0.58 0.575 0.575 0.582 0.579 0.574 0.574 0.581 0.579 0.574 0.574

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Designed by

Ing. C. Londoño M.

AE

F

w

Ctrl. Face

m2 2.698 2.512 2.420 2.420 2.754 2.698 2.420 2.420 2.754 2.885 2.420 2.420 2.754 3.056 2.420 2.420 2.754 3.267 2.420 2.420 2.754 3.383 2.420 2.420 2.772 3.540 2.420 2.420 2.942 3.560 1.455 1.455 1.736 2.026 1.549 1.549 1.866 2.114 2.658 2.658 3.335 3.589 2.800 2.800 3.626 3.724 3.142 3.142 4.147 4.063 3.642 3.642 4.887 4.562 4.040 4.040 5.444 4.958 4.269 4.269

kg

kglm

1245.85

207.64

C

1259.70

209.95

D

1279.67

213.28

D

1304.10

217.35

D

1301.90

216.98

D

1304.29

217.38

D

1274.79

212.47

D

706.60

235.53

D

755.53

251.84

D

1315.75

263.15

D

1376.69

275.34

D

1501.61

300.32

C

1693.41

338.68

C

1812.63

362.53

C

1840.71

368.14

C

RISATower I . P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg

kg

00 T17 24.0000-19.00 00

121.88

2098.02

T18 19.0000-14.00 00

125.90

2073.43

T19 14.0000-7.000 0

176.26

3085.21

T20 7.0000-0.0000

176.26

3976.14

Sum Weight:

1639.76

28580.19

23 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

12:22:04 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e C D A B C D A B C D A B C D A B C D

e

0.141 0.122 0.097 0.097 0.15 0.127 0.088 0.088 0.139 0.116 0.073 0.073 0.116 0.096 0.068 0.068 0.104 0.087

CF

RR

3.246 3.342 3.465 3.465 3.204 3.315 3.51 3.51 3.255 3.371 3.593 3.593 3.368 3.471 3.618 3.618 3.431 3.517

0.58 0.578 0.575 0.575 0.582 0.578 0.574 0.574 0.58 0.577 0.573 0.573 0.577 0.575 0.572 0.572 0.575 0.574

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM

AE m2 5.742 5.186 5.154 5.154 6.795 6.072 5.118 5.118 6.835 6.034 6.898 6.898 9.290 8.175 7.861 7.861 10.247 9.136 1411097 kg-m

Designed by

Ing. C. Londoño M.

F

w

Ctrl. Face

kg

kglm

2025.07

405.01

C

1919.19

383.84

C

2371.78

338.83

C

2632.75

376.11

C

30172.69

Tower Forces - No Ice - Wind 45 To Face Section Elevation

Add Weight

Self Weight

kg 17.26

kg 886.77

T2 102.0000-96.0 000

28.48

860.10

T3 96.0000-90.00 00

37.11

886.77

T4 90.0000-84.00 00

44.88

886.77

T5 84.0000-78.00 00

54.38

913.02

T6 78.0000-72.00 00

59.56

1054.49

T7 72.0000-66.00 00

67.32

1054.49

T8

75.96

1054.49

m T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A

e

0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.132 0.132 0.163 0.191 0.132 0.132 0.163 0.21 0.132 0.132 0.163 0.22 0.132 0.132 0.165 0.234 0.132

CF

RR

DF

DR

3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.291 3.291 3.144 3.02 3.291 3.291 3.144 2.938 3.291 3.291 3.144 2.895 3.291 3.291 3.136 2.838 3.291

0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.579 0.579 0.584 0.589 0.579 0.579 0.584 0.592 0.579 0.579 0.584 0.595 0.579 0.579 0.584 0.598 0.579

1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.099 1.099 1.122 1.143 1.099 1.099 1.122 1.157 1.099 1.099 1.122 1.165 1.099 1.099 1.124 1.176 1.099

1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.099 1.099 1.122 1.143 1.099 1.099 1.122 1.157 1.099 1.099 1.122 1.165 1.099 1.099 1.124 1.176 1.099

AE

F

w

Ctrl. Face

m2 2.660 2.660 3.017 2.777 2.660 2.660 3.091 3.017 2.660 2.660 3.091 3.264 2.660 2.660 3.091 3.493 2.660 2.660 3.091 3.781 2.660 2.660 3.091 3.942 2.660 2.660 3.115 4.162 2.660

kg 1398.84

kglm 233.14

C

1398.29

233.05

C

1425.29

237.55

D

1462.84

243.81

D

1509.41

251.57

D

1516.91

252.82

D

1533.24

255.54

D

1500.21

250.04

D

RISATower I . P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m 66.0000-60.00 00

kg

kg

T9 60.0000-57.00 00

38.84

556.19

T10 57.0000-54.00 00

40.57

593.82

T11 54.0000-49.00 00

74.85

1097.94

T12 49.0000-44.00 00

82.21

1265.32

T13 44.0000-39.00 00

91.05

1336.82

T14 39.0000-34.00 00

102.70

1626.78

T15 34.0000-29.00 00

110.45

1586.80

T16 29.0000-24.00 00

113.84

1686.83

T17 24.0000-19.00 00

121.88

2098.02

T18 19.0000-14.00 00

125.90

2073.43

T19 14.0000-7.000 0

176.26

3085.21

T20 7.0000-0.0000

176.26

3976.14

Sum Weight:

1639.76

28580.19

24 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

12:22:04 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.132 0.18 0.236 0.145 0.145 0.192 0.24 0.131 0.131 0.177 0.212 0.112 0.112 0.161 0.179 0.098 0.098 0.148 0.154 0.094 0.094 0.146 0.141 0.095 0.095 0.151 0.136 0.093 0.093 0.149 0.13 0.089 0.089 0.141 0.122 0.097 0.097 0.15 0.127 0.088 0.088 0.139 0.116 0.073 0.073 0.116 0.096 0.068 0.068 0.104 0.087

CF

RR

DF

DR

3.291 3.066 2.831 3.23 3.23 3.014 2.816 3.295 3.295 3.082 2.93 3.388 3.388 3.152 3.07 3.46 3.46 3.215 3.188 3.481 3.481 3.225 3.246 3.477 3.477 3.202 3.271 3.484 3.484 3.209 3.301 3.509 3.509 3.246 3.342 3.465 3.465 3.204 3.315 3.51 3.51 3.255 3.371 3.593 3.593 3.368 3.471 3.618 3.618 3.431 3.517

0.579 0.587 0.598 0.581 0.581 0.589 0.599 0.579 0.579 0.586 0.593 0.576 0.576 0.583 0.586 0.575 0.575 0.581 0.582 0.574 0.574 0.581 0.58 0.575 0.575 0.582 0.579 0.574 0.574 0.581 0.579 0.574 0.574 0.58 0.578 0.575 0.575 0.582 0.578 0.574 0.574 0.58 0.577 0.573 0.573 0.577 0.575 0.572 0.572 0.575 0.574

1.099 1.135 1.177 1.109 1.109 1.144 1.18 1.098 1.098 1.133 1.159 1.084 1.084 1.121 1.135 1.074 1.074 1.111 1.115 1.07 1.07 1.109 1.106 1.071 1.071 1.113 1.102 1.07 1.07 1.112 1.097 1.066 1.066 1.106 1.091 1.073 1.073 1.113 1.095 1.066 1.066 1.105 1.087 1.054 1.054 1.087 1.072 1.051 1.051 1.078 1.065

1.099 1.135 1.177 1.109 1.109 1.144 1.18 1.098 1.098 1.133 1.159 1.084 1.084 1.121 1.135 1.074 1.074 1.111 1.115 1.07 1.07 1.109 1.106 1.071 1.071 1.113 1.102 1.07 1.07 1.112 1.097 1.066 1.066 1.106 1.091 1.073 1.073 1.113 1.095 1.066 1.066 1.105 1.087 1.054 1.054 1.087 1.072 1.051 1.051 1.078 1.065 OTM

AE m2 2.660 3.340 4.190 1.613 1.613 1.986 2.390 1.702 1.702 2.113 2.450 2.882 2.882 3.739 4.072 3.006 3.006 4.028 4.153 3.363 3.363 4.601 4.494 3.901 3.901 5.438 5.028 4.323 4.323 6.053 5.442 4.553 4.553 6.350 5.658 5.530 5.530 7.560 6.651 5.457 5.457 7.550 6.557 7.273 7.273 10.099 8.763 8.261 8.261 11.043 9.733 1602857 kg-m

F

w

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

833.53

277.84

D

875.52

291.84

D

1492.76

298.55

D

1535.31

307.06

D

1665.67

333.13

C

1884.61

376.92

C

2015.31

403.06

C

2035.74

407.15

C

2253.26

450.65

C

2119.79

423.96

C

2578.52

368.36

C

2837.40

405.34

C

33872.46

Tower Forces - Service - Wind Normal To Face

RISATower I . P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg 17.26

kg 886.77

T2 102.0000-96.0 000

28.48

860.10

T3 96.0000-90.00 00

37.11

886.77

T4 90.0000-84.00 00

44.88

886.77

T5 84.0000-78.00 00

54.38

913.02

T6 78.0000-72.00 00

59.56

1054.49

T7 72.0000-66.00 00

67.32

1054.49

T8 66.0000-60.00 00

75.96

1054.49

T9 60.0000-57.00 00

38.84

556.19

T10 57.0000-54.00 00

40.57

593.82

T11 54.0000-49.00 00

74.85

1097.94

T12 49.0000-44.00 00

82.21

1265.32

T13 44.0000-39.00 00

91.05

1336.82

T14 39.0000-34.00 00

102.70

1626.78

T15 34.0000-29.00 00

110.45

1586.80

T1 108.0000-102. 0000

25 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

12:22:04 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.132 0.132 0.163 0.191 0.132 0.132 0.163 0.21 0.132 0.132 0.163 0.22 0.132 0.132 0.165 0.234 0.132 0.132 0.18 0.236 0.145 0.145 0.192 0.24 0.131 0.131 0.177 0.212 0.112 0.112 0.161 0.179 0.098 0.098 0.148 0.154 0.094 0.094 0.146 0.141 0.095 0.095 0.151 0.136 0.093 0.093 0.149 0.13

CF

RR

3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.291 3.291 3.144 3.02 3.291 3.291 3.144 2.938 3.291 3.291 3.144 2.895 3.291 3.291 3.136 2.838 3.291 3.291 3.066 2.831 3.23 3.23 3.014 2.816 3.295 3.295 3.082 2.93 3.388 3.388 3.152 3.07 3.46 3.46 3.215 3.188 3.481 3.481 3.225 3.246 3.477 3.477 3.202 3.271 3.484 3.484 3.209 3.301

0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.579 0.579 0.584 0.589 0.579 0.579 0.584 0.592 0.579 0.579 0.584 0.595 0.579 0.579 0.584 0.598 0.579 0.579 0.587 0.598 0.581 0.581 0.589 0.599 0.579 0.579 0.586 0.593 0.576 0.576 0.583 0.586 0.575 0.575 0.581 0.582 0.574 0.574 0.581 0.58 0.575 0.575 0.582 0.579 0.574 0.574 0.581 0.579

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 2.420 2.420 2.698 2.512 2.420 2.420 2.754 2.698 2.420 2.420 2.754 2.885 2.420 2.420 2.754 3.056 2.420 2.420 2.754 3.267 2.420 2.420 2.754 3.383 2.420 2.420 2.772 3.540 2.420 2.420 2.942 3.560 1.455 1.455 1.736 2.026 1.549 1.549 1.866 2.114 2.658 2.658 3.335 3.589 2.800 2.800 3.626 3.724 3.142 3.142 4.147 4.063 3.642 3.642 4.887 4.562 4.040 4.040 5.444 4.958

kg 312.67

kglm 52.11

C

311.46

51.91

C

314.92

52.49

D

319.92

53.32

D

326.03

54.34

D

325.48

54.25

D

326.07

54.35

D

318.70

53.12

D

176.65

58.88

D

188.88

62.96

D

328.94

65.79

D

344.17

68.83

D

375.40

75.08

C

423.35

84.67

C

453.16

90.63

C

Project

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Self Weight

kg 113.84

kg 1686.83

T17 24.0000-19.00 00

121.88

2098.02

T18 19.0000-14.00 00

125.90

2073.43

T19 14.0000-7.000 0

176.26

3085.21

T20 7.0000-0.0000

176.26

3976.14

Sum Weight:

1639.76

28580.19

T16 29.0000-24.00 00

12:22:04 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Add Weight

26 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

F a c e A B C D A B C D A B C D A B C D A B C D

e

0.089 0.089 0.141 0.122 0.097 0.097 0.15 0.127 0.088 0.088 0.139 0.116 0.073 0.073 0.116 0.096 0.068 0.068 0.104 0.087

CF

RR

3.509 3.509 3.246 3.342 3.465 3.465 3.204 3.315 3.51 3.51 3.255 3.371 3.593 3.593 3.368 3.471 3.618 3.618 3.431 3.517

0.574 0.574 0.58 0.578 0.575 0.575 0.582 0.578 0.574 0.574 0.58 0.577 0.573 0.573 0.577 0.575 0.572 0.572 0.575 0.574

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 4.269 4.269 5.742 5.186 5.154 5.154 6.795 6.072 5.118 5.118 6.835 6.034 6.898 6.898 9.290 8.175 7.861 7.861 10.247 9.136 352774 kg-m

kg 460.18

kglm 92.04

C

506.27

101.25

C

479.80

95.96

C

592.95

84.71

C

658.19

94.03

C

7543.17

Tower Forces - Service - Wind 45 To Face Section Elevation m

Add Weight

Self Weight

kg 17.26

kg 886.77

T2 102.0000-96.0 000

28.48

860.10

T3 96.0000-90.00 00

37.11

886.77

T4 90.0000-84.00 00

44.88

886.77

T5 84.0000-78.00 00

54.38

913.02

T6 78.0000-72.00 00

59.56

1054.49

T7 72.0000-66.00 00

67.32

1054.49

T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C

e

0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.132 0.132 0.163 0.191 0.132 0.132 0.163 0.21 0.132 0.132 0.163 0.22 0.132 0.132 0.165

CF

3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.291 3.291 3.144 3.02 3.291 3.291 3.144 2.938 3.291 3.291 3.144 2.895 3.291 3.291 3.136

RR

0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.579 0.579 0.584 0.589 0.579 0.579 0.584 0.592 0.579 0.579 0.584 0.595 0.579 0.579 0.584

DF

1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.099 1.099 1.122 1.143 1.099 1.099 1.122 1.157 1.099 1.099 1.122 1.165 1.099 1.099 1.124

DR

1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.099 1.099 1.122 1.143 1.099 1.099 1.122 1.157 1.099 1.099 1.122 1.165 1.099 1.099 1.124

AE

F

w

Ctrl. Face

m2 2.660 2.660 3.017 2.777 2.660 2.660 3.091 3.017 2.660 2.660 3.091 3.264 2.660 2.660 3.091 3.493 2.660 2.660 3.091 3.781 2.660 2.660 3.091 3.942 2.660 2.660 3.115

kg 349.71

kglm 58.28

C

349.57

58.26

C

356.32

59.39

D

365.71

60.95

D

377.35

62.89

D

379.23

63.20

D

383.31

63.88

D

RISATower I . P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

T8 66.0000-60.00 00

75.96

1054.49

T9 60.0000-57.00 00

38.84

556.19

T10 57.0000-54.00 00

40.57

593.82

T11 54.0000-49.00 00

74.85

1097.94

T12 49.0000-44.00 00

82.21

1265.32

T13 44.0000-39.00 00

91.05

1336.82

T14 39.0000-34.00 00

102.70

1626.78

T15 34.0000-29.00 00

110.45

1586.80

T16 29.0000-24.00 00

113.84

1686.83

T17 24.0000-19.00 00

121.88

2098.02

T18 19.0000-14.00 00

125.90

2073.43

T19 14.0000-7.000 0

176.26

3085.21

T20 7.0000-0.0000

176.26

3976.14

Sum Weight:

1639.76

28580.19

27 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

12:22:04 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.234 0.132 0.132 0.18 0.236 0.145 0.145 0.192 0.24 0.131 0.131 0.177 0.212 0.112 0.112 0.161 0.179 0.098 0.098 0.148 0.154 0.094 0.094 0.146 0.141 0.095 0.095 0.151 0.136 0.093 0.093 0.149 0.13 0.089 0.089 0.141 0.122 0.097 0.097 0.15 0.127 0.088 0.088 0.139 0.116 0.073 0.073 0.116 0.096 0.068 0.068 0.104 0.087

CF

RR

DF

DR

2.838 3.291 3.291 3.066 2.831 3.23 3.23 3.014 2.816 3.295 3.295 3.082 2.93 3.388 3.388 3.152 3.07 3.46 3.46 3.215 3.188 3.481 3.481 3.225 3.246 3.477 3.477 3.202 3.271 3.484 3.484 3.209 3.301 3.509 3.509 3.246 3.342 3.465 3.465 3.204 3.315 3.51 3.51 3.255 3.371 3.593 3.593 3.368 3.471 3.618 3.618 3.431 3.517

0.598 0.579 0.579 0.587 0.598 0.581 0.581 0.589 0.599 0.579 0.579 0.586 0.593 0.576 0.576 0.583 0.586 0.575 0.575 0.581 0.582 0.574 0.574 0.581 0.58 0.575 0.575 0.582 0.579 0.574 0.574 0.581 0.579 0.574 0.574 0.58 0.578 0.575 0.575 0.582 0.578 0.574 0.574 0.58 0.577 0.573 0.573 0.577 0.575 0.572 0.572 0.575 0.574

1.176 1.099 1.099 1.135 1.177 1.109 1.109 1.144 1.18 1.098 1.098 1.133 1.159 1.084 1.084 1.121 1.135 1.074 1.074 1.111 1.115 1.07 1.07 1.109 1.106 1.071 1.071 1.113 1.102 1.07 1.07 1.112 1.097 1.066 1.066 1.106 1.091 1.073 1.073 1.113 1.095 1.066 1.066 1.105 1.087 1.054 1.054 1.087 1.072 1.051 1.051 1.078 1.065

1.176 1.099 1.099 1.135 1.177 1.109 1.109 1.144 1.18 1.098 1.098 1.133 1.159 1.084 1.084 1.121 1.135 1.074 1.074 1.111 1.115 1.07 1.07 1.109 1.106 1.071 1.071 1.113 1.102 1.07 1.07 1.112 1.097 1.066 1.066 1.106 1.091 1.073 1.073 1.113 1.095 1.066 1.066 1.105 1.087 1.054 1.054 1.087 1.072 1.051 1.051 1.078 1.065 OTM

AE

F

w

m2 4.162 2.660 2.660 3.340 4.190 1.613 1.613 1.986 2.390 1.702 1.702 2.113 2.450 2.882 2.882 3.739 4.072 3.006 3.006 4.028 4.153 3.363 3.363 4.601 4.494 3.901 3.901 5.438 5.028 4.323 4.323 6.053 5.442 4.553 4.553 6.350 5.658 5.530 5.530 7.560 6.651 5.457 5.457 7.550 6.557 7.273 7.273 10.099 8.763 8.261 8.261 11.043 9.733 400714 kg-m

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

375.05

62.51

D

208.38

69.46

D

218.88

72.96

D

373.19

74.64

D

383.83

76.77

D

416.42

83.28

C

471.15

94.23

C

503.83

100.77

C

508.94

101.79

C

563.32

112.66

C

529.95

105.99

C

644.63

92.09

C

709.35

101.34

C

8468.12

Page

Job

RISATower

28 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Mast Vectors - No Ice Section No. T1

Section Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

T7

72.0000-66.0000

T8

66.0000-60.0000

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

T12

49.0000-44.0000

T13

44.0000-39.0000

T14

39.0000-34.0000

T15

34.0000-29.0000

T16

29.0000-24.0000

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90

Directionality

F

Wind Normal

kg 1250.67

Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

1398.84 1250.67 1245.85 1398.29 1245.85 1259.70 1425.29 1259.70 1279.67 1462.84 1279.67 1304.10 1509.41 1304.10 1301.90 1516.91 1301.90 1304.29 1533.24 1304.29 1274.79 1500.21 1274.79 706.60 833.53 706.60 755.53 875.52 755.53 1315.75 1492.76 1315.75 1376.69 1535.31 1376.69 1501.61 1665.67 1501.61 1693.41 1884.61 1693.41 1812.63 2015.31 1812.63 1840.71 2035.74 1840.71 2025.07 2253.26 2025.07 1919.19 2119.79 1919.19 2371.78 2578.52 2371.78

Vx

Vz

kg

OTMx

OTMz kg-m

0.00

kg -1250.67

kg-m -131314

989.13 1250.67 0.00 988.74 1245.85 0.00 1007.83 1259.70 0.00 1034.38 1279.67 0.00 1067.31 1304.10 0.00 1072.61 1301.90 0.00 1084.16 1304.29 0.00 1060.81 1274.79 0.00 589.39 706.60 0.00 619.09 755.53 0.00 1055.54 1315.75 0.00 1085.63 1376.69 0.00 1177.81 1501.61 0.00 1332.62 1693.41 0.00 1425.04 1812.63 0.00 1439.49 1840.71 0.00 1593.30 2025.07 0.00 1498.92 1919.19 0.00 1823.29 2371.78

-989.13 0.00 -1245.85 -988.74 0.00 -1259.70 -1007.83 0.00 -1279.67 -1034.38 0.00 -1304.10 -1067.31 0.00 -1301.90 -1072.61 0.00 -1304.29 -1084.16 0.00 -1274.79 -1060.81 0.00 -706.60 -589.39 0.00 -755.53 -619.09 0.00 -1315.75 -1055.54 0.00 -1376.69 -1085.63 0.00 -1501.61 -1177.81 0.00 -1693.41 -1332.62 0.00 -1812.63 -1425.04 0.00 -1840.71 -1439.49 0.00 -2025.07 -1593.30 0.00 -1919.19 -1498.92 0.00 -2371.78 -1823.29 0.00

-103852 7 -123319 -97866 20 -117119 -93696 33 -111286 -89947 44 -105574 -86393 59 -97576 -80379 67 -89919 -74730 77 -80233 -66753 79 -41293 -34436 43 -41881 -34309 51 -67660 -54259 101 -63893 -50359 122 -62173 -48735 144 -61645 -48476 165 -56912 -44703 186 -48572 -37940 207 -43311 -34028 228 -31418 -24483 249 -24495 -18736 408

Torque kg-m -20

88

-103878 -131340 -24 -97909 -123362 -24 -93752 -117175 -24 -90015 -111354 -24 -86476 -105656 -24 -80470 -97666 -25 -74832 -90021 -37 -66868 -80349 -22 -34501 -41358 -29 -34388 -41961 -75 -54435 -67836 -111 -50593 -64127 -160 -49039 -62476 -227 -48868 -62037 -290 -45179 -57388 -339 -38485 -49118 -416 -34672 -43955 -477 -25210 -32144 -783 -19927 -25687

92 29 101 146 84 99 189 137 98 228 185 97 277 242 95 300 269 98 335 305 138 360 295 77 193 154 104 235 183 269 510 366 392 653 436 546 819 499 756 1036 561 936 1219 614 1056 1343 661 1205 1482 679 1311 1573 703 1957 2311 1049

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T20

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section Elevation m 7.0000-0.0000

29 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Wind Azimuth ° 0 45 90

Directionality

F

Vx

kg 2632.75 2837.40 2632.75

Wind Normal Wind 90 Wind Normal

Vz

kg 0.00 2006.35 2632.75

kg -2632.75 -2006.35 0.00

OTMx

OTMz

kg-m -8716 -6524 498

kg-m

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Torque

-955 -7977 -10170

kg-m 2381 2787 1276

Mast Totals - No Ice Wind Azimuth °

Vx kg

0 45 90

0.00 23951.45 30172.69

Vz kg -30172.69 -23951.45 0.00

OTMx

OTMz

Torque

kg-m -1408311 -1130605 2787

kg-m

kg-m

-4082 -1137473 -1415179

11803 16089 8727

Mast Vectors - Service Section No. T1

Section Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

T7

72.0000-66.0000

T8

66.0000-60.0000

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90

Directionality

F

Vx

Vz

OTMx

OTMz

kg 312.67

kg

Wind Normal

kg -312.67

kg-m -32824

kg-m

0.00

Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

349.71 312.67 311.46 349.57 311.46 314.92 356.32 314.92 319.92 365.71 319.92 326.03 377.35 326.03 325.48 379.23 325.48 326.07 383.31 326.07 318.70 375.05 318.70 176.65 208.38 176.65 188.88 218.88 188.88 328.94 373.19 328.94

247.28 312.67 0.00 247.19 311.46 0.00 251.96 314.92 0.00 258.60 319.92 0.00 266.83 326.03 0.00 268.15 325.48 0.00 271.04 326.07 0.00 265.20 318.70 0.00 147.35 176.65 0.00 154.77 188.88 0.00 263.89 328.94

-247.28 0.00 -311.46 -247.19 0.00 -314.92 -251.96 0.00 -319.92 -258.60 0.00 -326.03 -266.83 0.00 -325.48 -268.15 0.00 -326.07 -271.04 0.00 -318.70 -265.20 0.00 -176.65 -147.35 0.00 -188.88 -154.77 0.00 -328.94 -263.89 0.00

-25958 7 -30815 -24452 20 -29255 -23399 33 -27788 -22453 44 -26349 -21554 59 -24344 -20045 67 -22422 -18625 77 -19999 -16629 79 -10291 -8577 43 -10432 -8539 51 -16839 -13489 101

Torque kg-m -20

22

-25984 -32850 -24 -24495 -30858 -24 -23456 -29311 -24 -22521 -27856 -24 -21637 -26432 -24 -20135 -24434 -25 -18727 -22524 -37 -16744 -20115 -22 -8641 -10356 -29 -8619 -10512 -75 -13665 -17015

23 7 25 37 21 25 47 34 24 57 46 24 69 60 24 75 67 25 84 76 34 90 74 19 48 39 26 59 46 67 128 92

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T12 T13

44.0000-39.0000

T14

39.0000-34.0000

T15

34.0000-29.0000

T16

29.0000-24.0000

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

T20

7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section Elevation m 49.0000-44.0000

30 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90

Directionality

Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

F

Vx

Vz

OTMx

OTMz

Torque

kg 344.17 383.83 344.17 375.40 416.42 375.40 423.35 471.15 423.35 453.16 503.83 453.16 460.18 508.94 460.18 506.27 563.32 506.27 479.80 529.95 479.80 592.95 644.63 592.95 658.19 709.35 658.19

kg

kg -344.17 -271.41 0.00 -375.40 -294.45 0.00 -423.35 -333.16 0.00 -453.16 -356.26 0.00 -460.18 -359.87 0.00 -506.27 -398.32 0.00 -479.80 -374.73 0.00 -592.95 -455.82 0.00 -658.19 -501.59 0.00

kg-m -15882 -12498 122 -15436 -12076 144 -15288 -11996 165 -14089 -11036 186 -11988 -9330 207 -10657 -8336 228 -7668 -5934 249 -5818 -4378 408 -1805 -1257 498

kg-m

kg-m

0.00 271.41 344.17 0.00 294.45 375.40 0.00 333.16 423.35 0.00 356.26 453.16 0.00 359.87 460.18 0.00 398.32 506.27 0.00 374.73 479.80 0.00 455.82 592.95 0.00 501.59 658.19

-111 -12732 -16115 -160 -12379 -15739 -227 -12387 -15680 -290 -11512 -14564 -339 -9875 -12533 -416 -8980 -11300 -477 -6660 -8394 -783 -5569 -7009 -955 -2711 -3259

Mast Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -7543.17 -5987.86 0.00

kg-m -349988 -280561 2787

kg-m

kg-m

0.00 5987.86 7543.17

-4082 -287430 -356856

2951 4022 2182

Discrete Appurtenance Pressures - No Ice Description

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m

Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000

Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00

Offsetx

Offsetz

m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000

m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000

z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000

Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925

qz kPa 1.34 1.34 1.34 1.34 1.33 1.33 1.33 1.33 1.31 1.31

GH = 1.077

CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800

CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000

98 163 109 136 205 125 189 259 140 234 305 154 264 336 165 301 371 170 328 393 176 489 578 262 595 697 319

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

Aiming Azimuth ° 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 135.0000 315.0000 45.0000 135.0000 225.0000 45.0000 135.0000 225.0000 Sum Weight:

Page

Job

31 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 2154.00

Offsetx

Offsetz

m 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612 2.2071 2.3485 -2.2071 2.2071 2.3485 -2.3485 2.2071 2.3485 -2.3485

m 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612 -2.2071 2.3485 -2.2071 -2.2071 2.3485 2.3485 -2.2071 2.3485 2.3485

z m 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000 108.0000 108.0000 107.0000 107.0000 107.0000 107.0000 106.0000 106.0000 108.0000

Kz 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379 1.970 1.970 1.965 1.965 1.965 1.965 1.960 1.960 1.970

qz kPa 1.31 1.31 1.30 1.30 1.30 1.30 1.28 1.28 1.28 1.28 1.27 1.27 1.27 1.27 1.25 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.21 1.21 1.21 1.21 1.19 1.19 1.19 1.19 1.17 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.13 1.11 1.10 1.09 0.97 0.94 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34

CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

Discrete Appurtenance Vectors - No Ice

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

Page

Job

RISATower

32 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.87 70.53

Vz

kg 14.69 10.39 0.00

OTMx

kg 0.00 49.87 70.53

OTMz

kg-m -14.69 -10.39 0.00

Torque

kg-m -1565 -1107 0

kg-m 84 -5228 -7428

-31 -22 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 70.53 49.87 0.00

Vz

kg 0.00 10.39 14.69

OTMx

kg 0.00 10.39 14.69

OTMz

kg-m -70.53 -49.87 0.00

Torque

kg-m -7596 -5396 -84

kg-m 0 -1107 -1565

0 -22 -31

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.87 70.53

Vz

kg 14.69 10.39 0.00

OTMx

kg 0.00 49.87 70.53

OTMz

kg-m -14.69 -10.39 0.00

Torque

kg-m -1565 -1107 0

kg-m -84 -5396 -7596

31 22 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 70.53 49.87 0.00

Vz

kg 0.00 10.39 14.69

OTMx

kg 0.00 10.39 14.69

OTMz

kg-m -70.53 -49.87 0.00

Torque

kg-m -7428 -5228 84

kg-m 0 -1107 -1565

0 22 31

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.47 69.96

Vz

kg 14.57 10.31 0.00

OTMx

kg 0.00 49.47 69.96

OTMz

kg-m -14.57 -10.31 0.00

Torque

kg-m -1508 -1067 0

kg-m 84 -5036 -7157

-31 -22 0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 69.96 49.47 0.00

Vz

kg 0.00 10.31 14.57

OTMx

kg 0.00 10.31 14.57

OTMz

kg-m -69.96 -49.47 0.00

Torque

kg-m -7325 -5204 -84

kg-m 0 -1067 -1508

0 -22 -31

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C

Wind Azimuth °

Fa

Fs

kg 0

Vx

kg 0.00

Vz

kg 14.57

OTMx

kg 0.00

OTMz

kg-m -14.57

Torque

kg-m -1508

kg-m -84

31

Page

Job

RISATower

33 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C

Wind Azimuth ° 45 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 49.47 69.96

Vz

kg 10.31 0.00

OTMx

kg 49.47 69.96

OTMz

kg-m -10.31 0.00

Torque

kg-m -1067 0

kg-m -5204 -7325

22 0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D

Fs

kg

0 45 90

Vx

kg 69.96 49.47 0.00

Vz

kg 0.00 10.31 14.57

OTMx

kg 0.00 10.31 14.57

OTMz

kg-m -69.96 -49.47 0.00

Torque

kg-m -7157 -5036 84

kg-m 0 -1067 -1508

0 22 31

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.91 69.17

Vz

kg 14.41 10.19 0.00

OTMx

kg 0.00 48.91 69.17

OTMz

kg-m -14.41 -10.19 0.00

Torque

kg-m -1434 -1014 0

kg-m 84 -4783 -6799

-30 -21 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 69.17 48.91 0.00

Vz

kg 0.00 10.19 14.41

OTMx

kg 0.00 10.19 14.41

OTMz

kg-m -69.17 -48.91 0.00

Torque

kg-m -6967 -4951 -84

kg-m 0 -1014 -1434

0 -21 -30

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.91 69.17

Vz

kg 14.41 10.19 0.00

OTMx

kg 0.00 48.91 69.17

OTMz

kg-m -14.41 -10.19 0.00

Torque

kg-m -1434 -1014 0

kg-m -84 -4951 -6967

30 21 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 69.17 48.91 0.00

Vz

kg 0.00 10.19 14.41

OTMx

kg 0.00 10.19 14.41

OTMz

kg-m -69.17 -48.91 0.00

Torque

kg-m -6799 -4783 84

kg-m 0 -1014 -1434

0 21 30

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 48.49

Vz

kg 14.29 10.10

OTMx

kg 0.00 48.49

OTMz

kg-m -14.29 -10.10

Torque

kg-m -1379 -975

kg-m 84 -4595

-30 -21

Page

Job

RISATower

34 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 68.57

Vz

kg 0.00

OTMx

kg 68.57

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -6533

0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B

Fs

kg

0 45 90

Vx

kg 68.57 48.49 0.00

Vz

kg 0.00 10.10 14.29

OTMx

kg 0.00 10.10 14.29

OTMz

kg-m -68.57 -48.49 0.00

Torque

kg-m -6701 -4763 -84

kg-m 0 -975 -1379

0 -21 -30

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.49 68.57

Vz

kg 14.29 10.10 0.00

OTMx

kg 0.00 48.49 68.57

OTMz

kg-m -14.29 -10.10 0.00

Torque

kg-m -1379 -975 0

kg-m -84 -4763 -6701

30 21 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 68.57 48.49 0.00

Vz

kg 0.00 10.10 14.29

OTMx

kg 0.00 10.10 14.29

OTMz

kg-m -68.57 -48.49 0.00

Torque

kg-m -6533 -4595 84

kg-m 0 -975 -1379

0 21 30

2 ANT TV 0.30x2.0m - Elevation 91 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 47.68 67.43

Vz

kg 14.05 9.93 0.00

OTMx

kg 0.00 47.68 67.43

OTMz

kg-m -14.05 -9.93 0.00

Torque

kg-m -1278 -904 0

kg-m 84 -4255 -6052

-30 -21 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 67.43 47.68 0.00

Vz

kg 0.00 9.93 14.05

OTMx

kg 0.00 9.93 14.05

OTMz

kg-m -67.43 -47.68 0.00

Torque

kg-m -6220 -4423 -84

kg-m 0 -904 -1278

0 -21 -30

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 47.68

Vz

kg 14.05 9.93

OTMx

kg 0.00 47.68

OTMz

kg-m -14.05 -9.93

Torque

kg-m -1278 -904

kg-m -84 -4423

30 21

Page

Job

RISATower

35 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 67.43

Vz

kg 0.00

OTMx

kg 67.43

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -6220

0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face D

Fs

kg

0 45 90

Vx

kg 67.43 47.68 0.00

Vz

kg 0.00 9.93 14.05

OTMx

kg 0.00 9.93 14.05

OTMz

kg-m -67.43 -47.68 0.00

Torque

kg-m -6052 -4255 84

kg-m 0 -904 -1278

0 21 30

2 ANT TV 0.30x2.0m - Elevation 88 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 47.23 66.79

Vz

kg 13.91 9.84 0.00

OTMx

kg 0.00 47.23 66.79

OTMz

kg-m -13.91 -9.84 0.00

Torque

kg-m -1224 -866 0

kg-m 84 -4072 -5793

-29 -21 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 66.79 47.23 0.00

Vz

kg 0.00 9.84 13.91

OTMx

kg 0.00 9.84 13.91

OTMz

kg-m -66.79 -47.23 0.00

Torque

kg-m -5961 -4240 -84

kg-m 0 -866 -1224

0 -21 -29

2 ANT TV 0.30x2.0m - Elevation 88 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 47.23 66.79

Vz

kg 13.91 9.84 0.00

OTMx

kg 0.00 47.23 66.79

OTMz

kg-m -13.91 -9.84 0.00

Torque

kg-m -1224 -866 0

kg-m -84 -4240 -5961

29 21 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 66.79 47.23 0.00

Vz

kg 0.00 9.84 13.91

OTMx

kg 0.00 9.84 13.91

OTMz

kg-m -66.79 -47.23 0.00

Torque

kg-m -5793 -4072 84

kg-m 0 -866 -1224

0 21 29

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 46.60

Vz

kg 13.73 9.71

OTMx

kg 0.00 46.60

OTMz

kg-m -13.73 -9.71

Torque

kg-m -1153 -816

kg-m 84 -3831

-29 -20

Page

Job

RISATower

36 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 65.91

Vz

kg 0.00

OTMx

kg 65.91

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -5452

0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face B

Fs

kg

0 45 90

Vx

kg 65.91 46.60 0.00

Vz

kg 0.00 9.71 13.73

OTMx

kg 0.00 9.71 13.73

OTMz

kg-m -65.91 -46.60 0.00

Torque

kg-m -5620 -3999 -84

kg-m 0 -816 -1153

0 -20 -29

2 ANT TV 0.30x2.0m - Elevation 84 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 46.60 65.91

Vz

kg 13.73 9.71 0.00

OTMx

kg 0.00 46.60 65.91

OTMz

kg-m -13.73 -9.71 0.00

Torque

kg-m -1153 -816 0

kg-m -84 -3999 -5620

29 20 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 65.91 46.60 0.00

Vz

kg 0.00 9.71 13.73

OTMx

kg 0.00 9.71 13.73

OTMz

kg-m -65.91 -46.60 0.00

Torque

kg-m -5452 -3831 84

kg-m 0 -816 -1153

0 20 29

2 ANT TV 0.30x2.0m - Elevation 81 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 46.12 65.23

Vz

kg 13.59 9.61 0.00

OTMx

kg 0.00 46.12 65.23

OTMz

kg-m -13.59 -9.61 0.00

Torque

kg-m -1101 -778 0

kg-m 84 -3652 -5199

-29 -20 0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 65.23 46.12 0.00

Vz

kg 0.00 9.61 13.59

OTMx

kg 0.00 9.61 13.59

OTMz

kg-m -65.23 -46.12 0.00

Torque

kg-m -5367 -3820 -84

kg-m 0 -778 -1101

0 -20 -29

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 46.12

Vz

kg 13.59 9.61

OTMx

kg 0.00 46.12

OTMz

kg-m -13.59 -9.61

Torque

kg-m -1101 -778

kg-m -84 -3820

29 20

Page

Job

RISATower

37 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 65.23

Vz

kg 0.00

OTMx

kg 65.23

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -5367

0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face D

Fs

kg

0 45 90

Vx

kg 65.23 46.12 0.00

Vz

kg 0.00 9.61 13.59

OTMx

kg 0.00 9.61 13.59

OTMz

kg-m -65.23 -46.12 0.00

Torque

kg-m -5199 -3652 84

kg-m 0 -778 -1101

0 20 29

2 ANT TV 0.30x2.0m - Elevation 75 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 45.12 63.81

Vz

kg 13.29 9.40 0.00

OTMx

kg 0.00 45.12 63.81

OTMz

kg-m -13.29 -9.40 0.00

Torque

kg-m -997 -705 0

kg-m 84 -3300 -4702

-28 -20 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 63.81 45.12 0.00

Vz

kg 0.00 9.40 13.29

OTMx

kg 0.00 9.40 13.29

OTMz

kg-m -63.81 -45.12 0.00

Torque

kg-m -4870 -3468 -84

kg-m 0 -705 -997

0 -20 -28

2 ANT TV 0.30x2.0m - Elevation 75 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 45.12 63.81

Vz

kg 13.29 9.40 0.00

OTMx

kg 0.00 45.12 63.81

OTMz

kg-m -13.29 -9.40 0.00

Torque

kg-m -997 -705 0

kg-m -84 -3468 -4870

28 20 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 63.81 45.12 0.00

Vz

kg 0.00 9.40 13.29

OTMx

kg 0.00 9.40 13.29

OTMz

kg-m -63.81 -45.12 0.00

Torque

kg-m -4702 -3300 84

kg-m 0 -705 -997

0 20 28

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 44.51

Vz

kg 13.11 9.27

OTMx

kg 0.00 44.51

OTMz

kg-m -13.11 -9.27

Torque

kg-m -938 -663

kg-m 84 -3098

-28 -19

Page

Job

RISATower

38 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 62.94

Vz

kg 0.00

OTMx

kg 62.94

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -4416

0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B

Fs

kg

0 45 90

Vx

kg 62.94 44.51 0.00

Vz

kg 0.00 9.27 13.11

OTMx

kg 0.00 9.27 13.11

OTMz

kg-m -62.94 -44.51 0.00

Torque

kg-m -4584 -3266 -84

kg-m 0 -663 -938

0 -19 -28

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 44.51 62.94

Vz

kg 13.11 9.27 0.00

OTMx

kg 0.00 44.51 62.94

OTMz

kg-m -13.11 -9.27 0.00

Torque

kg-m -938 -663 0

kg-m -84 -3266 -4584

28 19 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 62.94 44.51 0.00

Vz

kg 0.00 9.27 13.11

OTMx

kg 0.00 9.27 13.11

OTMz

kg-m -62.94 -44.51 0.00

Torque

kg-m -4416 -3098 84

kg-m 0 -663 -938

0 19 28

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 43.78 61.92

Vz

kg 12.90 9.12 0.00

OTMx

kg 0.00 43.78 61.92

OTMz

kg-m -12.90 -9.12 0.00

Torque

kg-m -871 -616 0

kg-m 84 -2871 -4095

-27 -19 0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 61.92 43.78 0.00

Vz

kg 0.00 9.12 12.90

OTMx

kg 0.00 9.12 12.90

OTMz

kg-m -61.92 -43.78 0.00

Torque

kg-m -4263 -3039 -84

kg-m 0 -616 -871

0 -19 -27

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 43.78

Vz

kg 12.90 9.12

OTMx

kg 0.00 43.78

OTMz

kg-m -12.90 -9.12

Torque

kg-m -871 -616

kg-m -84 -3039

27 19

Page

Job

RISATower

39 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 61.92

Vz

kg 0.00

OTMx

kg 61.92

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -4263

0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D

Fs

kg

0 45 90

Vx

kg 61.92 43.78 0.00

Vz

kg 0.00 9.12 12.90

OTMx

kg 0.00 9.12 12.90

OTMz

kg-m -61.92 -43.78 0.00

Torque

kg-m -4095 -2871 84

kg-m 0 -616 -871

0 19 27

2 ANT TV 0.30x2.0m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 43.12 60.98

Vz

kg 12.70 8.98 0.00

OTMx

kg 0.00 43.12 60.98

OTMz

kg-m -12.70 -8.98 0.00

Torque

kg-m -813 -575 0

kg-m 84 -2676 -3819

-27 -19 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 60.98 43.12 0.00

Vz

kg 0.00 8.98 12.70

OTMx

kg 0.00 8.98 12.70

OTMz

kg-m -60.98 -43.12 0.00

Torque

kg-m -3987 -2844 -84

kg-m 0 -575 -813

0 -19 -27

2 ANT TV 0.30x2.0m - Elevation 64 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 43.12 60.98

Vz

kg 12.70 8.98 0.00

OTMx

kg 0.00 43.12 60.98

OTMz

kg-m -12.70 -8.98 0.00

Torque

kg-m -813 -575 0

kg-m -84 -2844 -3987

27 19 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 60.98 43.12 0.00

Vz

kg 0.00 8.98 12.70

OTMx

kg 0.00 8.98 12.70

OTMz

kg-m -60.98 -43.12 0.00

Torque

kg-m -3819 -2676 84

kg-m 0 -575 -813

0 19 27

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 26.33 37.24

Vz

kg 7.02 0.00

OTMx

kg 13.65 26.33

OTMz

kg-m -23.58 -26.33

Torque

kg-m -1440 -1602

kg-m -854 -1602

20 0

Page

Job

RISATower

40 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 26.33

Vz

kg 7.02

OTMx

kg 23.58

OTMz

kg-m -13.65

Torque

kg-m -854

kg-m -1440

-20

2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B

Fs

kg

0 45 90

Vx

kg 25.94 36.69 25.94

Vz

kg 6.92 0.00 6.92

OTMx

kg 13.45 25.94 23.23

OTMz

kg-m -23.23 -25.94 -13.45

Torque

kg-m -1357 -1508 -809

kg-m -809 -1508 -1357

23 0 -23

2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.67 36.31 25.67

Vz

kg 6.85 0.00 6.85

OTMx

kg 13.31 25.67 22.99

OTMz

kg-m -22.99 -25.67 -13.31

Torque

kg-m -1302 -1447 -779

kg-m -779 -1447 -1302

24 0 -24

2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.40 35.92 25.40

Vz

kg 6.77 0.00 6.77

OTMx

kg 13.17 25.40 22.75

OTMz

kg-m -22.75 -25.40 -13.17

Torque

kg-m -1248 -1386 -750

kg-m -750 -1386 -1248

26 0 -26

2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 22.49 31.81 22.49

Vz

kg 6.00 0.00 6.00

OTMx

kg 11.66 22.49 20.15

OTMz

kg-m -20.15 -22.49 -11.66

Torque

kg-m -792 -872 -504

kg-m -504 -872 -792

38 0 -38

2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 21.91 30.98 21.91

Vz

kg 5.84 0.00 5.84

OTMx

kg 11.36 21.91 19.62

OTMz

kg-m -19.62 -21.91 -11.36

Torque

kg-m -723 -793 -466

kg-m -466 -793 -723

39 0 -39

AT15-250 - Elevation 108 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 49.55 70.08

Vz

kg 27.12 0.00

OTMx

kg 15.86 49.55

OTMz

kg-m -54.22 -49.55

Torque

kg-m -5877 -5374

kg-m -1735 -5374

85 0

Page

Job

RISATower

41 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 108 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 49.55

Vz

kg 27.12

OTMx

kg 54.22

OTMz

kg-m -15.86

Torque

kg-m -1735

kg-m -5877

-85

AT15-250 - Elevation 108 - From Leg C

Fs

kg

0 45 90

Vx

kg 49.55 0.00 49.55

Vz

kg 27.12 38.36 27.12

OTMx

kg -15.86 27.12 54.22

OTMz

kg-m -54.22 -27.12 15.86

Torque

kg-m -5832 -2906 1736

kg-m 1689 -2953 -5879

90 127 90

AT15-250 - Elevation 107 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.42 0.00 49.42

Vz

kg 27.05 38.26 27.05

OTMx

kg -15.82 27.05 54.07

OTMz

kg-m -54.07 -27.05 15.82

Torque

kg-m -5808 -2917 1670

kg-m 1715 -2872 -5764

-84 -119 -84

AT15-250 - Elevation 107 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.42 69.89 49.42

Vz

kg 27.05 0.00 27.05

OTMx

kg 15.82 49.42 54.07

OTMz

kg-m -54.07 -49.42 -15.82

Torque

kg-m -5808 -5310 -1715

kg-m -1715 -5310 -5808

84 0 -84

AT15-250 - Elevation 107 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.42 0.00 49.42

Vz

kg 27.05 38.26 27.05

OTMx

kg -15.82 27.05 54.07

OTMz

kg-m -54.07 -27.05 15.82

Torque

kg-m -5762 -2871 1716

kg-m 1669 -2918 -5809

90 127 90

AT15-250 - Elevation 107 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.42 69.89 49.42

Vz

kg 27.05 0.00 27.05

OTMx

kg 15.82 49.42 54.07

OTMz

kg-m -54.07 -49.42 -15.82

Torque

kg-m -5762 -5264 -1669

kg-m -1669 -5264 -5762

-90 0 90

AT15-250 - Elevation 106 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 49.29 69.70

Vz

kg 26.98 0.00

OTMx

kg 15.77 49.29

OTMz

kg-m -53.93 -49.29

Torque

kg-m -5738 -5247

kg-m -1694 -5247

84 0

Page

Job

RISATower

42 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 106 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 49.29

Vz

kg 26.98

OTMx

kg 53.93

OTMz

kg-m -15.77

Torque

kg-m -1694

kg-m -5738

-84

AT15-250 - Elevation 106 - From Leg C

Fs

kg

0 45 90

Vx

kg 49.29 0.00 49.29

Vz

kg 26.98 38.15 26.98

OTMx

kg -15.77 26.98 53.93

OTMz

kg-m -53.93 -26.98 15.77

Torque

kg-m -5693 -2836 1696

kg-m 1649 -2883 -5740

90 127 90

AT15-250 - Elevation 108 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.55 70.08 49.55

Vz

kg 27.12 0.00 27.12

OTMx

kg 15.86 49.55 54.22

OTMz

kg-m -54.22 -49.55 -15.86

Torque

kg-m -5832 -5328 -1689

kg-m -1689 -5328 -5832

-90 0 90

Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -2536.12 -1858.69 -92.47

kg-m -224404 -162637 -5846

kg-m

kg-m

92.47 1858.69 2536.12

-5943 -162733 -224501

429 262 -58

Discrete Appurtenance Pressures - Service Description

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m

Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000

Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00

Offsetx

Offsetz

m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000

m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000

z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000

Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908

qz kPa 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33

GH = 1.077

CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800

CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

43 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Description

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 135.0000 315.0000 45.0000 135.0000 225.0000 45.0000 135.0000 225.0000 Sum Weight:

Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 2154.00

Offsetx

Offsetz

z

m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612 2.2071 2.3485 -2.2071 2.2071 2.3485 -2.3485 2.2071 2.3485 -2.3485

m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612 -2.2071 2.3485 -2.2071 -2.2071 2.3485 2.3485 -2.2071 2.3485 2.3485

m 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000 108.0000 108.0000 107.0000 107.0000 107.0000 107.0000 106.0000 106.0000 108.0000

Kz

qz

1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379 1.970 1.970 1.965 1.965 1.965 1.965 1.960 1.960 1.970

kPa 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.27 0.24 0.23 0.34 0.34 0.33 0.33 0.33 0.33 0.33 0.33 0.34

CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 12.47

Vz

kg 3.67 2.60

OTMx

kg 0.00 12.47

OTMz

kg-m -3.67 -2.60

Torque

kg-m -391 -277

kg-m 84 -1244

-8 -5

Page

Job

RISATower

44 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 17.63

Vz

kg 0.00

OTMx

kg 17.63

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1794

0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B

Fs

kg

0 45 90

Vx

kg 17.63 12.47 0.00

Vz

kg 0.00 2.60 3.67

OTMx

kg 0.00 2.60 3.67

OTMz

kg-m -17.63 -12.47 0.00

Torque

kg-m -1962 -1412 -84

kg-m 0 -277 -391

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.47 17.63

Vz

kg 3.67 2.60 0.00

OTMx

kg 0.00 12.47 17.63

OTMz

kg-m -3.67 -2.60 0.00

Torque

kg-m -391 -277 0

kg-m -84 -1412 -1962

8 5 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.63 12.47 0.00

Vz

kg 0.00 2.60 3.67

OTMx

kg 0.00 2.60 3.67

OTMz

kg-m -17.63 -12.47 0.00

Torque

kg-m -1794 -1244 84

kg-m 0 -277 -391

0 5 8

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.37 17.49

Vz

kg 3.64 2.58 0.00

OTMx

kg 0.00 12.37 17.49

OTMz

kg-m -3.64 -2.58 0.00

Torque

kg-m -377 -267 0

kg-m 84 -1196 -1726

-8 -5 0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.49 12.37 0.00

Vz

kg 0.00 2.58 3.64

OTMx

kg 0.00 2.58 3.64

OTMz

kg-m -17.49 -12.37 0.00

Torque

kg-m -1894 -1364 -84

kg-m 0 -267 -377

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 12.37

Vz

kg 3.64 2.58

OTMx

kg 0.00 12.37

OTMz

kg-m -3.64 -2.58

Torque

kg-m -377 -267

kg-m -84 -1364

8 5

Page

Job

RISATower

45 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 17.49

Vz

kg 0.00

OTMx

kg 17.49

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1894

0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D

Fs

kg

0 45 90

Vx

kg 17.49 12.37 0.00

Vz

kg 0.00 2.58 3.64

OTMx

kg 0.00 2.58 3.64

OTMz

kg-m -17.49 -12.37 0.00

Torque

kg-m -1726 -1196 84

kg-m 0 -267 -377

0 5 8

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.23 17.29

Vz

kg 3.60 2.55 0.00

OTMx

kg 0.00 12.23 17.29

OTMz

kg-m -3.60 -2.55 0.00

Torque

kg-m -358 -253 0

kg-m 84 -1133 -1637

-8 -5 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.29 12.23 0.00

Vz

kg 0.00 2.55 3.60

OTMx

kg 0.00 2.55 3.60

OTMz

kg-m -17.29 -12.23 0.00

Torque

kg-m -1805 -1301 -84

kg-m 0 -253 -358

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.23 17.29

Vz

kg 3.60 2.55 0.00

OTMx

kg 0.00 12.23 17.29

OTMz

kg-m -3.60 -2.55 0.00

Torque

kg-m -358 -253 0

kg-m -84 -1301 -1805

8 5 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.29 12.23 0.00

Vz

kg 0.00 2.55 3.60

OTMx

kg 0.00 2.55 3.60

OTMz

kg-m -17.29 -12.23 0.00

Torque

kg-m -1637 -1133 84

kg-m 0 -253 -358

0 5 8

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 12.12

Vz

kg 3.57 2.53

OTMx

kg 0.00 12.12

OTMz

kg-m -3.57 -2.53

Torque

kg-m -345 -244

kg-m 84 -1086

-8 -5

Page

Job

RISATower

46 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 17.14

Vz

kg 0.00

OTMx

kg 17.14

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1570

0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B

Fs

kg

0 45 90

Vx

kg 17.14 12.12 0.00

Vz

kg 0.00 2.53 3.57

OTMx

kg 0.00 2.53 3.57

OTMz

kg-m -17.14 -12.12 0.00

Torque

kg-m -1738 -1254 -84

kg-m 0 -244 -345

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.12 17.14

Vz

kg 3.57 2.53 0.00

OTMx

kg 0.00 12.12 17.14

OTMz

kg-m -3.57 -2.53 0.00

Torque

kg-m -345 -244 0

kg-m -84 -1254 -1738

8 5 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.14 12.12 0.00

Vz

kg 0.00 2.53 3.57

OTMx

kg 0.00 2.53 3.57

OTMz

kg-m -17.14 -12.12 0.00

Torque

kg-m -1570 -1086 84

kg-m 0 -244 -345

0 5 8

2 ANT TV 0.30x2.0m - Elevation 91 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.92 16.86

Vz

kg 3.51 2.48 0.00

OTMx

kg 0.00 11.92 16.86

OTMz

kg-m -3.51 -2.48 0.00

Torque

kg-m -320 -226 0

kg-m 84 -1001 -1450

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.86 11.92 0.00

Vz

kg 0.00 2.48 3.51

OTMx

kg 0.00 2.48 3.51

OTMz

kg-m -16.86 -11.92 0.00

Torque

kg-m -1618 -1169 -84

kg-m 0 -226 -320

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 11.92

Vz

kg 3.51 2.48

OTMx

kg 0.00 11.92

OTMz

kg-m -3.51 -2.48

Torque

kg-m -320 -226

kg-m -84 -1169

7 5

Page

Job

RISATower

47 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 16.86

Vz

kg 0.00

OTMx

kg 16.86

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1618

0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face D

Fs

kg

0 45 90

Vx

kg 16.86 11.92 0.00

Vz

kg 0.00 2.48 3.51

OTMx

kg 0.00 2.48 3.51

OTMz

kg-m -16.86 -11.92 0.00

Torque

kg-m -1450 -1001 84

kg-m 0 -226 -320

0 5 7

2 ANT TV 0.30x2.0m - Elevation 88 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.81 16.70

Vz

kg 3.48 2.46 0.00

OTMx

kg 0.00 11.81 16.70

OTMz

kg-m -3.48 -2.46 0.00

Torque

kg-m -306 -216 0

kg-m 84 -955 -1385

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.70 11.81 0.00

Vz

kg 0.00 2.46 3.48

OTMx

kg 0.00 2.46 3.48

OTMz

kg-m -16.70 -11.81 0.00

Torque

kg-m -1553 -1123 -84

kg-m 0 -216 -306

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 88 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.81 16.70

Vz

kg 3.48 2.46 0.00

OTMx

kg 0.00 11.81 16.70

OTMz

kg-m -3.48 -2.46 0.00

Torque

kg-m -306 -216 0

kg-m -84 -1123 -1553

7 5 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.70 11.81 0.00

Vz

kg 0.00 2.46 3.48

OTMx

kg 0.00 2.46 3.48

OTMz

kg-m -16.70 -11.81 0.00

Torque

kg-m -1385 -955 84

kg-m 0 -216 -306

0 5 7

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 11.65

Vz

kg 3.43 2.43

OTMx

kg 0.00 11.65

OTMz

kg-m -3.43 -2.43

Torque

kg-m -288 -204

kg-m 84 -895

-7 -5

Page

Job

RISATower

48 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 16.48

Vz

kg 0.00

OTMx

kg 16.48

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1300

0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face B

Fs

kg

0 45 90

Vx

kg 16.48 11.65 0.00

Vz

kg 0.00 2.43 3.43

OTMx

kg 0.00 2.43 3.43

OTMz

kg-m -16.48 -11.65 0.00

Torque

kg-m -1468 -1063 -84

kg-m 0 -204 -288

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 84 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.65 16.48

Vz

kg 3.43 2.43 0.00

OTMx

kg 0.00 11.65 16.48

OTMz

kg-m -3.43 -2.43 0.00

Torque

kg-m -288 -204 0

kg-m -84 -1063 -1468

7 5 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.48 11.65 0.00

Vz

kg 0.00 2.43 3.43

OTMx

kg 0.00 2.43 3.43

OTMz

kg-m -16.48 -11.65 0.00

Torque

kg-m -1300 -895 84

kg-m 0 -204 -288

0 5 7

2 ANT TV 0.30x2.0m - Elevation 81 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.53 16.31

Vz

kg 3.40 2.40 0.00

OTMx

kg 0.00 11.53 16.31

OTMz

kg-m -3.40 -2.40 0.00

Torque

kg-m -275 -195 0

kg-m 84 -850 -1237

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.31 11.53 0.00

Vz

kg 0.00 2.40 3.40

OTMx

kg 0.00 2.40 3.40

OTMz

kg-m -16.31 -11.53 0.00

Torque

kg-m -1405 -1018 -84

kg-m 0 -195 -275

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 11.53

Vz

kg 3.40 2.40

OTMx

kg 0.00 11.53

OTMz

kg-m -3.40 -2.40

Torque

kg-m -275 -195

kg-m -84 -1018

7 5

Page

Job

RISATower

49 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 16.31

Vz

kg 0.00

OTMx

kg 16.31

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1405

0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face D

Fs

kg

0 45 90

Vx

kg 16.31 11.53 0.00

Vz

kg 0.00 2.40 3.40

OTMx

kg 0.00 2.40 3.40

OTMz

kg-m -16.31 -11.53 0.00

Torque

kg-m -1237 -850 84

kg-m 0 -195 -275

0 5 7

2 ANT TV 0.30x2.0m - Elevation 75 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.28 15.95

Vz

kg 3.32 2.35 0.00

OTMx

kg 0.00 11.28 15.95

OTMz

kg-m -3.32 -2.35 0.00

Torque

kg-m -249 -176 0

kg-m 84 -762 -1112

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.95 11.28 0.00

Vz

kg 0.00 2.35 3.32

OTMx

kg 0.00 2.35 3.32

OTMz

kg-m -15.95 -11.28 0.00

Torque

kg-m -1280 -930 -84

kg-m 0 -176 -249

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 75 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.28 15.95

Vz

kg 3.32 2.35 0.00

OTMx

kg 0.00 11.28 15.95

OTMz

kg-m -3.32 -2.35 0.00

Torque

kg-m -249 -176 0

kg-m -84 -930 -1280

7 5 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.95 11.28 0.00

Vz

kg 0.00 2.35 3.32

OTMx

kg 0.00 2.35 3.32

OTMz

kg-m -15.95 -11.28 0.00

Torque

kg-m -1112 -762 84

kg-m 0 -176 -249

0 5 7

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 11.13

Vz

kg 3.28 2.32

OTMx

kg 0.00 11.13

OTMz

kg-m -3.28 -2.32

Torque

kg-m -234 -166

kg-m 84 -712

-7 -5

Page

Job

RISATower

50 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 15.74

Vz

kg 0.00

OTMx

kg 15.74

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1041

0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B

Fs

kg

0 45 90

Vx

kg 15.74 11.13 0.00

Vz

kg 0.00 2.32 3.28

OTMx

kg 0.00 2.32 3.28

OTMz

kg-m -15.74 -11.13 0.00

Torque

kg-m -1209 -880 -84

kg-m 0 -166 -234

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.13 15.74

Vz

kg 3.28 2.32 0.00

OTMx

kg 0.00 11.13 15.74

OTMz

kg-m -3.28 -2.32 0.00

Torque

kg-m -234 -166 0

kg-m -84 -880 -1209

7 5 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.74 11.13 0.00

Vz

kg 0.00 2.32 3.28

OTMx

kg 0.00 2.32 3.28

OTMz

kg-m -15.74 -11.13 0.00

Torque

kg-m -1041 -712 84

kg-m 0 -166 -234

0 5 7

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.95 15.48

Vz

kg 3.22 2.28 0.00

OTMx

kg 0.00 10.95 15.48

OTMz

kg-m -3.22 -2.28 0.00

Torque

kg-m -218 -154 0

kg-m 84 -655 -961

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.48 10.95 0.00

Vz

kg 0.00 2.28 3.22

OTMx

kg 0.00 2.28 3.22

OTMz

kg-m -15.48 -10.95 0.00

Torque

kg-m -1129 -823 -84

kg-m 0 -154 -218

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 10.95

Vz

kg 3.22 2.28

OTMx

kg 0.00 10.95

OTMz

kg-m -3.22 -2.28

Torque

kg-m -218 -154

kg-m -84 -823

7 5

Page

Job

RISATower

51 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 15.48

Vz

kg 0.00

OTMx

kg 15.48

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1129

0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D

Fs

kg

0 45 90

Vx

kg 15.48 10.95 0.00

Vz

kg 0.00 2.28 3.22

OTMx

kg 0.00 2.28 3.22

OTMz

kg-m -15.48 -10.95 0.00

Torque

kg-m -961 -655 84

kg-m 0 -154 -218

0 5 7

2 ANT TV 0.30x2.0m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.78 15.25

Vz

kg 3.18 2.25 0.00

OTMx

kg 0.00 10.78 15.25

OTMz

kg-m -3.18 -2.25 0.00

Torque

kg-m -203 -144 0

kg-m 84 -606 -892

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.25 10.78 0.00

Vz

kg 0.00 2.25 3.18

OTMx

kg 0.00 2.25 3.18

OTMz

kg-m -15.25 -10.78 0.00

Torque

kg-m -1060 -774 -84

kg-m 0 -144 -203

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 64 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.78 15.25

Vz

kg 3.18 2.25 0.00

OTMx

kg 0.00 10.78 15.25

OTMz

kg-m -3.18 -2.25 0.00

Torque

kg-m -203 -144 0

kg-m -84 -774 -1060

7 5 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.25 10.78 0.00

Vz

kg 0.00 2.25 3.18

OTMx

kg 0.00 2.25 3.18

OTMz

kg-m -15.25 -10.78 0.00

Torque

kg-m -892 -606 84

kg-m 0 -144 -203

0 5 7

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.58 9.31

Vz

kg 1.76 0.00

OTMx

kg 3.41 6.58

OTMz

kg-m -5.90 -6.58

Torque

kg-m -396 -437

kg-m -250 -437

5 0

Page

Job

RISATower

52 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.58

Vz

kg 1.76

OTMx

kg 5.90

OTMz

kg-m -3.41

Torque

kg-m -250

kg-m -396

-5

2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B

Fs

kg

0 45 90

Vx

kg 6.49 9.17 6.49

Vz

kg 1.73 0.00 1.73

OTMx

kg 3.36 6.49 5.81

OTMz

kg-m -5.81 -6.49 -3.36

Torque

kg-m -381 -419 -244

kg-m -244 -419 -381

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.42 9.08 6.42

Vz

kg 1.71 0.00 1.71

OTMx

kg 3.33 6.42 5.75

OTMz

kg-m -5.75 -6.42 -3.33

Torque

kg-m -371 -407 -240

kg-m -240 -407 -371

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.35 8.98 6.35

Vz

kg 1.69 0.00 1.69

OTMx

kg 3.29 6.35 5.69

OTMz

kg-m -5.69 -6.35 -3.29

Torque

kg-m -361 -395 -236

kg-m -236 -395 -361

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 5.62 7.95 5.62

Vz

kg 1.50 0.00 1.50

OTMx

kg 2.92 5.62 5.04

OTMz

kg-m -5.04 -5.62 -2.92

Torque

kg-m -278 -298 -206

kg-m -206 -298 -278

9 0 -9

2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 5.48 7.75 5.48

Vz

kg 1.46 0.00 1.46

OTMx

kg 2.84 5.48 4.91

OTMz

kg-m -4.91 -5.48 -2.84

Torque

kg-m -266 -284 -202

kg-m -202 -284 -266

10 0 -10

AT15-250 - Elevation 108 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 12.39 17.52

Vz

kg 6.78 0.00

OTMx

kg 3.96 12.39

OTMz

kg-m -13.55 -12.39

Torque

kg-m -1486 -1360

kg-m -450 -1360

21 0

Page

Job

RISATower

53 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 108 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 12.39

Vz

kg 6.78

OTMx

kg 13.55

OTMz

kg-m -3.96

Torque

kg-m -450

kg-m -1486

-21

AT15-250 - Elevation 108 - From Leg C

Fs

kg

0 45 90

Vx

kg 12.39 0.00 12.39

Vz

kg 6.78 9.59 6.78

OTMx

kg -3.96 6.78 13.55

OTMz

kg-m -13.55 -6.78 3.96

Torque

kg-m -1440 -709 452

kg-m 405 -756 -1487

23 32 23

AT15-250 - Elevation 107 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 12.35 0.00 12.35

Vz

kg 6.76 9.56 6.76

OTMx

kg -3.95 6.76 13.52

OTMz

kg-m -13.52 -6.76 3.95

Torque

kg-m -1469 -746 401

kg-m 445 -702 -1424

-21 -30 -21

AT15-250 - Elevation 107 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 12.35 17.47 12.35

Vz

kg 6.76 0.00 6.76

OTMx

kg 3.95 12.35 13.52

OTMz

kg-m -13.52 -12.35 -3.95

Torque

kg-m -1469 -1344 -445

kg-m -445 -1344 -1469

21 0 -21

AT15-250 - Elevation 107 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 12.35 0.00 12.35

Vz

kg 6.76 9.56 6.76

OTMx

kg -3.95 6.76 13.52

OTMz

kg-m -13.52 -6.76 3.95

Torque

kg-m -1423 -700 447

kg-m 400 -747 -1470

22 32 22

AT15-250 - Elevation 107 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 12.35 17.47 12.35

Vz

kg 6.76 0.00 6.76

OTMx

kg 3.95 12.35 13.52

OTMz

kg-m -13.52 -12.35 -3.95

Torque

kg-m -1423 -1298 -400

kg-m -400 -1298 -1423

-22 0 22

AT15-250 - Elevation 106 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 12.32 17.43

Vz

kg 6.74 0.00

OTMx

kg 3.94 12.32

OTMz

kg-m -13.48 -12.32

Torque

kg-m -1451 -1328

kg-m -440 -1328

21 0

Page

Job

RISATower

54 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 106 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg

Vz

kg

12.32

6.74

OTMx

kg

OTMz

kg-m

13.48

-3.94

Torque

kg-m -440

kg-m -1451

-21

AT15-250 - Elevation 106 - From Leg C

Fs

kg

0 45 90

Vx

kg

Vz

kg

12.32 0.00 12.32

6.74 9.54 6.74

OTMx

kg

OTMz

kg-m

-3.94 6.74 13.48

-13.48 -6.74 3.94

Torque

kg-m -1406 -691 442

kg-m 395 -738 -1453

22 32 22

AT15-250 - Elevation 108 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

12.39 17.52 12.39

6.78 0.00 6.78

OTMx

kg

OTMz

kg-m

3.96 12.39 13.55

-13.55 -12.39 -3.96

Torque

kg-m -1440 -1314 -405

kg-m -405 -1314 -1440

-23 0 23

Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -634.03 -464.67 -23.12

kg-m

kg-m

kg-m

23.12 464.67 634.03

-56417 -40975 -1778

-1874 -41072 -56514

107 65 -15

Dish Pressures - No Ice Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000

Dish Description HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH

Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:

Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96

Offsetx m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231

Offsetz m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231

Kz 1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199

AA m2 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669

qz kPa 1.10 1.03 1.03 1.06 1.06 1.00 1.00 0.98 0.96 0.87 0.87 0.82

Page

Job

RISATower

55 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 1108.24 1108.24 1108.24

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 783.64 1108.24

HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 1040.49 1040.49 1040.49

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 735.73 1040.49

HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 1040.49 1040.49 1040.49

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 735.73 1040.49

10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 1412.31 1412.31 1412.31

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 998.66 1412.31

HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 1070.84 1070.84 1070.84

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 757.20 1070.84

HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 1015.25 1015.25 1015.25

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 717.89 1015.25

10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 1339.00 1339.00 1339.00

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 946.81 1339.00

Vz kg -1108.24 -783.64 0.00

Vz kg -1040.49 -735.73 0.00

Vz kg -1040.49 -735.73 0.00

Vz kg -1412.31 -998.66 0.00

Vz kg -1070.84 -757.20 0.00

Vz kg -1015.25 -717.89 0.00

Vz kg -1339.00 -946.81 0.00

OTMx

OTMz

kg-m -59081 -41878 -345

kg-m

OTMx

OTMz

kg-m -44713 -31761 -492

kg-m

OTMx

OTMz

kg-m -43728 -30776 492

kg-m

OTMx

OTMz

kg-m -66808 -47366 -429

kg-m

OTMx

OTMz

kg-m -49900 -35159 429

kg-m

OTMx

OTMz

kg-m -39053 -27456 542

kg-m

OTMx

OTMz

kg-m -51679 -36384 542

kg-m

345 -41188 -58392

492 -30776 -43728

-492 -31761 -44713

429 -46508 -65950

-429 -36017 -50758

-542 -28539 -40136

542 -36384 -51679

Torque kg-m -2656 -3757 -2656

Torque kg-m -3563 -5038 -3563

Torque kg-m 3563 5038 3563

Torque kg-m -4214 -5959 -4214

Torque kg-m 3195 4519 3195

Torque kg-m 3824 5408 3824

Torque kg-m -5044 0 5044

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

CS

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CA

Wind Azimuth ° 0 45 90

CA

CA

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CM

CS

0.003230 0.003230 0.003230

Wind Azimuth ° 0 45 90

0.000000 0.000000 0.000000

CS

0.003230 0.003230 0.003230

CA

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM

0.000000 0.000000 0.000000

CM

0.000000 0.000000 0.000000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

CA

0.000000 0.000000 0.000000

P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx kg 117.83 117.83 117.83

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 83.32 117.83

HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 619.40 619.40 619.40

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 437.99 619.40

HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 883.75 883.75 883.75

kg

kg 0.00 0.00 0.00

0.00 624.90 883.75

6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 419.54 419.54 419.54

kg

kg 0.00 0.00 0.00

0.00 296.66 419.54

4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg 174.37 174.37 174.37

kg

kg 0.00 0.00 0.00

kg -419.54 -296.66 0.00

Vz

kg 0.00 0.00 0.00

kg -883.75 -624.90 0.00

Vz

kg 0.00 0.00 0.00

kg -619.40 -437.99 0.00

Vz

kg 0.00 0.00 0.00

kg -117.83 -83.32 0.00

0.00 123.30 174.37

kg -174.37 -123.30 0.00

Dish Totals - No Ice Wind Azimuth ° 0 45 90

Vx kg 0.00 7241.83 10241.50

56 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

Vz kg -10241.50 -7241.83 0.00

OTMx

OTMz

Torque

kg-m -414166 -292639 751

kg-m

kg-m

-182 -293572 -415099

-3680 -799 2550

Dish Pressures - Service

OTMx

OTMz

kg-m -4015 -2790 168

kg-m

OTMx

OTMz

kg-m -19945 -13958 496

kg-m

OTMx

OTMz

kg-m -21962 -15750 -753

kg-m

OTMx

OTMz

kg-m -10408 -7459 -339

kg-m

OTMx

OTMz

kg-m -2872 -1901 441

kg-m

-168 -3126 -4351

496 -13958 -19945

-753 -15750 -21962

339 -6780 -9730

-441 -2784 -3754

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m 484 685 484

Torque kg-m -2697 0 2697

Torque kg-m 4625 0 -4625

Torque kg-m -2196 -3105 -2196

Torque kg-m 998 1411 998

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000

57 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Elevation m

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Dish Description

Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:

HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH

Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96

Offsetx m

Offsetz m

-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231

Kz

-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231

AA m2

1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

qz kPa

7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669

0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.22 0.22 0.20

Dish Vectors - Service Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000

HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 277.06 277.06 277.06

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 195.91 277.06

HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 260.12 260.12 260.12

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 183.93 260.12

HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 260.12 260.12 260.12

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 183.93 260.12

10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 353.08 353.08 353.08

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 249.66 353.08

HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 267.71 267.71

kg

kg 0.00 0.00

kg 0.00 0.00

0.00 189.30

Vz kg -277.06 -195.91 0.00

Vz kg -260.12 -183.93 0.00

Vz kg -260.12 -183.93 0.00

Vz kg -353.08 -249.66 0.00

Vz kg -267.71 -189.30

OTMx

OTMz

kg-m -15029 -10728 -345

kg-m

OTMx

OTMz

kg-m -11547 -8310 -492

kg-m

OTMx

OTMz

kg-m -10563 -7325 492

kg-m

OTMx

OTMz

kg-m -17024 -12163 -429

kg-m

OTMx

OTMz

kg-m -12153 -8468

kg-m

345 -10039 -14339

492 -7325 -10563

-492 -8310 -11547

429 -11305 -16166

-429 -9326

Torque kg-m -664 -939 -664

Torque kg-m -891 -1260 -891

Torque kg-m 891 1260 891

Torque kg-m -1053 -1490 -1053

Torque kg-m 799 1130

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0

0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.004260

CS 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

CA

58 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 90

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000

HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 267.71

kg

kg 0.00

0.00

Vz

kg 267.71

HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 253.81 253.81 253.81

kg

kg 0.00 0.00 0.00

0.00 179.47 253.81

10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 334.75 334.75 334.75

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

kg

0.00 236.70 334.75

OTMz

kg-m 0.00

Vz

kg 0.00 0.00 0.00

OTMx

kg -253.81 -179.47 0.00

Vz kg -334.75 -236.70 0.00

429

kg-m -13011

OTMx

OTMz

kg-m -9357 -6458 542

kg-m

OTMx

OTMz

kg-m -12514 -8690 542

kg-m

-542 -7541 -10440

542 -8690 -12514

P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx

Vz

OTMx

OTMz

kg 29.46 29.46 29.46

kg -29.46 -20.83 0.00

kg-m

kg-m

Vz

OTMx

OTMz

kg-m -4614 -3118 496

kg-m

OTMx

OTMz

kg-m -6055 -4502 -753

kg-m

OTMx

OTMz

kg-m -2857 -2119 -339

kg-m

Vz

OTMx

OTMz

kg -43.59

kg-m

kg-m

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 20.83 29.46

HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 154.85 154.85 154.85

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 109.50 154.85

HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 220.94 220.94 220.94

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 156.23 220.94

6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 104.89 104.89 104.89

kg

kg 0.00 0.00 0.00

0.00 74.17 104.89

4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg 43.59

kg

kg 0.00

kg 0.00

kg -220.94 -156.23 0.00

Vz

kg 0.00 0.00 0.00

kg -154.85 -109.50 0.00

0.00

kg -104.89 -74.17 0.00

-878 -572 168

-387

-168 -907 -1214

496 -3118 -4614

-753 -4502 -6055

339 -1441 -2178

-441

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m 799

Torque kg-m 956 1352 956

Torque kg-m -1261 0 1261

Torque kg-m 121 171 121

Torque kg-m -674 0 674

Torque kg-m 1156 0 -1156

Torque kg-m -549 -776 -549

Torque kg-m 249

Project

0.004260 0.004260

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx

CM

0.000000 0.000000

12:22:04 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

CS

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

CA

59 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 45 90

Page

Job

RISATower

0.000000 0.000000

kg

kg 43.59 43.59

kg 0.00 0.00

kg 30.82 43.59

0.00 0.00

Ing. C. Londoño M.

Vz

OTMx

OTMz

kg -30.82 0.00

kg-m

kg-m -1027 -1270

-144 441

Torque kg-m 353 249

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -2560.37 -1810.46 0.00

kg-m -102978 -72596 751

kg-m

kg-m

0.00 1810.46 2560.37

-182 -73529 -103911

-920 -200 638

User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 108

Wind Azimuth ° 0 45 90

Offsetx m 0.0000 0.0000 0.0000

Offsetz

F

m 0.0000 0.0000 0.0000

Vx

kg

Vz

kg 0.00 0.00 0.00

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m 0.00 0.00 0.00

Torque

kg-m 0 0 0

kg-m 0 0 0

0 0 0

User Load Totals - No Ice Wind Azimuth °

Vx

Vz

kg

0 45 90

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m

Torque

kg-m

0.00 0.00 0.00

kg-m

0 0 0

0 0 0

0 0 0

User Load Vectors - Service CxMANTENIMIENTO - Elevation 108

Wind Azimuth ° 0 45 90

Offsetx m 0.0000 0.0000 0.0000

Offsetz m 0.0000 0.0000 0.0000

F

Vx

kg

Vz

kg 0.00 0.00 0.00

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m 0.00 0.00 0.00

Torque

kg-m 0 0 0

kg-m 0 0 0

0 0 0

Page

Job

RISATower

60 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

User Load Totals - Service Wind Azimuth °

Vx

Vz

kg

0 45 90

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m 0.00 0.00 0.00

Torque

kg-m

kg-m

0 0 0

0 0 0

0 0 0

Force Totals Load Case

Vertical Forces kg 11417.01 17163.18 28580.19 34140.91

Leg Weight Bracing Weight Total Member Self-Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service

Sum of Forces X kg

Sum of Forces Z kg

92.47 33051.97 42950.30

-42950.30 -33051.97 -92.47

23.12 8262.99 10737.58

-10737.58 -8262.99 -23.12

34140.91

Sum of Overturning Moments, Mx kg-m

Sum of Overturning Moments, Mz kg-m

3116 3116 -2046880 -1585880 -2308 3116 -512170 -396920 -1026

Sum of Torques

-4782 -4782 -10207 -1593779 -2054779 -4782 -2056 -397949 -513199

Load Combinations Comb. No. 1 2 3 4 5 6 7

Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service

Maximum Member Forces Section No.

Elevation m

Component Type

Condition

T1

108 - 102

Leg

Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression

Diagonal

Gov. Load Comb. 3 3 2 2 2 2 2 2

Force kg 889.75 -1466.68 -985.45 -63.68 180.94 -180.41 654.14 -720.97

Major Axis Moment kg-m 64 -32 -97 -8 -97 -8 0 0

Minor Axis Moment kg-m 74 -31 4 96 4 96 0 0

kg-m

8552 15552 11219 2138 3888 2805

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Component Type

Top Girt

Mid Girt

T2

102 - 96

Leg

Diagonal

Top Girt

Mid Girt

T3

96 - 90

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

61 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

Mid Girt

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx

Gov. Load Comb. 4 3 2 3 3 4 1 3 1 3 4 4 1 3 1 3 3 3 2 2 2 2 3 3 2 3 2 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 2 3 3 3 4 4 1 3 1 3 4 4 1

Force kg 45.07 -620.37 5.53 1.68 17.16 -3.70 7.26 0.49 10.28 -0.01 95.79 -24.94 37.28 -9.67 10.28 -0.00 4267.55 -5343.35 -3549.18 1212.92 120.79 -120.70 1202.17 -1329.47 343.28 -1310.16 5.62 2.16 233.02 -128.79 54.98 -88.77 -6.94 0.00 457.49 -309.38 78.19 -226.78 10.28 -0.00 9937.46 -11442.38 -7536.16 6009.27 115.58 -115.51 1952.74 -2123.02 768.62 -2103.33 -5.76 3.14 740.90 -546.71 102.60 -409.97 10.28 -0.00 1070.26 -839.26 122.37

Major Axis Moment kg-m 3 3 3 3 0 0 -8 0 0 0 0 0 -8 0 0 0 38 -36 -53 -3 -53 -3 0 0 3 2 3 2 0 0 -5 0 0 0 0 0 -8 0 0 0 33 -48 -63 -5 -63 -5 0 0 4 2 3 2 0 0 -8 0 0 0 0 0 -8

Minor Axis Moment kg-m 0 -3 0 -3 0 0 0 0 0 0 0 0 0 0 0 0 41 -33 1 53 1 53 0 0 0 -4 0 -4 0 0 0 0 0 0 0 0 0 0 0 0 37 -44 2 64 2 64 0 0 0 -6 1 -6 0 0 0 0 0 0 0 0 0

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T4

90 - 84

Component Type

Leg

Diagonal

Top Girt

Mid Girt

T5

84 - 78

Leg

Diagonal

Top Girt

Mid Girt

T6

78 - 72

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

62 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My

Gov. Load Comb. 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4

Force kg -637.87 10.28 -0.00 17842.08 -19724.02 -9961.92 8352.44 109.72 -109.55 2880.33 -3056.96 2862.58 -3048.65 6.20 7.27 1459.86 -1188.42 143.21 -910.77 10.28 -0.00 1891.05 -1598.07 164.87 -1226.01 10.28 -0.00 28114.69 -30709.01 -20302.83 17603.26 -126.92 126.64 4104.30 -3710.06 4083.52 -1634.93 6.73 27.05 2154.14 -2059.56 190.94 -1629.85 10.28 -0.00 2193.24 -2303.28 223.53 -2104.34 13.56 -0.00 42081.71 -44132.97 -29327.05 25957.94 -124.46 124.09 4524.39 -4069.89 4505.53 -1674.55

Major Axis Moment kg-m 0 0 0 37 -36 -63 -5 -56 -6 0 0 4 0 4 2 0 0 -8 0 0 0 0 0 -8 0 0 0 35 -40 -57 -12 -54 -9 0 0 5 3 5 3 0 0 -8 0 0 0 0 0 -10 0 0 0 35 -46 -67 -15 -57 -13 0 0 6 1

Minor Axis Moment kg-m 0 0 0 42 -31 2 64 4 56 0 0 1 -15 1 -15 0 0 0 0 0 0 0 0 0 0 0 0 41 -35 9 57 6 54 0 0 3 -57 3 -57 0 0 0 0 0 0 0 0 0 0 0 0 41 -40 12 68 10 58 0 0 1 -53

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Component Type

Top Girt

Mid Girt

T7

72 - 66

Leg

Diagonal

Top Girt

Mid Girt

T8

66 - 60

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

63 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

Mid Girt

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy

Gov. Load Comb. 3 4 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 4 3 4 4 3 1 3 1 3 4 3 1 3 1 3 3 3 3 3 4 4 3 4 3 4 3 4 4 3 1 3 1 3 4 3 1 3 1

Force kg 6.75 25.26 2191.89 -2300.95 201.76 -2075.37 10.28 -0.00 2192.89 -2303.98 177.87 -2036.91 10.28 -0.00 58807.27 -59432.41 -39906.89 35859.00 -117.89 117.55 6253.67 -4450.54 6236.95 -1696.59 7.25 36.20 2188.44 -2319.23 200.53 -2318.83 10.28 -0.00 2183.59 -2363.38 218.26 -2360.94 10.28 -0.00 78957.80 -76143.99 -6487.27 -6195.49 116.87 -116.53 8975.76 -4902.73 8975.76 -1729.68 7.64 49.40 2191.94 -2325.50 234.18 -2325.15 10.28 -0.00 2167.29 -2358.88 273.65 -2358.57 10.28

Major Axis Moment kg-m 6 3 0 0 -8 0 0 0 0 0 -8 0 0 0 45 -56 -79 -16 -67 -15 0 0 7 4 7 4 0 0 -8 0 0 0 0 0 -8 0 0 0 40 -49 -108 91 -94 -39 7 0 7 5 7 5 0 0 -8 0 0 0 0 0 -8 0 0

Minor Axis Moment kg-m 1 -53 0 0 0 0 0 0 0 0 0 0 0 0 53 -48 12 80 12 68 0 0 25 -76 25 -76 0 0 0 0 0 0 0 0 0 0 0 0 54 -37 98 -100 32 95 41 0 41 -104 41 -104 0 0 0 0 0 0 0 0 0 0 0

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T9

60 - 57

Component Type

Leg

Diagonal

Top Girt

T10

57 - 54

Leg

Diagonal

Horizontal

T11

54 - 49

Leg

Diagonal

Top Girt

T12

49 - 44

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

64 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx

Gov. Load Comb. 3 3 3 3 2 3 2 4 3 4 4 4 4 4 4 4 3 4 3 3 3 3 4 3 2 4 3 4 4 4 4 4 3 3 4 3 4 3 3 4 4 4 4 2 2 4 3 4 3 4 4 4 3 4 3 3 3 2 4 2 2

Force kg -0.00 71709.43 -70418.94 -7783.04 43721.11 126.72 -128.12 11507.53 -7723.16 -3763.69 11507.53 5.27 -1.41 893.02 -1834.05 -1834.05 -183.90 13.49 -1.32 71564.36 -70625.05 -7653.00 -49333.28 -120.44 122.31 11058.07 -7715.84 -3153.54 -4942.29 7.23 -1.43 25999.24 -434.42 5830.50 -74.53 -13.04 324.22 64237.28 -59657.83 36926.32 -41850.34 439.14 -422.95 8116.46 -9022.67 -2145.92 7479.02 -9.63 2.58 6830.35 -6737.44 6830.35 -5795.53 -18.77 -1.84 63988.66 -59922.02 36982.32 36988.07 569.35 -549.38

Major Axis Moment kg-m 0 54 -81 -125 -33 -125 -33 0 0 -4 0 0 0 0 0 -10 0 0 0 35 -16 146 61 -125 -34 0 0 -7 0 0 0 3 0 9 1 9 0 134 -282 529 51 145 61 0 0 -13 0 0 0 0 0 -20 0 0 0 393 -372 541 -6 527 51

Minor Axis Moment kg-m 0 38 -42 106 115 106 115 0 0 0 1 0 0 0 0 0 1 0 0 85 -121 -132 -143 106 115 0 0 0 1 0 0 -271 0 154 580 154 0 27 -368 -64 -506 -47 -143 0 0 0 4 0 0 0 0 0 2 0 0 313 -366 -1 537 -59 -505

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

Condition

Diagonal

Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension

Inner Bracing

44 - 39

Leg

Diagonal

Top Girt

T14

39 - 34

Leg

Diagonal

Horizontal

Inner Bracing

T15

34 - 29

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Horizontal

T13

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

65 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Gov. Load Comb. 2 2 4 4 4 4 2 2 2 4 2 4 3 3 1 3 1 3 3 3 2 4 2 4 2 3 4 3 4 3 4 4 4 3 4 3 3 3 2 2 2 2 3 3 4 4 4 4 4 4 2 4 2 4 3 3 1 3 1 3 3

Force kg 8759.72 -9933.27 -229.67 8539.46 13.96 -2.80 720.50 -1023.95 -64.91 623.65 -15.08 16.31 899.12 -962.22 -10.82 899.12 12.48 -0.13 66287.06 -69492.79 40298.40 40266.22 598.19 611.86 6501.21 -8005.26 1570.19 5451.12 16.90 -3.29 8636.35 -7647.24 8636.35 -5848.37 33.37 -3.27 65927.86 -69706.87 -46706.70 39574.40 -249.17 270.35 7619.19 -9684.61 3233.38 7332.76 16.78 2.73 1327.77 -1572.92 -66.69 1327.77 -25.02 10.49 99.78 -152.27 -15.25 -152.27 -27.49 0.24 78608.46

Major Axis Moment kg-m 0 0 -21 0 0 0 8 8 9 7 9 7 0 0 -11 0 0 0 385 -247 540 -5 540 -5 0 0 -25 0 0 0 0 0 -51 0 0 0 217 -152 -329 -36 -329 -36 0 0 -27 0 0 0 17 17 20 17 20 17 0 0 -35 0 0 0 126

Minor Axis Moment kg-m 0 0 0 4 0 0 -39 -39 37 -39 37 -39 0 0 0 0 0 0 390 -204 -2 537 -2 537 0 0 0 5 0 0 0 0 0 5 0 0 266 -102 29 349 29 349 0 0 0 4 0 0 -30 -30 26 -30 26 -30 0 0 0 0 0 0 173

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Component Type

Diagonal

Top Girt

T16

29 - 24

Leg

Diagonal

Horizontal

T17

24 - 19

Leg

Diagonal

Top Girt

T18

19 - 14

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

66 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression

Gov. Load Comb. 3 4 4 4 4 3 4 4 3 4 3 4 4 4 6 4 6 3 3 3 3 2 2 3 4 4 4 4 4 4 4 4 4 4 4 3 3 2 2 2 2 4 4 4 4 4 4 2 4 1 1 1 1 3 3 2 2 2 2 4 4

Force kg -88189.46 -58454.22 49222.20 -421.89 442.32 9159.66 -4241.68 3892.79 4785.75 22.17 -3.75 4957.80 -4322.93 4957.80 -937.70 44.02 -4.30 78310.73 -88452.66 -6254.35 -6254.35 236.08 254.94 8513.46 -4616.26 3919.57 -426.86 27.43 -4.48 15346.36 -612.38 -124.35 -57.09 31.24 69.77 85728.66 -98906.82 -66239.16 50602.27 263.54 -282.14 16218.33 -4262.39 4548.86 16218.33 36.96 -6.04 810.50 -3763.37 117.63 117.63 73.64 7.21 85475.29 -99203.72 -66284.45 50426.65 -278.18 287.01 14410.45 -4865.84

Major Axis Moment kg-m -250 -279 -97 -279 -97 0 0 -36 0 0 0 0 0 -89 0 0 0 220 -107 -255 -255 -233 53 0 0 -49 0 0 0 27 28 30 28 30 0 102 -235 -259 -24 -259 -24 0 0 -66 0 0 0 0 0 -185 0 0 0 196 -143 -259 -24 -259 -24 0 0

Minor Axis Moment kg-m -222 123 292 123 292 0 0 0 6 0 0 0 0 0 9 0 0 257 -74 273 273 126 254 0 0 0 8 0 0 -59 75 305 305 305 0 137 -203 -28 276 -28 276 0 0 0 11 0 0 0 0 0 18 0 0 225 -139 -29 277 -29 277 0 0

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

Component Type

Horizontal

T19

14 - 7

Leg

Diagonal

Top Girt

T20

7-0

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

67 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Horizontal

Inner Bracing

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx

Gov. Load Comb. 4 4 4 4 4 2 4 4 4 4 3 3 4 2 4 2 3 3 4 4 4 4 1 4 1 1 1 1 3 3 4 2 4 2 4 3 4 4 4 4 2 2 2 4 2 4 3 3 1 2 1 2

Force kg 4698.85 -185.24 44.06 -6.68 14379.63 -695.24 -193.21 -106.42 37.66 46.58 79470.69 -92730.60 48572.08 48171.03 -372.00 -416.50 9579.85 -10512.70 -4206.39 -4206.39 43.31 -14.79 0.00 -2842.50 -236.97 -236.97 86.48 -18.38 78981.44 -93190.18 48293.60 47883.40 423.24 468.74 8952.06 -11314.75 -10248.61 -10731.27 64.71 17.99 605.28 -997.78 -24.13 576.61 -67.68 30.55 129.71 -372.92 -84.20 116.66 -57.91 0.09

Maximum Reactions

Major Axis Moment kg-m -86 0 0 0 40 42 42 41 42 0 192 -374 604 -49 604 -49 0 0 -101 0 0 0 0 0 -259 0 0 0 402 0 604 -41 604 -41 0 0 -186 0 0 0 100 0 103 100 103 100 0 0 -153 0 0 0

Minor Axis Moment kg-m 0 13 0 0 -174 87 241 241 241 0 192 -302 -11 668 -11 668 0 0 0 35 0 0 0 0 0 55 0 0 482 0 -5 669 -5 669 0 0 0 -52 0 0 -141 0 97 -142 97 -142 0 0 0 0 0 0

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Leg D

Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z

Leg C

Leg B

Leg A

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Condition

68 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Location

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4 4 4

Vertical kg

Horizontal, X kg

Horizontal, Z kg

8488.80 8488.80 -80693.98 -80693.98 -80693.98 8488.80 66084.74 -48570.70 -48570.70 -48570.70 66084.74 66084.74 97326.68 8581.65 97326.68 8581.65 97326.68 8581.65 65637.81 65637.81 65637.81 -49007.69 -49007.69 -49007.69

2668.67 2668.67 -20429.84 -20429.84 -20429.84 2668.67 -13104.42 15988.39 15988.39 15988.39 -13104.42 -13104.42 -24876.24 -2614.67 -24876.24 -2614.67 -24876.24 -2614.67 20940.09 20940.09 20940.09 -8360.66 -8360.66 -8360.66

-2601.45 -2601.45 20138.67 20138.67 20138.67 -2601.45 -20727.14 8565.29 8565.29 8565.29 -20727.14 -20727.14 25344.27 2681.89 25344.27 2681.89 25344.27 2681.89 12761.65 12761.65 12761.65 -16328.39 -16328.39 -16328.39

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service

Vertical kg 34140.91 34140.76 34148.38 34140.53 34140.88 34140.87 34140.85

Shearx

Shearz

kg

kg

-0.03 92.44 33046.63 43020.73 23.12 8263.17 10737.82

-0.03 -43026.62 -33070.92 -92.40 -10737.76 -8262.84 -23.12

Overturning Moment, Mx kg-m 3114 -2060676 -1594058 -2322 -512115 -396259 1769

Overturning Moment, Mz kg-m -4781 -10633 -1601413 -2068231 -6162 -404192 -520041

Torque kg-m 0 8573 15565 11229 2144 3896 2809

Solution Summary Load Comb. 1 2 3 4 5 6 7

PX kg -0.00 92.47 33051.98 42950.31 23.12 8262.99 10737.58

Sum of Applied Forces PY kg -34140.91 -34140.91 -34140.91 -34140.91 -34140.91 -34140.91 -34140.91

PZ kg 0.00 -42950.31 -33051.97 -92.47 -10737.58 -8262.99 -23.12

PX kg 0.03 -92.44 -33046.63 -43020.73 -23.12 -8263.17 -10737.82

Sum of Reactions PY kg 34140.91 34140.76 34148.38 34140.53 34140.88 34140.87 34140.85

PZ kg 0.03 43026.62 33070.92 92.40 10737.76 8262.84 23.12

% Error 0.000% 0.139% 0.036% 0.128% 0.001% 0.001% 0.001%

Page

Job

RISATower

69 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7

Converged?

Number of Cycles 11 200 200 200 29 47 28

Yes No No No Yes Yes Yes

Displacement Tolerance 0.00000001 0.02737554 0.03012731 0.02738839 0.00010592 0.00012004 0.00013758

Force Tolerance 0.00008229 0.00000000 0.00000000 0.00000000 0.00011173 0.00011556 0.00014540

Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Elevation m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0

Horz. Deflection mm 452.61 399.84 347.19 295.37 245.42 198.75 156.25 118.75 88.02 76.10 67.33 52.56 41.87 31.04 22.95 15.08 9.80 4.71 1.96 0.38

Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

Tilt

Twist

° 0.5029 0.5019 0.4961 0.4820 0.4562 0.4151 0.3732 0.3155 0.2399 0.2070 0.1738 0.1474 0.1208 0.1009 0.0843 0.0701 0.0538 0.0405 0.0253 0.0124

° 0.0176 0.0172 0.0166 0.0157 0.0146 0.0130 0.0111 0.0087 0.0062 0.0049 0.0038 0.0037 0.0041 0.0045 0.0028 0.0019 0.0012 0.0010 0.0007 0.0004

Critical Deflections and Radius of Curvature - Service Wind Elevation

Appurtenance

m 108.0000 107.0000 106.5000 106.0000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000

AT15-250 AT15-250 2 ANT TV 0.30x2.0m AT15-250 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m

Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6

Deflection

Tilt

Twist

mm 452.61 443.82 439.42 435.02 413.03 377.86 351.56 303.91 278.45 245.42 221.61

° 0.5029 0.5029 0.5029 0.5028 0.5024 0.5003 0.4968 0.4850 0.4751 0.4562 0.4365

° 0.0176 0.0175 0.0175 0.0175 0.0173 0.0170 0.0167 0.0159 0.0154 0.0146 0.0139

Radius of Curvature m Inf Inf Inf Inf Inf 108258 48789 22618 15610 10632 9415

Page

Job

RISATower

70 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation

Appurtenance

m 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH

Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

Deflection

Tilt

Twist

mm 176.94 152.92 127.57 107.67 83.69 72.98 67.33 64.36 61.29 47.96 38.59 31.04 25.26 22.95 21.33 18.04 9.80 4.71

° 0.3947 0.3692 0.3323 0.2905 0.2288 0.1953 0.1738 0.1660 0.1602 0.1372 0.1139 0.1009 0.0890 0.0843 0.0814 0.0759 0.0538 0.0405

° 0.0121 0.0109 0.0093 0.0078 0.0058 0.0045 0.0038 0.0036 0.0035 0.0038 0.0043 0.0045 0.0034 0.0028 0.0026 0.0022 0.0012 0.0010

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Radius of Curvature m 8052 7318 5675 4880 3039 3677 8094 9998 160763 7045 27063 5278 317199 16333 30372 12278 19961 7554

Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Elevation

Horz. Deflection mm 1854.20 1636.84 1420.04 1206.71 1001.21 809.37 634.93 481.14 355.49 306.72 271.47 212.07 168.93 125.21 92.45 60.72 39.34 18.93 7.82 1.51

m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0

Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Tilt

Twist

° 2.0715 2.0670 2.0427 1.9837 1.8760 1.7044 1.5314 1.2927 0.9776 0.8442 0.6998 0.5939 0.4875 0.4085 0.3422 0.2847 0.2172 0.1634 0.1012 0.0495

° 0.0748 0.0733 0.0708 0.0673 0.0626 0.0562 0.0482 0.0383 0.0254 0.0200 0.0152 0.0150 0.0165 0.0180 0.0114 0.0078 0.0048 0.0041 0.0026 0.0015

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 108.0000 107.0000

AT15-250 AT15-250

Gov. Load Comb. 3 3

Deflection

Tilt

Twist

mm 1854.20 1817.98

° 2.0715 2.0713

° 0.0748 0.0746

Radius of Curvature m Inf Inf

RISATower I . P. DOLMEN S.A.

71 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

12:22:04 10/23/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation

Appurtenance

m 106.5000 106.0000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000

2 ANT TV 0.30x2.0m AT15-250 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH

Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Deflection

Tilt

Twist

mm 1799.86 1781.75 1691.19 1546.31 1438.02 1241.86 1137.06 1001.21 903.30 719.84 621.24 517.24 435.83 337.72 294.12 271.47 259.58 247.25 193.49 155.68 125.21 101.79 92.45 85.91 72.66 39.34 18.93

° 2.0712 2.0711 2.0693 2.0603 2.0459 1.9962 1.9550 1.8760 1.7937 1.6200 1.5152 1.3630 1.1875 0.9331 0.7940 0.6998 0.6667 0.6428 0.5538 0.4600 0.4085 0.3610 0.3422 0.3307 0.3084 0.2172 0.1634

° 0.0745 0.0743 0.0737 0.0724 0.0710 0.0680 0.0659 0.0626 0.0596 0.0523 0.0475 0.0412 0.0338 0.0237 0.0182 0.0152 0.0145 0.0143 0.0155 0.0174 0.0180 0.0136 0.0114 0.0104 0.0090 0.0048 0.0041

Ing. C. Londoño M.

Radius of Curvature m Inf Inf Inf 25788 11568 5396 3744 2561 2258 1948 1783 1352 1184 733 844 1953 2336 233306 1753 6735 1322 54350 4233 7996 3072 5417 1925

Bolt Design Data Section No.

Elevation

Component Type

Bolt Grade

m T1

T2

T3

T4

108

102

96

90

Leg

A394T0

Bolt Size mm

Number Of Bolts

16

4

Maximum Load per Bolt kg 218.02

Allowable Load kg 5528.16

Diagonal

A394T0

16

2

360.49

3699.61

Top Girt

A394T0

16

2

8.58

3699.61

Mid Girt

A394T0

16

2

47.89

3699.61

Leg

A394T0

16

8

784.32

5528.16

Diagonal

A394T0

16

2

664.74

3699.61

Top Girt

A394T0

16

2

116.51

2466.41

Mid Girt

A394T0

16

2

228.75

3699.61

Leg

A394T0

16

8

2027.54

5528.16

Diagonal

A394T0

16

2

1061.51

3699.61

Top Girt

A394T0

16

2

370.45

3699.61

Mid Girt

A394T0

16

2

535.13

3699.61

Leg

A394T0

16

12

2552.29

5528.16

Diagonal

A394T0

16

2

1528.48

3699.61

Top Girt

A394T0

16

2

729.93

3699.61

Ratio Load Allowable 0.039 0.097 0.002 0.013 0.142 0.180 0.047 0.062 0.367 0.287 0.100 0.145 0.462 0.413 0.197

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Section No.

Elevation

Component Type

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

T16

84

78

72

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

Bolt Size mm

Number Of Bolts

Mid Girt

A394T0

16

2

Maximum Load per Bolt kg 945.53

Allowable Load kg 3699.61

Leg

A394T0

16

12

4137.29

5528.16

Diagonal

A394T0

16

2

2052.15

3699.61

Top Girt

A394T0

16

2

1077.07

3699.61

Mid Girt

A394T0

16

2

1151.64

4932.82

Leg

A394T0

16

16

4656.08

8292.26

Diagonal

A394T0

16

2

2262.19

3699.61

Top Girt

A394T0

16

2

1150.47

3699.61

Mid Girt

A394T0

16

2

1151.99

3699.61

Leg

A394T0

16

16

6445.78

8292.26

Diagonal

A394T0

16

2

3126.84

3699.61

Top Girt

A394T0

16

2

1159.62

3699.61

Mid Girt

A394T0

16

2

1181.69

3699.61

Leg Diagonal

A394T0 A394T0

16 16

10 3

13686.34 2991.92

8292.26 3699.61

Top Girt

A394T0

16

2

1162.75

3699.61

Mid Girt

A394T0

16

2

1179.44

3699.61

Leg Diagonal

A394T0 A394T0

19 16

10 3

14341.87 3835.85

9950.69 3699.61

Top Girt

A394T0

16

3

611.35

4932.82

57

Leg

A394T0

19

16

8945.52

9950.69

54

Diagonal Horizontal Leg

A394T0 A394T0 A394T0

16 16 19

2 3 16

5529.02 8666.43 8029.68

3699.61 4932.82 9950.69

Diagonal

A394T0

16

2

4511.34

4932.82

Top Girt

A394T0

16

2

3415.17

4932.82

Leg

A394T0

19

16

7998.60

9950.69

66

60

49

44

39

34

29

72 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

m

T5

Page

Job

Diagonal

A394T0

16

2

4966.66

4932.82

Horizontal

A394T0

16

2

511.97

4932.82

Leg

A394T0

19

16

8686.61

9950.69

Diagonal

A394T0

16

2

4002.63

4932.82

Top Girt

A394T0

16

2

4318.17

4932.82

Leg

A394T0

19

16

8713.38

9950.69

Diagonal

A394T0

16

2

4842.33

3699.61

Horizontal

A394T0

16

2

786.46

4932.82

Leg

A394T0

19

16

11023.70

9950.69

Diagonal

A394T0

16

2

4579.83

4932.82

Top Girt

A394T0

16

2

2478.90

4932.82

Leg

A394T0

19

16

11056.59

9950.69

Diagonal

A394T0

16

3

2837.82

4932.82

Ratio Load Allowable 0.256 0.748 0.555 0.291 0.233 0.561 0.611 0.311 0.311 0.777 0.845 0.313 0.319 1.651 0.809 0.314 0.319 1.441 1.037 0.124 0.899 1.494 1.757 0.807 0.915 0.692 0.804 1.007 0.104 0.873 0.811 0.875 0.876 1.309 0.159 1.108 0.928 0.503 1.111 0.575

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333 1.333

Bearing Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333 1.333

Bearing Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333 1.333 1.333

Member Bearing Member Bearing Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Bolt Grade

Horizontal

A394T0

16

3

Maximum Load per Bolt kg 5115.43

m

T17

T18

T19

T20

24

19

14

7

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation

73 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Bolt Size mm

Number Of Bolts

Allowable Load kg 4932.82

Leg

A394T0

19

16

12363.34

9950.69

Diagonal

A394T0

16

3

5406.10

4932.82

Top Girt

A394T0

16

2

1881.69

4932.82

Leg Diagonal

A394T0 A394T0

19 16

10 3

19840.73 4803.50

9950.69 4932.82

Horizontal

A394T0

16

3

4793.20

4932.82

Leg Diagonal

A394T0 A394T0

19 16

10 3

18546.13 3504.23

9979.03 4932.82

Top Girt

A394T0

16

2

1421.25

4932.82

Leg Diagonal

A394T0 A394T0

19 16

10 3

18638.03 3771.58

9979.03 4932.82

Horizontal

A394T0

16

3

332.59

4932.82

Ratio Load Allowable 1.037 1.242 1.096 0.381 1.994 0.974 0.972 1.859 0.710 0.288 1.868 0.765 0.067

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333 1.333

Bearing Member Bearing

1.333

Member Bearing

1.333 1.333

Bolt SS Member Bearing

1.333

Member Bearing

1.333 1.333

Bolt SS Member Bearing

1.333

Member Bearing

Compression Checks Leg Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 108 - 102

L102x102x6

m 6.0000

m 3.0000

T2

102 - 96

L102x102x6

6.0000

3.0000

T3

96 - 90

L102x102x6

6.0000

T4

90 - 84

L102x102x6

T5

84 - 78

T6

Kl/r

Fa

A mm2 1252

Actual P kg -1466.68

Allow. Pa kg 15727.46

Ratio P Pa 0.093

kPa 123228

74.3 K=0.50

123228

1252

-5343.36

15727.46

0.340

3.0000

74.3 K=0.50

123228

1252

-11442.37

15727.46

0.728

6.0000

3.0000

74.3 K=0.50

123228

1252

-19724.02

15727.46

1.254

L102x102x6

6.0000

3.0000

74.3 K=0.50

123228

1252

-30709.03

15727.46

1.953

78 - 72

H1-3 (1.95 CR) - 115 L102x102x10

6.0000

3.0000

74.9 K=0.50

137925

1845

-44132.96

25951.16

1.701

T7

72 - 66

H1-3 (1.70 CR) - 143 L102x102x10

6.0000

3.0000

74.9 K=0.50

137925

1845

-59432.41

25951.16

2.290

T8

66 - 60

H1-3 (2.29 CR) - 171 L102x102x10

6.0000

3.0000

74.9 K=0.50

137925

1845

-76144.12

25951.16

2.934

T9

60 - 57

H1-3 (2.93 CR) - 199 L102x102x10

3.0286

3.0286

49.9 K=0.33

167963

1845

-70418.87

31602.88

2.228

T10

57 - 54

H1-3 (2.23 CR) - 227 L102x102x10

3.0286

3.0286

49.9

167963

1845

-70625.26

31602.88

2.235

74.3 K=0.50

RISATower I . P. DOLMEN S.A.

Section No.

Elevation

74 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=0.33 T11

54 - 49

H1-3 (2.23 CR) - 247 L127x127x10

T12

49 - 44

H1-3 (1.69 CR) - 259 L127x127x10

5.0476

5.0476

66.2 K=0.33

148963

2329

-59921.84

35378.04

1.694

T13

44 - 39

H1-3 (1.69 CR) - 279 L127x127x10

5.0477

5.0477

66.2 K=0.33

148962

2329

-69492.64

35377.67

1.964

T14

39 - 34

H1-3 (1.96 CR) - 295 L152x152x10

5.0476

5.0476

55.1 K=0.33

140465

2813

-69706.73

40290.49

1.730

T15

34 - 29

H1-3 (1.73 CR) - 315 L152x152x10

5.0476

5.0476

55.1 K=0.33

140465

2813

-88189.27

40290.49

2.189

T16

29 - 24

H1-3 (2.19 CR) - 331 L152x152x10

5.0476

5.0476

55.1 K=0.33

140465

2813

-88452.81

40290.49

2.195

T17

24 - 19

H1-3 (2.20 CR) - 351 L152x152x10

5.0477

5.0477

55.1 K=0.33

140464

2813

-98906.75

40290.22

2.455

T18

19 - 14

H1-3 (2.45 CR) - 363 L152x152x10

5.0476

5.0476

55.1 K=0.33

140465

2813

-99203.85

40290.49

2.462

T19

14 - 7

H1-3 (2.46 CR) - 383 L152x152x13

7.3093

7.3093

61.0 K=0.25

155488

3710

-92730.64

58818.25

1.577

T20

7-0

bolt (1.86 CR) - 395 L152x152x13

7.3093

7.3093

61.0 K=0.25

155488

3710

-93190.13

58818.25

1.584

Allow. Pa kg 1154.77

Ratio P Pa 0.624

5.0476

5.0476

66.2 K=0.33

148963

2329

-59657.85

35378.04

1.686

bolt (1.87 CR) - 415

Diagonal Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 108 - 102

L51x51x5

m 4.2426

m 2.0495

T2

102 - 96

KL/R > 200 (C) - 16 L51x51x5

4.2426

2.0495

T3

96 - 90

KL/R > 200 (C) - 44 L51x51x5

4.2426

T4

90 - 84

KL/R > 200 (C) - 72 L51x51x5

T5

84 - 78

T6

78 - 72

Kl/r

Fa

A

kPa 24550

mm2 461

Actual P kg -720.97

204.8 K=1.00

24550

461

-1329.47

1154.77

1.151

2.0495

204.8 K=1.00

24550

461

-2123.02

1154.77

1.838

4.2426

2.0495

204.8 K=1.00

24550

461

-3056.96

1154.77

2.647

KL/R > 200 (C) - 100 L51x51x5

4.2426

2.0495

204.8 K=1.00

24550

461

-3710.06

1154.77

3.213

KL/R > 200 (C) - 128 L51x51x5

4.2426

2.0495

204.8 K=1.00

24550

461

-4069.89

1154.77

3.524

204.8 K=1.00

RISATower I . P. DOLMEN S.A.

Section No.

Elevation

75 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T7

72 - 66

KL/R > 200 (C) - 156 L51x51x5

4.2426

2.0495

204.8 K=1.00

24550

461

-4450.54

1154.77

3.854

T8

66 - 60

KL/R > 200 (C) - 184 L51x51x5

4.2426

2.0495

204.8 K=1.00

24550

461

-4902.75

1154.77

4.246

T9

60 - 57

KL/R > 200 (C) - 210 L64x64x5

3.3669

3.2550

164.7 K=1.00

37948

582

-7723.18

2251.87

3.430

T10

57 - 54

H1-3 (3.43 CR) - 240 L64x64x5

3.6663

3.5779

181.1 K=1.00

31408

582

-7715.84

1863.75

4.140

T11

54 - 49

H1-3 (4.14 CR) - 254 L64x64x6

5.4401

5.3112

271.9 K=1.00

13925

768

-9022.68

1090.19

8.276

T12

49 - 44

KL/R > 200 (C) - 273 L64x64x6

5.8850

5.7646

295.1 K=1.00

11821

768

-9933.27

925.43

10.734

T13

44 - 39

KL/R > 200 (C) - 285 L76x76x6

5.8851

5.7647

244.0 K=1.00

17288

929

-8005.27

1637.82

4.888

T14

39 - 34

KL/R > 200 (C) - 309 L76x76x5

6.4490

6.3283

265.3 K=1.00

14625

703

-9684.61

1048.74

9.235

T15

34 - 29

KL/R > 200 (C) - 320 L76x76x6

6.4490

6.3283

267.9 K=1.00

14346

929

-4241.68

1359.06

3.121

T16

29 - 24

KL/R > 200 (C) - 338 L76x76x6

7.1031

6.9958

296.2 K=1.00

11739

929

-4616.26

1112.07

4.151

T17

24 - 19

KL/R > 200 (C) - 354 L102x102x6

7.1032

6.9959

220.3 K=1.00

21207

1252

-4262.39

2706.57

1.575

T18

19 - 14

KL/R > 200 (C) - 370 L102x102x6

7.8255

7.7265

243.4 K=1.00

17386

1252

-4865.82

2218.92

2.193

T19

14 - 7

KL/R > 200 (C) - 386 L102x102x6

9.3388

9.2237

290.5 K=1.00

12200

1252

-10512.69

1557.04

6.752

T20

7-0

KL/R > 200 (C) - 408 L102x102x6

11.4788

11.3827

140.9 K=0.25

51845

1252

-11314.73

6616.87

1.710

H1-3 (1.71 CR) - 422

Page

Job

RISATower

76 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Horizontal Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 52730

mm 768

Actual P kg -434.42

100.7 K=0.50

88840

768

-1023.95

6955.07

0.147

3.4910

116.1 K=0.50

74720

929

-1572.92

7078.54

0.222

9.0650

4.4563

148.2 K=0.50

46891

929

-612.39

4442.24

0.138

L76x76x6

11.0220

5.4348

180.7 K=0.50

31526

929

-695.24

2986.64

0.233

L102x102x6

14.9750

7.4113

58.7 K=0.16

117550

1252

-997.78

15002.80

0.067

Allow. Pa kg 2840.10

Ratio P Pa 0.001

T10

m 57 - 54

L64x64x6

m 3.5870

m 1.7427

T12

49 - 44

L64x64x6

5.1520

2.5125

T14

39 - 34

L76x76x6

7.1090

T16

29 - 24

L76x76x6

T18

19 - 14

T20

7-0

Kl/r

139.7 K=1.00

Fa

A 2

Allow. Pa kg 4128.09

Ratio P Pa 0.105

Top Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 47861

mm 582

Actual P kg -3.70

144.9 K=1.00

49027

393

-128.79

1965.48

0.066

2.8984

146.7 K=1.00

47861

582

-546.71

2840.10

0.192

3.0000

2.8984

146.7 K=1.00

47861

582

-1188.42

2840.10

0.418

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2059.56

2840.10

0.725

78 - 72

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2300.95

2840.10

0.810

T7

72 - 66

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2319.23

2840.10

0.817

T8

66 - 60

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2325.50

2840.10

0.819

T9

60 - 57

L64x64x6

3.0000

2.8984

148.4 K=1.00

46760

768

-1834.05

3660.73

0.501

T11

54 - 49

L64x64x6

4.1740

4.0724

208.5 K=1.00

23686

768

-6737.44

1854.31

3.633

T13

44 - 39

KL/R > 200 (C) - 264 L76x76x6

6.1300

6.0030

254.1 K=1.00

15943

929

-7647.25

1510.35

5.063

T15

34 - 29

KL/R > 200 (C) - 300 L76x76x6

8.0870

7.9346

167.9 K=0.50

36502

929

-4322.93

3457.98

1.250

T17

24 - 19

L102x102x6

10.0430

9.8906

155.8 K=0.50

42440

1252

-3763.37

5416.53

0.695

T19

14 - 7

L102x102x6

12.0000

11.8476

186.6

29577

1252

-2842.51

3774.90

0.753

T1

m 108 - 102

L64x64x5

m 3.0000

m 2.8984

T2

102 - 96

L64x64x3

3.0000

2.8984

T3

96 - 90

L64x64x5

3.0000

T4

90 - 84

L64x64x5

T5

84 - 78

T6

Kl/r

146.7 K=1.00

Fa

A 2

RISATower I . P. DOLMEN S.A.

Section No.

Elevation

77 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

mm2

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Actual P kg

Allow. Pa kg

Ratio P Pa

Allow. Pa kg 2840.10

Ratio P Pa 0.009

K=0.50

Mid Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 108 - 102

L64x64x5

m 3.0000

m 2.8984

T2

102 - 96

L64x64x5

3.0000

2.8984

T3

96 - 90

L64x64x5

3.0000

T4

90 - 84

L64x64x5

T5

84 - 78

T6

Kl/r

Fa

A

kPa 47861

mm2 582

Actual P kg -24.94

146.7 K=1.00

47861

582

-309.38

2840.10

0.109

2.8984

146.7 K=1.00

47861

582

-839.26

2840.10

0.296

3.0000

2.8984

146.7 K=1.00

47861

582

-1598.07

2840.10

0.563

L64x64x6

3.0000

2.8984

148.4 K=1.00

46760

768

-2303.27

3660.73

0.629

78 - 72

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2303.98

2840.10

0.811

T7

72 - 66

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2363.38

2840.10

0.832

T8

66 - 60

L64x64x5

3.0000

2.8984

146.7 K=1.00

47861

582

-2358.88

2840.10

0.831

146.7 K=1.00

Inner Bracing Design Data (Compression) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

kPa 30295

2

mm 582

Actual P kg -962.21

Allow. Pa kg 1797.75

Ratio P Pa 0.535

T12

m 49 - 44

L64x64x5

m 3.6430

m 3.6430

T14

39 - 34

L76x76x6

5.0268

5.0268

212.8 K=1.00

22736

929

-152.27

2153.90

0.071

T20

7-0

L76x76x6

10.5889

10.5889

448.3 K=1.00

5124

929

-372.92

485.41

0.768

KL/R > 250 (C) - 425

184.4 K=1.00

Page

Job

RISATower

78 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Tension Checks Leg Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A mm2 1010

Actual P kg 889.75

Allow. Pa kg 23070.85

Ratio P Pa 0.039

T1

m 108 - 102

L102x102x6

m 6.0000

m 3.0000

94.5

kPa 224080

T2

102 - 96

L102x102x6

6.0000

3.0000

94.5

224080

1010

4267.55

23070.85

0.185

T3

96 - 90

L102x102x6

6.0000

3.0000

94.5

224080

1010

9937.44

23070.85

0.431

T4

90 - 84

L102x102x6

6.0000

3.0000

94.5

224080

1010

17842.06

23070.85

0.773

T5

84 - 78

L102x102x6

6.0000

3.0000

94.5

224080

1010

28076.01

23070.85

1.217

T6

78 - 72

L102x102x10

6.0000

3.0000

96.0

224080

1482

42042.85

33869.21

1.241

T7

72 - 66

L102x102x10

6.0000

3.0000

96.0

224080

1482

58807.36

33869.21

1.736

T8

66 - 60

H2-1 (1.74 CR) - 169 L102x102x10

6.0000

3.0000

96.0

224080

1482

78957.75

33869.21

2.331

T9

60 - 57

H2-1 (2.33 CR) - 197 L102x102x10

3.0286

3.0286

96.9

224080

1422

71709.35

32487.16

2.207

T10

57 - 54

H2-1 (2.21 CR) - 225 L102x102x10

3.0286

3.0286

96.9

224080

1422

71564.20

32487.16

2.203

T11

54 - 49

H2-1 (2.20 CR) - 245 L127x127x10

5.0476

5.0476

127.4

224080

1906

64237.32

43543.47

1.475

T12

49 - 44

H2-1 (1.48 CR) - 257 L127x127x10

5.0476

5.0476

127.4

224080

1906

63988.75

43543.47

1.470

T13

44 - 39

H2-1 (1.47 CR) - 277 L127x127x10

5.0477

5.0477

127.4

224080

1906

66287.10

43543.47

1.522

T14

39 - 34

H2-1 (1.52 CR) - 293 L152x152x10

5.0476

5.0476

105.7

224080

2390

65931.48

54599.84

1.208

T15

34 - 29

L152x152x10

5.0476

5.0476

105.7

224080

2390

78608.49

54599.84

1.440

T16

29 - 24

H2-1 (1.44 CR) - 329 L152x152x10

5.0476

5.0476

105.7

224080

2390

78310.93

54599.84

1.434

T17

24 - 19

H2-1 (1.43 CR) - 349 L152x152x10

5.0477

5.0477

105.7

224080

2390

85730.34

54599.84

1.570

T18

19 - 14

H2-1 (1.57 CR) - 361 L152x152x10

5.0476

5.0476

105.7

224080

2390

85475.42

54599.84

1.565

T19

14 - 7

bolt (1.72 CR) - 381 L152x152x13

7.3093

7.3093

154.7

224080

3145

79470.77

71866.29

1.106

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T20

m 7-0

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation

79 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

L152x152x13

m 7.3093

m 7.3093

Kl/r

Fa

A

154.7

kPa 224080

mm2 3145

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Actual P kg 78981.34

Allow. Pa kg 71866.29

Ratio P Pa 1.099

Allow. Pa kg 7005.28

Ratio P Pa 0.093

Diagonal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 2.0495

130.8

kPa 148927

mm2 461

Actual P kg 654.13

T1

m 108 - 102

L51x51x5

m 4.2426

T2

102 - 96

L51x51x5

4.2426

2.0495

130.8

148927

461

1202.17

7005.28

0.172

T3

96 - 90

L51x51x5

4.2426

2.0495

130.8

148927

461

1952.74

7005.28

0.279

T4

90 - 84

L51x51x5

4.2426

2.0495

130.8

148927

461

2880.33

7005.28

0.411

T5

84 - 78

L51x51x5

4.2426

2.0495

130.8

148927

461

4104.30

7005.28

0.586

T6

78 - 72

L51x51x5

4.2426

2.0495

130.8

148927

461

4524.39

7005.28

0.646

T7

72 - 66

L51x51x5

4.2426

2.0495

130.8

148927

461

6253.68

7005.28

0.893

T8

66 - 60

L51x51x5

4.2426

2.0495

130.8

148927

461

8975.78

7005.28

1.281

T9

60 - 57

L64x64x5

3.3669

3.2550

164.7

148927

582

11507.55

8837.43

1.302

T10

57 - 54

L64x64x5

3.6663

3.5779

181.1

148927

582

11058.09

8837.43

1.251

T11

54 - 49

L64x64x6

5.4401

5.3112

271.9

148927

768

8116.45

11659.14

0.696

T12

49 - 44

L64x64x6

5.8850

5.7646

295.1

148927

768

8759.73

11659.14

0.751

T13

44 - 39

L76x76x6

5.8851

5.7647

244.0

148927

929

6501.21

14108.54

0.461

T14

39 - 34

L76x76x5

6.4490

6.3283

265.3

148927

703

7619.17

10679.38

0.713

T15

34 - 29

L76x76x6

6.4490

6.3283

267.9

148927

929

9159.67

14108.54

0.649

T16

29 - 24

L76x76x6

7.1031

6.9958

296.2

148927

929

8513.48

14108.54

0.603

T17

24 - 19

L102x102x6

7.1032

6.9959

220.3

148927

1252

16218.34

19007.34

0.853

T18

19 - 14

L102x102x6

7.8255

7.7265

243.4

148927

1252

14410.45

19007.34

0.758

T19

14 - 7

L102x102x6

9.3388

9.2237

290.5

148927

1252

9579.87

19007.34

0.504

T20

7-0

L102x102x6

11.4788

11.3827

358.5

148927

1252

8952.06

19007.34

0.471

Page

Job

RISATower

80 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Horizontal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T10

m 57 - 54

L64x64x6

m 3.5870

m 1.7427

178.4

kPa 148927

mm 768

Actual P kg 25999.24

T12

49 - 44

H2-1 (2.23 CR) - 242 L64x64x6

5.1520

2.5125

128.6

148927

768

720.50

11659.14

0.062

T14

39 - 34

L76x76x6

7.1090

3.4910

147.8

148927

929

1327.77

14108.54

0.094

T16

29 - 24

L76x76x6

9.0650

4.4563

377.3

148927

929

15346.35

14108.54

1.088

T18

19 - 14

L76x76x6

11.0220

5.4348

460.1

148927

929

14379.65

14108.54

1.019

T20

7-0

L102x102x6

14.9750

7.4113

233.4

148927

1252

605.28

19007.34

0.032

Allow. Pa kg 8837.43

Ratio P Pa 0.002

2

Allow. Pa kg 11659.14

Ratio P Pa 2.230

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 2.8984

146.7

kPa 148927

mm2 582

Actual P kg 17.16

T1

m 108 - 102

L64x64x5

m 3.0000

T2

102 - 96

L64x64x3

3.0000

2.8984

144.9

148927

393

233.02

5970.41

0.039

T3

96 - 90

L64x64x5

3.0000

2.8984

146.7

148927

582

740.89

8837.43

0.084

T4

90 - 84

L64x64x5

3.0000

2.8984

146.7

148927

582

1459.86

8837.43

0.165

T5

84 - 78

L64x64x5

3.0000

2.8984

146.7

148927

582

2154.14

8837.43

0.244

T6

78 - 72

L64x64x5

3.0000

2.8984

146.7

148927

582

2191.89

8837.43

0.248

T7

72 - 66

L64x64x5

3.0000

2.8984

146.7

148927

582

2188.44

8837.43

0.248

T8

66 - 60

L64x64x5

3.0000

2.8984

146.7

148927

582

2191.94

8837.43

0.248

T9

60 - 57

L64x64x6

3.0000

2.8984

148.4

148927

768

893.02

11659.14

0.077

T11

54 - 49

L64x64x6

4.1740

4.0724

208.5

148927

768

6830.33

11659.14

0.586

T13

44 - 39

L76x76x6

6.1300

6.0030

254.1

148927

929

8636.36

14108.54

0.612

T15

34 - 29

L76x76x6

8.0870

7.9346

335.9

148927

929

4957.81

14108.54

0.351

T17

24 - 19

L102x102x6

10.0430

9.8906

311.5

148927

1252

810.50

19007.34

0.043

RISATower I . P. DOLMEN S.A.

81 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Mid Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A 2

T1

m 108 - 102

L64x64x5

m 3.0000

m 2.8984

146.7

kPa 199948

mm 368

Actual P kg 95.79

Allow. Pa kg 7511.45

Ratio P Pa 0.013

T2

102 - 96

L64x64x5

3.0000

2.8984

146.7

199948

368

457.49

7511.45

0.061

T3

96 - 90

L64x64x5

3.0000

2.8984

146.7

199948

368

1070.26

7511.45

0.142

T4

90 - 84

L64x64x5

3.0000

2.8984

146.7

199948

368

1891.05

7511.45

0.252

T5

84 - 78

L64x64x6

3.0000

2.8984

148.4

199948

485

2193.25

9890.31

0.222

T6

78 - 72

L64x64x5

3.0000

2.8984

146.7

199948

368

2192.89

7511.45

0.292

T7

72 - 66

L64x64x5

3.0000

2.8984

146.7

199948

368

2183.59

7511.45

0.291

T8

66 - 60

L64x64x5

3.0000

2.8984

146.7

199948

368

2167.29

7511.45

0.289

Allow. Pa kg 8837.43

Ratio P Pa 0.102

Inner Bracing Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 3.6430

184.4

kPa 148927

mm2 582

Actual P kg 899.12

T12

m 49 - 44

L64x64x5

m 3.6430

T14

39 - 34

L76x76x6

5.0268

5.0268

212.8

148927

929

99.78

14108.54

0.007

T20

7-0

L76x76x6

10.5889

10.5889

448.3

148927

929

129.71

14108.54

0.009

RISATower

Page

Job

I . P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

82 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Section Capacity Table Section

Elevation m

Component Type

Size

No. T1

Critical Element

P kg

SF*Pallow kg

% Capacity

Pass Fail

108 - 102

Leg Diagonal Top Girt Mid Girt

L102x102x6 L51x51x5 L64x64x5 L64x64x5

3 16 5 10

-1466.68 -720.97 7.26 95.79

20964.70 1539.31 8837.43 10012.76

Pass Pass Pass Pass

T2

102 - 96

T3

96 - 90

T4

90 - 84

T5

84 - 78

T6

78 - 72

T7

72 - 66

T8

66 - 60

T9

60 - 57

T10

57 - 54

T11

54 - 49

T12

49 - 44

T13

44 - 39

T14

39 - 34

Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Inner Bracing Leg Diagonal Top Girt Leg Diagonal Horizontal

L102x102x6 L51x51x5 L64x64x3 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x5 L102x102x6 L51x51x5 L64x64x5 L64x64x6 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L51x51x5 L64x64x5 L64x64x5 L102x102x10 L64x64x5 L64x64x6 L102x102x10 L64x64x5 L64x64x6 L127x127x10 L64x64x6 L64x64x6 L127x127x10 L64x64x6 L64x64x6 L64x64x5 L127x127x10 L76x76x6 L76x76x6 L152x152x10 L76x76x5 L76x76x6

31 44 36 40 59 72 64 68 87 100 92 96 115 128 120 124 143 156 148 152 171 184 176 177 199 210 204 208 227 240 230 247 254 242 259 273 264 279 285 274 289 295 309 300 315 320 301

-5343.36 -1329.47 -128.79 -309.38 -11442.37 -2123.02 -546.71 -839.26 -19724.02 -3056.96 -1188.42 -1598.07 -30709.03 -3710.06 -2059.56 -2303.27 -44132.96 -4069.89 -2300.95 -2303.98 -59432.41 -4450.54 -2319.23 -2363.38 -76144.12 -4902.75 -2325.50 -2358.88 -70418.87 -7723.18 -1834.05 -70625.26 -7715.84 25999.24 -59657.85 -9022.68 -6737.44 -59921.84 -9933.27 -1023.95 -962.21 -69492.64 -8005.27 -7647.25 -69706.73 -9684.61 -1572.92

20964.70 1539.31 2619.99 3785.86 20964.70 1539.31 3785.86 3785.86 20964.70 1539.31 3785.86 3785.86 20964.70 1539.31 3785.86 4879.75 34592.90 1539.31 3785.86 3785.86 34592.90 1539.31 3785.86 3785.86 34592.90 1539.31 3785.86 3785.86 42126.63 3001.75 4879.75 42126.63 2484.38 15541.64 47158.92 1453.23 2471.80 47158.92 1233.60 9271.11 2396.40 47158.44 2183.22 2013.29 53707.22 1397.97 9435.69

7.0 46.8 0.3 1.0 1.0 (b) 25.5 86.4 4.9 8.2 54.6 137.9 14.4 22.2 94.1 198.6 31.4 42.2 146.5 241.0 54.4 47.2 127.6 264.4 60.8 60.9 171.8 289.1 61.3 62.4 220.1 318.5 61.4 62.3 167.2 257.3 37.6 167.6 310.6 167.3 126.5 620.9 272.6 127.1 805.2 11.0 40.2 147.4 366.7 379.8 129.8 692.8 16.7

Pass Pass Pass Pass Pass Fail Pass Pass Pass Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Fail Fail Pass Fail Fail Fail Fail Fail Fail Fail Fail Pass Pass Fail Fail Fail Fail Fail Pass

RISATower I . P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

No.

Elevation m

T15

34 - 29

T16

29 - 24

T17

24 - 19

T18

19 - 14

T19

T20

83 of 83

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

12:22:04 10/23/13 Designed by

Ing. C. Londoño M.

Component Type

Size

Critical Element

P kg

SF*Pallow kg

% Capacity

Pass Fail

14 - 7

Inner Bracing Leg Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Leg

L76x76x6 L152x152x10 L76x76x6 L76x76x6 L152x152x10 L76x76x6 L76x76x6 L152x152x10 L102x102x6 L102x102x6 L152x152x10 L102x102x6 L76x76x6 L152x152x13

328 331 338 336 351 354 346 363 370 368 383 386 378 395

-152.27 -88189.27 -4241.68 -4322.93 -88452.81 -4616.26 15346.35 -98906.75 -4262.39 -3763.37 -99203.85 -4865.82 14379.65 -92730.64

2871.15 53707.22 1811.62 4609.49 53707.22 1482.39 18806.68 53706.86 3607.86 7220.23 53707.22 2957.83 18806.68 78404.72

Pass Fail Fail Pass Fail Fail Pass Fail Fail Pass Fail Fail Pass Fail

7-0

Diagonal Top Girt Leg

L102x102x6 L102x102x6 L152x152x13

408 400 415

-10512.69 -2842.51 -93190.13

2075.54 5031.94 78404.72

Diagonal Horizontal

L102x102x6 L102x102x6

422 404

-11314.73 -997.78

8820.29 19998.73

Inner Bracing

L76x76x6

425

-372.92

647.05

5.3 164.2 234.1 93.8 164.7 311.4 81.6 184.2 118.1 52.1 184.7 164.5 76.5 118.3 139.4 (b) 506.5 56.5 118.9 140.1 (b) 128.3 5.0 5.1 (b) 57.6 Summary 220.1 805.2

Leg (T8) Diagonal (T12) Horizontal (T10) Top Girt (T13) Mid Girt (T7) Inner Bracing (T20) Bolt Checks RATING =

Fail Pass Fail Fail Pass Pass Fail Fail

167.3

Fail

379.8

Fail

62.4

Pass

57.6

Pass

149.6 805.2

Fail Fail

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=108m C. NUEVA EB. CERRO GAVINETE.eri

Maximum Values

TIA/EIA-222-F - Service - 60 kph

Deflection (mm)

Elevation (m)

0 108.0000

Tilt (deg) 500

0

0.5

Twist (deg) 1

0

0.05

0.1 108.0000

102.0000

102.0000

96.0000

96.0000

90.0000

90.0000

84.0000

84.0000

78.0000

78.0000

72.0000

72.0000

66.0000

66.0000

60.0000

60.0000

57.0000

57.0000

54.0000

54.0000

49.0000

49.0000

44.0000

44.0000

39.0000

39.0000

34.0000

34.0000

29.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000

14.0000

7.0000

7.0000

0.0000 0

0.0000 500

0

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

0.5

Job:

1

0

0.05

0.1

DIAGRAMA DE DEFLEXIONES-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-5

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUEVA EB. CERRO GAVINETE\TC108m C. NUEVA EB. CERRO GAVINETE.eri

Feedline Distribution Chart 0.0000 - 108.0000 Round

108.0000

Flat

Face A

App In Face

App Out Face

Face B

Truss Leg

Face C

Face D

107.0000 106.0000

107.0000 106.0000

107.0000 106.0000

103.0000

103.0000

103.0000

108.0000

102.0000

96.0000

102.0000 99.0000

99.0000

99.0000

96.0000

96.0000

96.0000

91.0000

91.0000

91.0000

88.0000

88.0000

88.0000

84.0000

84.0000

84.0000

81.0000

81.0000

81.0000

96.0000

90.0000

84.0000

90.0000

84.0000

78.0000

78.0000 75.0000

75.0000

75.0000

71.0000

71.0000

71.0000

67.0000

67.0000

67.0000

64.0000

64.0000

64.0000

72.0000

72.0000

66.0000

60.0000

60.0000

42.5000

39.0000

39.0000

39.0000

35.5000

35.5000

35.5000

33.0000

33.0000

33.0000

31.0000

31.0000

31.0000

34.0000

29.0000

24.0000

24.0000

19.0000

19.0000

19.0000 1 (4 ANT TV E)

24.0000

14.0000

7.0000

7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E)

39.0000

0.0000

44.0000

1 (8 ANT TV E)

42.5000

39.0000 1 (8 ANT TV E)

42.5000

44.0000

49.0000

1 (8 ANT TV E)

47.0000

1 (8 ANT TV E)

47.0000

54.0000

1 (8 ANT TV E)

47.0000

49.0000

53.0000 52.0000

1 (8 ANT TV E)

53.0000 52.0000

1 (8 ANT TV E)

53.0000 52.0000

54.0000

56.0000

1 (8 ANT TV E)

56.0000

1 (8 ANT TV E)

57.0000

56.0000

1 (8 ANT TV E)

1 (3 ANT RF N) 1 (4 ANT RF N) 1 (2 ANT RF N)

57.0000

1 (8 ANT TV E) 1 (8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E)

Elevation (m)

66.0000

34.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000

7.0000

0.0000

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

DIAGRAMA CABLES GUIA DE ONDA-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-7

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUEVA EB. CERRO GAVINETE\TC108m C. NUEVA EB. CERRO GAVINETE.eri

Stress Distribution Chart 0.0000 - 108.0000 > 100%

90%-100%

Elevation (m)

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

108.0000

108.0000

102.0000

102.0000

96.0000

96.0000

90.0000

90.0000

84.0000

84.0000

78.0000

78.0000

72.0000

72.0000

66.0000

66.0000

60.0000

60.0000

57.0000

57.0000

54.0000

54.0000

49.0000

49.0000

44.0000

44.0000

39.0000

39.0000

34.0000

34.0000

29.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000

14.0000

7.0000

7.0000

0.0000

0.0000

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

DIAGRAMA DE ESFUERZOS-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-8

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUEVA EB. CERRO GAVINETE\TC108m C. NUEVA EB. CERRO GAVINETE.eri

CONDICION NUEVA + REFUERZO. EB. CERRO GAVINETE.

DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

L51x51x5

533.1

108 107 106.5 106 103.5 99.5 96.5 91 88 84 81 75 71.5 67.5 64 59 56 54 53 52 47 42.5 39 35.5 34 33 31 24 19 DESIGNED APPURTENANCE LOADING

506.4

TYPE

96.0 m

901.8

L64x64x3

L64x64x5

L102x102x6

CxMANTENIMIENTO AT15-250 10 P3F-52 HP8-102 2 6 HP10-105 4 ANT FT FTDISH DISH TV (1(1(N) ANT (1 0.30x2.0m 0.30x1.20m (1 ANT (1 ANT ANT ANT MW MW MW MW MW Ø0.90m (E) Ø2.40m (E) Ø3.0m Ø1.80m Ø1.20m Ø3.0m E)E)E) 102.0 m

T3

T2

T1

L64x64x5

3

108.0 m

901.8

L106x6+L102x10

928.0

18 @ 3

N.A. N.A.

78.0 m

901.8 476.7

928.0

L64x64x6

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

81 81

AT15-250 (N) AT15-250 (N)

107 107

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

75 75

AT15-250 (N) AT15-250 (N)

107 107

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

75 75

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

106.5 106.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

71.5 71.5

2 ANT TV 0.30x2.0m (E)

106.5

2 ANT TV 0.30x2.0m (E)

71.5

2 ANT TV 0.30x2.0m (E) AT15-250 (N)

106.5 106

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

71.5 67.5

AT15-250 (N) 2 ANT TV 0.30x2.0m (E)

106 103.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

67.5 67.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

103.5 103.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

67.5 64

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

103.5 99.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

64 64

2 ANT TV 0.30x2.0m (E)

99.5

2 ANT TV 0.30x2.0m (E)

64

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

99.5 99.5

2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)

59 56

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

96.5 96.5

2 ANT TV 0.30x1.20m (E) HP10-105 (1 ANT MW Ø3.0m E)

54 53

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

96.5 96.5

2 ANT TV 0.30x1.20m (E) 10 FT DISH (1 ANT MW Ø3.0m E)

52 47

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

91 91

HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)

47 42.5

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

91 91

HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E)

42.5 39

2 ANT TV 0.30x2.0m (E)

88

10 FT DISH (1 ANT MW Ø3.0m E)

39

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

88 88

P3F-52 (1 ANT MW Ø0.90m E) 2 ANT TV 0.30x1.20m (E)

35.5 34

57.0 m

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

88 84

HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)

33 31

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

84 84

6 FT DISH (1 ANT MW Ø1.80m E) HP10-105 (1 ANT MW Ø3.0m E)

24 24

2 ANT TV 0.30x2.0m (E)

84

4 FT DISH (1 ANT MW Ø1.20m E)

19

530.7

3.587

937.7

4.174

108 108

SYMBOL LIST

6.13

SIZE

MATERIAL STRENGTH

1298.1

A572-50

Fy

Fu

344738 kPa

448159 kPa

GRADE A36

Fy 248211 kPa

Fu 399896 kPa

7.109

1659.6

1. 2. 3. 4.

Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 96.2%

1482.4

34.0 m

1639.7

9.065

29.0 m

24.0 m 1429.3 1404.8

11.022

19.0 m

MAX. CORNER REACTIONS AT BASE: DOWN: 79986 kg UPLIFT: -65857 kg SHEAR: 27447 kg

1808.2

12

14.0 m

2@7

AXIAL 28567 kg

7.0 m

SHEAR 37097 kg

MOMENT 1851133 kg-m

0.0 m

TORQUE 16761 kg-m REACTIONS - 120 kph WIND

Weight (kg)

17.95

23006.5

2699.2

14.975

MARK

L64x64x6

TOWER DESIGN NOTES

# Panels @ (m)

Face Width (m)

SIZE

A

1137.2

5.152

MARK

39.0 m

8@5

8.087

AT15-250 (N) CxMANTENIMIENTO

GRADE

10.043

L76x76x6 N.A.

81 81

44.0 m

N.A. L102x102x6

L76x76x6 Inner Bracing

Horizontals

ELEVATION

2 ANT TV 0.30x2.0m (E) 2 ANT TV 0.30x2.0m (E)

49.0 m

N.A.

L76x76x6

N.A. L102x102x6 N.A. L102x102x6 N.A. Mid Girts

Top Girts

Diagonal Grade

Diagonals

Leg Grade

Legs

Section

TYPE

108 108

60.0 m

54.0 m

N.A.

N.A.

L76x76x6

L76x76x6 N.A.

L76x76x6 N.A. L76x76x6

N.A.

2L76x76x6 L102x102x6

L64x64x5

N.A.

L64x64x6

N.A.

L64x64x6

A

N.A.

A

2L64x64x5 2L64x64x6

A36

A572-50

T10 T11 T12

L127x10+L102x10

T13 T14 T15 T16

L152x10+L102x10

T17 T18 T19

L152x13+L102x10

T20

72.0 m

66.0 m

T9

T8

L102x10+L102x10

T7

L64x64x5

T6

901.8

L64x64x5

L64x64x6

84.0 m

2L51x51x5

T5

T4

90.0 m

ELEVATION

AT15-250 (N) AT15-250 (N)

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

SILUETA DE CALCULO-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-1

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUVA+REF EB. CERRO GAVINETE\TC108m C. NUEVA+REF EB. CERRO GAVINETE.eri

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

1 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

SALIDA 3 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.

Tower Input Data The main tower is a 4x free standing tower with an overall height of 108.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 3.0000 m at the top and 17.9500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.

Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination

√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing

√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets

RISATower I . P. DOLMEN S.A.

2 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg A

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Leg B

Z

Face D

Leg C

W in d

45

Leg D

X

Face C

Wind 90

Face A

Face B

Wind 0

Square Tower

Tower Section Geometry Tower Section

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Tower Elevation m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

Assembly Database

Description

Section Width

Number of Sections

Section Length

m 3.0000

1

m 6.0000

3.0000

1

6.0000

3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.5870 4.1740 5.1520 6.1300 7.1090 8.0870 9.0650 10.0430 11.0220 12.0000 14.9750

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

6.0000 6.0000 6.0000 6.0000 6.0000 6.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000

RISATower I . P. DOLMEN S.A.

3 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Section

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Tower Elevation

Diagonal Spacing

Bracing Type

Has Horizontals

Top Girt Offset

Bottom Girt Offset

X Brace

Has K Brace End Panels No

m 108.0000-102.00 00 102.0000-96.000 0 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

m 3.0000

No

mm 0

mm 0

3.0000

X Brace

No

No

0

0

3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 5.0000 7.0000 7.0000

X Brace X Brace X Brace X Brace X Brace X Brace K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down

No No No No No No No No No No No No No No No No No No

No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L102x102x6

A572-50 (344738 kPa)

Equal Angle

L51x51x5

A36 (248211 kPa)

Equal Angle

L102x102x6

A572-50 (344738 kPa)

Equal Angle

L51x51x5

A36 (248211 kPa)

Equal Angle

L102x102x6

Double Angle

2L51x51x5

Arbitrary Shape

L106x6+L102x10

Double Angle

2L51x51x5

Arbitrary Shape

L106x6+L102x10

Double Angle

2L51x51x5

Arbitrary Shape

L102x10+L102x10

Double Angle

2L51x51x5

Arbitrary Shape

L102x10+L102x10

Double Angle

2L51x51x5

Arbitrary Shape

L102x10+L102x10

Double Angle

2L51x51x5

Arbitrary Shape

L102x10+L102x10

Double Angle

2L64x64x5

Arbitrary Shape

L102x10+L102x10

Double Angle

2L64x64x5

Arbitrary Shape

L127x10+L102x10

A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)

Double Angle

2L64x64x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Tower Elevation m T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000

Page

Job

4 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Arbitrary Shape

L127x10+L102x10

Double Angle

2L64x64x6

Arbitrary Shape

L127x10+L102x10

Double Angle

2L76x76x6

Arbitrary Shape

L152x10+L102x10

Double Angle

2L76x76x6

Arbitrary Shape

L152x10+L102x10

Double Angle

2L76x76x6

Arbitrary Shape

L152x10+L102x10

Double Angle

2L76x76x6

Arbitrary Shape

L152x10+L102x10

Equal Angle

L102x102x6

Arbitrary Shape

L152x10+L102x10

Equal Angle

L102x102x6

Arbitrary Shape

L152x13+L102x10

Equal Angle

L102x102x6

Arbitrary Shape

L152x13+L102x10

A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)

Equal Angle

L102x102x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T11 54.0000-49.0000 T13 44.0000-39.0000 T15 34.0000-29.0000 T17 24.0000-19.0000 T19 14.0000-7.0000

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

Equal Angle

L64x64x3

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

Equal Angle

L64x64x5

Equal Angle

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x6

Equal Angle

L64x64x6

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle

Bottom Girt Size

Bottom Girt Grade

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

5 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m T1 108.0000-102.00 00 T2 102.0000-96.000 0 T3 96.0000-90.0000 T4 90.0000-84.0000 T5 84.0000-78.0000 T6 78.0000-72.0000 T7 72.0000-66.0000 T8 66.0000-60.0000 T9 60.0000-57.0000 T10 57.0000-54.0000 T11 54.0000-49.0000 T12 49.0000-44.0000 T13 44.0000-39.0000 T14 39.0000-34.0000 T15 34.0000-29.0000 T16 29.0000-24.0000 T17 24.0000-19.0000 T18 19.0000-14.0000 T19 14.0000-7.0000 T20 7.0000-0.0000

No. of Mid Girts 1

Mid Girt Type

Mid Girt Size

Mid Girt Grade

Horizontal Type

Horizontal Size

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

1

Equal Angle

L64x64x5

A36 (248211 kPa)

Equal Angle

A36 (248211 kPa)

1

Equal Angle

L64x64x5

Equal Angle

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x6

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x5

1

Equal Angle

L64x64x6

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Equal Angle Equal Angle Solid Round Equal Angle Solid Round Solid Round

8

Equal Angle

L64x64x6

Solid Round

8

Equal Angle

L64x64x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L76x76x6

Solid Round

8

Equal Angle

L102x102x6

Horizontal Grade

Page

Job

RISATower

6 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:58:16 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m T12 49.0000-44.0000 T14 39.0000-34.0000 T20 7.0000-0.0000

Secondary Horizontal Type

Secondary Horizontal Size

Solid Round Solid Round Solid Round

Secondary Horizontal Grade

Inner Bracing Type

Inner Bracing Size

Inner Bracing Grade

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Equal Angle

L64x64x5

Equal Angle

L76x76x6

Equal Angle

L76x76x6

A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Tower Section Geometry (cont’d) Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00

m2 0.0000

mm 0

0.0000

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0

A36 (248211 kPa)

1

1

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

Page

Job

RISATower

7 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:58:16 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000

m2 0.0000

mm 0

0.0000

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Ing. C. Londoño M.

Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0

A36 (248211 kPa)

1.2

1

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.3

1

1.5

0

0

Tower Section Geometry (cont’d) Tower Elevation

m T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00

Calc K Single Angles

Calc K Solid Rounds

Legs

X Brace Diags X Y 1 1

K Brace Diags X Y 1 1

No

No

0.5

No

No

0.5

1 1

No

No

0.5

No

No

No

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 0.5

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Calc K Single Angles

8 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Calc K Solid Rounds

Legs

X Brace Diags X Y

K Brace Diags X Y

K Factors1 Single Girts Diags

Horiz.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Sec. Horiz.

Inner Brace

X X X X X Y Y Y m Y Y 00 T9 No No 0.33 1 0.67 1 1 1 1 1 60.0000-57.00 1 0.33 1 0.5 1 1 1 00 T10 No No 0.33 1 0.67 1 1 1 1 1 57.0000-54.00 1 0.33 1 1 0.5 1 1 00 T11 No No 0.33 1 0.33 1 0.5 1 1 1 54.0000-49.00 1 0.33 1 0.25 1 1 1 00 T12 No No 0.33 1 0.33 1 1 0.5 1 1 49.0000-44.00 1 0.33 1 1 0.5 1 0.5 00 T13 No No 0.33 1 0.33 1 0.5 1 1 1 44.0000-39.00 1 0.33 1 0.25 1 1 1 00 T14 No No 0.33 1 0.33 1 1 0.5 1 1 39.0000-34.00 1 0.33 1 1 0.5 1 0.25 00 T15 No No 0.33 1 0.67 1 0.25 1 1 1 34.0000-29.00 1 0.33 1 0.25 1 1 1 00 T16 No No 0.33 1 0.67 1 1 0.5 1 1 29.0000-24.00 1 0.33 1 1 0.25 1 1 00 T17 No No 0.33 1 0.67 1 0.5 1 1 1 24.0000-19.00 1 0.33 1 0.25 1 1 1 00 T18 No No 0.33 1 0.67 1 1 0.5 1 1 19.0000-14.00 1 0.33 1 1 0.25 1 1 00 T19 No No 0.25 1 0.5 1 0.5 1 1 1 14.0000-7.000 1 0.25 1 0.25 1 1 1 0 T20 No No 0.25 1 0.25 1 1 0.25 1 1 7.0000-0.0000 1 0.25 1 1 0.16 1 0.25 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.

Tower Section Geometry (cont’d) Tower Elevation m

T1 108.0000-102. 0000 T2 102.0000-96.0 000

Leg

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

Mid Girt

U

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

1

0

0.75

0

U

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00 T19 14.0000-7.000 0 T20 7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Leg

9 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation m

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

1

0

0

1

0

Mid Girt

U

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

Page

Job

RISATower

10 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:58:16 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m

T1 108.0000-102. 0000 T2 102.0000-96.0 000 T3 96.0000-90.00 00 T4 90.0000-84.00 00 T5 84.0000-78.00 00 T6 78.0000-72.00 00 T7 72.0000-66.00 00 T8 66.0000-60.00 00 T9 60.0000-57.00 00 T10 57.0000-54.00 00 T11 54.0000-49.00 00 T12 49.0000-44.00 00 T13 44.0000-39.00 00 T14 39.0000-34.00 00 T15 34.0000-29.00 00 T16 29.0000-24.00 00 T17 24.0000-19.00 00 T18 19.0000-14.00 00

Leg Connection Type

Leg

Diagonal

Bolt Size mm 16 A394T0

No.

Sleeve SS

16 A394T0

Sleeve SS

Top Girt

Bolt Size mm 16 A394T0

No.

8

16 A394T0

16 A394T0

8

Sleeve SS

16 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

2

16 A394T0

2

16 A394T0

16 A394T0

2

16 A394T0

2

12

16 A394T0

2

16 A394T0

16 A394T0

12

16 A394T0

2

Sleeve SS

16 A394T0

16

16 A394T0

Sleeve SS

16 A394T0

16

Sleeve SS

16 A394T0

Sleeve SS

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

12

16 A394T0

3

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

19 A394T0

12

16 A394T0

3

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

4

2

2

0

2

0

0

Project

16:58:16 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T19 Sleeve SS 14.0000-7.000 0 T20 Sleeve SS 7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Leg Connection Type

11 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Tower Elevation m

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg

Diagonal

Bolt Size mm 19 A394T0

No.

19 A394T0

16

16

Top Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

3

3

Bottom Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

0

2

Mid Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

0

0

Ing. C. Londoño M.

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

16 A394T0

0

0

Bolt Size mm 16 A394T0

No.

16 A394T0

3

0

Bolt Size mm 16 A394T0

No.

16 A394T0

0

Feed Line/Linear Appurtenances - Entered As Round Or Flat Description

1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E) 7/8 (1 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) 7/8

Face Allow or Shield Leg D No

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 106.0000 - 0.0000

1

1

Clear Spacing mm 32

Width or Perimeter Diameter mm mm 32

Weight kglm 0.86

D

No

Ar (CfAe)

103.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

99.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

96.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

91.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

88.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

84.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

81.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

75.0000 - 0.0000

1

1

32

32

0.86

D

No

Ar (CfAe)

71.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

67.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

64.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

56.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

52.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

31.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

53.0000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

47.0000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

42.5000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

39.0000 - 0.0000

2

2

28

28

0.80

C

No

Ar (CfAe)

35.5000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

33.0000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

24.0000 - 0.0000

2

2

28

28

0.80

0

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

(2 ANT MW E) 7/8 (1 ANT MW E) 1 (3 ANT RF N) 1 (4 ANT RF N) 1 (2 ANT RF N)

Face Allow or Shield Leg

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Placement

Total Number

Number Per Row

m

Clear Spacing mm

T1

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Width or Perimeter Diameter mm mm

Weight kglm

C

No

Ar (CfAe)

19.0000 - 0.0000

1

1

28

28

0.80

C

No

Ar (CfAe)

108.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

107.0000 - 0.0000

1

1

32

32

0.86

C

No

Ar (CfAe)

106.0000 - 0.0000

1

1

32

32

0.86

Feed Line/Linear Appurtenances Section Areas Tower Section

12 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Tower Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

T7

72.0000-66.0000

T8

66.0000-60.0000

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

Face

AR

AF

A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C

m2 0.000 0.000 0.476 0.159 0.000 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Weight kg 0.00 0.00 12.95 4.32 0.00 0.00 15.54 12.95 0.00 0.00 15.54 21.58 0.00 0.00 15.54 29.35 0.00 0.00 15.54 38.84 0.00 0.00 15.54 44.02 0.00 0.00 16.40 50.92 0.00 0.00 24.17 51.79 0.00 0.00 12.95 25.89 0.00 0.00 14.67 25.89 0.00 0.00 31.70

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Tower Section

Tower Elevation m

T12

49.0000-44.0000

T13

44.0000-39.0000

T14

39.0000-34.0000

T15

34.0000-29.0000

T16

29.0000-24.0000

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

T20

7.0000-0.0000

Page

Job

13 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Face

AR

AF

D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

m2 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Weight kg 43.16 0.00 0.00 39.05 43.16 0.00 0.00 47.89 43.16 0.00 0.00 59.54 43.16 0.00 0.00 67.29 43.16 0.00 0.00 70.69 43.16 0.00 0.00 78.72 43.16 0.00 0.00 82.74 43.16 0.00 0.00 115.84 60.42 0.00 0.00 115.84 60.42

Feed Line Center of Pressure Section

Elevation

CPX

CPZ

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15

m 108.0000-102.0000 102.0000-96.0000 96.0000-90.0000 90.0000-84.0000 84.0000-78.0000 78.0000-72.0000 72.0000-66.0000 66.0000-60.0000 60.0000-57.0000 57.0000-54.0000 54.0000-49.0000 49.0000-44.0000 44.0000-39.0000 39.0000-34.0000 34.0000-29.0000

mm 70 81 78 134 127 124 126 177 184 224 379 503 593 749 856

mm 23 67 109 254 318 351 390 380 369 393 516 559 543 555 562

CPX Ice mm 70 81 78 134 127 124 126 177 184 224 379 503 593 749 856

CPZ Ice mm 23 67 109 254 318 351 390 380 369 393 516 559 543 555 562

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

14 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

16:58:16 10/23/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Section

Elevation

CPX

CPZ

T16 T17 T18 T19 T20

m 29.0000-24.0000 24.0000-19.0000 19.0000-14.0000 14.0000-7.0000 7.0000-0.0000

mm 921 875 1004 1252 1304

mm 576 492 538 671 699

CPX Ice mm 921 875 1004 1252 1304

Ing. C. Londoño M.

CPZ Ice mm 576 492 538 671 699

User Defined Loads Description

Elevation

CxMANTENIMIENTO

m 108.0000

Offset From Centroid m 0.0000

Azimuth Angle

Weight

° 0.0000 No Ice Service

kg 320.00 320.00

Fx

Fz

Wind Force

kg

kg

kg

0.00 0.00

0.00 0.00

CAAC m2 0.0000 0.0000

0.00 0.00

Discrete Tower Loads Description

Face or Leg

Offset Type

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m

B

From Face

Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

106.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

103.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

Face or Leg

Page

Job

15 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m

A

From Face

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

99.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

96.5000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

91.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

88.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

84.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

Face or Leg

Page

Job

16 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m (E)

D

From Face

2 ANT TV 0.30x2.0m (E)

A

From Face

2 ANT TV 0.30x2.0m (E)

B

From Face

2 ANT TV 0.30x2.0m (E)

C

From Face

2 ANT TV 0.30x2.0m

D

From Face

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

81.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

75.0000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

71.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

67.5000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

0.0000

64.0000

No Ice

0.4800

0.1000

40.00

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

Face or Leg

Page

Job

17 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

(E) 2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

2 ANT TV 0.30x1.20m (E)

B

From Leg

AT15-250 (N)

B

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

A

From Leg

AT15-250 (N)

B

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

AT15-250 (N)

B

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.2000 0.0000 0.0000 1.0000 0.0000 0.0000 1.2000 0.0000 0.0000 1.2000 0.0000 0.0000

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

59.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.0000

No Ice

0.3000

0.0800

24.00

0.0000

54.0000

No Ice

0.3000

0.0800

24.00

0.0000

52.0000

No Ice

0.3000

0.0800

24.00

0.0000

34.0000

No Ice

0.3000

0.0800

24.00

0.0000

31.0000

No Ice

0.3000

0.0800

24.00

0.0000

108.0000

No Ice

0.4750

0.2600

10.00

0.0000

108.0000

No Ice

0.4750

0.2600

10.00

0.0000

107.0000

No Ice

0.4750

0.2600

10.00

0.0000

107.0000

No Ice

0.4750

0.2600

10.00

0.0000

107.0000

No Ice

0.4750

0.2600

10.00

0.0000

107.0000

No Ice

0.4750

0.2600

10.00

0.0000

106.0000

No Ice

0.4750

0.2600

10.00

0.0000

106.0000

No Ice

0.4750

0.2600

10.00

0.0000

108.0000

No Ice

0.4750

0.2600

10.00

Page

Job

RISATower

18 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Dishes Description

Face or Leg

Dish Type

Offset Type

HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) HP10-105 (1 ANT MW Ø3.0m E) 10 FT DISH (1 ANT MW Ø3.0m E) P3F-52 (1 ANT MW Ø0.90m E) HP8-102 (1 ANT MW Ø2.40m E) HP10-105 (1 ANT MW Ø3.0m E) 6 FT DISH (1 ANT MW Ø1.80m E) 4 FT DISH (1 ANT MW Ø1.20m E)

A

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/Shroud (HP)

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/o Radome

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

C

Paraboloid w/Shroud (HP)

From Leg

D

Paraboloid w/o Radome

From Leg

C

Paraboloid w/o Radome

From Leg

D

Paraboloid w/Shroud (HP)

From Leg

B

Paraboloid w/Shroud (HP)

From Leg

A

Paraboloid w/o Radome

From Leg

C

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000 0.3000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

Aperture Area

Weight

° Worst

°

m 53.0000

m 3.0480

No Ice

m2 7.2966

kg 143.79

Worst

42.5000

3.0480

No Ice

7.2966

143.79

Worst

42.5000

3.0480

No Ice

7.2966

143.79

Worst

47.0000

3.0480

No Ice

7.2966

143.79

Worst

47.0000

3.0480

No Ice

7.2966

143.79

Worst

39.0000

3.0480

No Ice

7.2966

143.79

Worst

39.0000

3.0480

No Ice

7.2966

143.79

Worst

35.5000

0.9144

No Ice

0.6596

40.82

Worst

33.0000

2.4384

No Ice

4.6693

113.85

Worst

24.0000

3.0480

No Ice

7.2966

143.79

Worst

24.0000

1.8288

No Ice

2.6264

64.86

Worst

19.0000

1.2192

No Ice

1.1669

77.11

Tower Pressures - No Ice GH = 1.077 Section Elevation

z

m T1 108.0000-102. 0000 T2

KZ

qz

AG

m 105.0000

1.955

kPa 1.33

m2 18.337

99.0000

1.922

1.31

18.337

F a c e A B C D A

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420

m2 0.000 0.000 0.476 0.159 0.000

m2 1.219

1.219

Leg %

50.38 50.38 42.09 47.27 50.38

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m 102.0000-96.0 000

m

KZ

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

z

19 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T3 96.0000-90.00 00

93.0000

1.888

1.29

18.337

T4 90.0000-84.00 00

87.0000

1.852

1.26

18.612

T5 84.0000-78.00 00

81.0000

1.815

1.24

18.612

T6 78.0000-72.00 00

75.0000

1.775

1.21

18.612

T7 72.0000-66.00 00

69.0000

1.734

1.18

18.612

T8 66.0000-60.00 00

63.0000

1.689

1.15

18.612

T9 60.0000-57.00 00

58.5000

1.654

1.13

10.188

T10 57.0000-54.00 00

55.5000

1.629

1.11

11.949

T11 54.0000-49.00 00

51.5000

1.595

1.09

23.953

T12 49.0000-44.00 00

46.5000

1.549

1.06

28.843

T13 44.0000-39.00 00

41.5000

1.499

1.02

33.736

T14 39.0000-34.00 00

36.5000

1.445

0.98

38.754

T15 34.0000-29.00 00

31.5000

1.386

0.94

43.644

T16 29.0000-24.00 00

26.5000

1.319

0.90

48.534

T17

21.5000

1.242

0.85

53.426

F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 0.717 0.717 0.717 0.717 0.811 0.811 0.811 0.811 1.120 1.120 1.120 1.120 1.261 1.261 1.261 1.261 1.603 1.603 1.603 1.603 1.796 1.796 1.796 1.796 2.040 2.040 2.040 2.040 2.269 2.269 2.269 2.269 3.155

m2 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000

m2

1.219

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

Leg %

50.38 40.75 42.09 50.38 50.38 40.75 37.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m 24.0000-19.00 00

m

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

z

20 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

KZ

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T18 19.0000-14.00 00

16.5000

1.152

0.79

58.319

T19 14.0000-7.000 0

10.5000

1.012

0.69

95.503

T20 7.0000-0.0000

3.5000

1

0.68

116.328

F a c e B C D A B C D A B C D A B C D

AF

AR

Aleg

m2 3.155 3.155 3.155 3.118 3.118 3.118 3.118 4.001 4.001 4.001 4.001 4.965 4.965 4.965 4.965

m2 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223

m2

Leg %

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.000

0.000

0.000

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Tower Pressure - Service GH = 1.077 Section Elevation

z

KZ

qz

AG

m 105.0000

1.955

kPa 0.33

m2 18.337

T2 102.0000-96.0 000

99.0000

1.922

0.33

18.337

T3 96.0000-90.00 00

93.0000

1.888

0.32

18.337

T4 90.0000-84.00 00

87.0000

1.852

0.32

18.612

T5 84.0000-78.00 00

81.0000

1.815

0.31

18.612

T6 78.0000-72.00 00

75.0000

1.775

0.30

18.612

T7 72.0000-66.00 00

69.0000

1.734

0.30

18.612

T8 66.0000-60.00 00

63.0000

1.689

0.29

18.612

m T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

AF

AR

Aleg

m2 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 2.420 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201 1.201

m2 0.000 0.000 0.476 0.159 0.000 0.000 0.572 0.476 0.000 0.000 0.572 0.794 0.000 0.000 0.572 1.079 0.000 0.000 0.572 1.429 0.000 0.000 0.572 1.619 0.000 0.000 0.603 1.873 0.000 0.000 0.889 1.905

m2 1.219

1.219

1.219

0.000

0.000

0.000

0.000

0.000

Leg %

50.38 50.38 42.09 47.27 50.38 50.38 40.75 42.09 50.38 50.38 40.75 37.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

KZ

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

m 58.5000

1.654

kPa 0.28

m2 10.188

T10 57.0000-54.00 00

55.5000

1.629

0.28

11.949

T11 54.0000-49.00 00

51.5000

1.595

0.27

23.953

T12 49.0000-44.00 00

46.5000

1.549

0.26

28.843

T13 44.0000-39.00 00

41.5000

1.499

0.26

33.736

T14 39.0000-34.00 00

36.5000

1.445

0.25

38.754

T15 34.0000-29.00 00

31.5000

1.386

0.24

43.644

T16 29.0000-24.00 00

26.5000

1.319

0.22

48.534

T17 24.0000-19.00 00

21.5000

1.242

0.21

53.426

T18 19.0000-14.00 00

16.5000

1.152

0.20

58.319

T19 14.0000-7.000 0

10.5000

1.012

0.17

95.503

T20 7.0000-0.0000

3.5000

1

0.17

116.328

m T9 60.0000-57.00 00

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

z

21 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

AF

AR

Aleg

m2 0.717 0.717 0.717 0.717 0.811 0.811 0.811 0.811 1.120 1.120 1.120 1.120 1.261 1.261 1.261 1.261 1.603 1.603 1.603 1.603 1.796 1.796 1.796 1.796 2.040 2.040 2.040 2.040 2.269 2.269 2.269 2.269 3.155 3.155 3.155 3.155 3.118 3.118 3.118 3.118 4.001 4.001 4.001 4.001 4.965 4.965 4.965 4.965

m2 0.000 0.000 0.476 0.953 0.000 0.000 0.540 0.953 0.000 0.000 1.161 1.587 0.000 0.000 1.421 1.587 0.000 0.000 1.732 1.587 0.000 0.000 2.140 1.587 0.000 0.000 2.415 1.587 0.000 0.000 2.539 1.587 0.000 0.000 2.821 1.587 0.000 0.000 2.962 1.587 0.000 0.000 4.146 2.223 0.000 0.000 4.146 2.223

m2 0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

Leg %

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Page

Job

RISATower

22 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

16:58:16 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Tower Forces - No Ice - Wind Normal To Face Section Elevation m

Add Weight

Self Weight

kg 17.26

kg 533.10

T2 102.0000-96.0 000

28.48

506.43

T3 96.0000-90.00 00

37.11

901.78

T4 90.0000-84.00 00

44.88

901.78

T5 84.0000-78.00 00

54.38

928.03

T6 78.0000-72.00 00

59.56

901.78

T7 72.0000-66.00 00

67.32

901.78

T8 66.0000-60.00 00

75.96

928.03

T9 60.0000-57.00 00

38.84

476.74

T10 57.0000-54.00 00

40.57

530.71

T11 54.0000-49.00 00

74.85

937.69

T12 49.0000-44.00 00

82.21

1137.23

T13 44.0000-39.00 00

91.05

1298.13

T14 39.0000-34.00 00

102.70

1659.59

T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C

e

0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.065 0.065 0.095 0.123 0.065 0.065 0.095 0.141 0.065 0.065 0.095 0.152 0.065 0.065 0.097 0.165 0.065 0.065 0.112 0.167 0.07 0.07 0.117 0.164 0.068 0.068 0.113 0.148 0.047 0.047 0.095 0.113 0.044 0.044 0.093 0.099 0.048 0.048 0.099 0.095 0.046 0.046 0.102

CF

RR

3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.636 3.636 3.474 3.337 3.636 3.636 3.474 3.246 3.636 3.636 3.474 3.198 3.636 3.636 3.466 3.135 3.636 3.636 3.388 3.127 3.605 3.605 3.364 3.141 3.618 3.618 3.384 3.216 3.733 3.733 3.475 3.384 3.75 3.75 3.486 3.456 3.729 3.729 3.456 3.478 3.735 3.735 3.442

0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.572 0.572 0.575 0.578 0.572 0.572 0.575 0.58 0.572 0.572 0.575 0.582 0.572 0.572 0.575 0.584 0.572 0.572 0.576 0.584 0.573 0.573 0.577 0.584 0.572 0.572 0.577 0.581 0.571 0.571 0.575 0.577 0.571 0.571 0.574 0.575 0.571 0.571 0.575 0.575 0.571 0.571 0.575

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

AE

F

w

Ctrl. Face

m2 2.420 2.420 2.698 2.512 2.420 2.420 2.754 2.698 2.420 2.420 2.754 2.885 1.201 1.201 1.529 1.824 1.201 1.201 1.529 2.030 1.201 1.201 1.529 2.143 1.201 1.201 1.548 2.295 1.201 1.201 1.713 2.314 0.717 0.717 0.992 1.273 0.811 0.811 1.122 1.364 1.120 1.120 1.786 2.035 1.261 1.261 2.078 2.174 1.603 1.603 2.599 2.515 1.796 1.796 3.027

kg 1250.67

kglm 208.45

C

1245.85

207.64

C

1259.70

209.95

D

844.43

140.74

D

895.39

149.23

D

910.89

151.82

D

933.66

155.61

D

914.99

152.50

D

494.97

164.99

D

535.24

178.41

D

822.22

164.44

D

871.41

174.28

D

1008.14

201.63

C

1127.46

225.49

C

RISATower I . P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

T15 34.0000-29.00 00

110.45

1482.44

T16 29.0000-24.00 00

113.84

1639.72

T17 24.0000-19.00 00

121.88

1429.35

T18 19.0000-14.00 00

125.90

1404.77

T19 14.0000-7.000 0

176.26

1808.25

T20 7.0000-0.0000

176.26

2699.18

Sum Weight:

1639.76

23006.49

23 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

16:58:16 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.087 0.047 0.047 0.102 0.083 0.047 0.047 0.099 0.079 0.059 0.059 0.112 0.089 0.053 0.053 0.104 0.081 0.042 0.042 0.085 0.065 0.043 0.043 0.078 0.062

CF

RR

3.515 3.733 3.733 3.439 3.537 3.733 3.733 3.455 3.556 3.666 3.666 3.39 3.508 3.696 3.696 3.428 3.55 3.76 3.76 3.526 3.632 3.755 3.755 3.562 3.651

0.574 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.573 0.572 0.572 0.576 0.574 0.571 0.571 0.576 0.573 0.571 0.571 0.574 0.572 0.571 0.571 0.573 0.572

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM

AE m2 2.707 2.040 2.040 3.429 2.950 2.269 2.269 3.729 3.179 3.155 3.155 4.780 4.066 3.118 3.118 4.822 4.028 4.001 4.001 6.380 5.273 4.965 4.965 7.341 6.236 1085661 kg-m

Designed by

Ing. C. Londoño M.

F

w

Ctrl. Face

kg

kglm

1223.75

244.75

C

1272.13

254.43

C

1507.55

301.51

C

1425.97

285.19

C

1705.14

243.59

C

1958.11

279.73

C

22207.66

Tower Forces - No Ice - Wind 45 To Face Section Elevation m

Add Weight

Self Weight

kg 17.26

kg 533.10

T2 102.0000-96.0 000

28.48

506.43

T3 96.0000-90.00 00

37.11

901.78

T4 90.0000-84.00 00

44.88

901.78

T5 84.0000-78.00 00

54.38

928.03

T6 78.0000-72.00

59.56

901.78

T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D A B

e

0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.065 0.065 0.095 0.123 0.065 0.065 0.095 0.141 0.065 0.065

CF

RR

DF

DR

3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.636 3.636 3.474 3.337 3.636 3.636 3.474 3.246 3.636 3.636

0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.572 0.572 0.575 0.578 0.572 0.572 0.575 0.58 0.572 0.572

1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.048 1.048 1.071 1.092 1.048 1.048 1.071 1.106 1.048 1.048

1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.048 1.048 1.071 1.092 1.048 1.048 1.071 1.106 1.048 1.048

AE

F

w

Ctrl. Face

m2 2.660 2.660 3.017 2.777 2.660 2.660 3.091 3.017 2.660 2.660 3.091 3.264 1.259 1.259 1.639 1.992 1.259 1.259 1.638 2.245 1.259 1.259

kg 1398.84

kglm 233.14

C

1398.29

233.05

C

1425.29

237.55

D

922.02

153.67

D

990.27

165.04

D

1014.41

169.07

D

RISATower I . P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg

kg

00 T7 72.0000-66.00 00

67.32

901.78

T8 66.0000-60.00 00

75.96

928.03

T9 60.0000-57.00 00

38.84

476.74

T10 57.0000-54.00 00

40.57

530.71

T11 54.0000-49.00 00

74.85

937.69

T12 49.0000-44.00 00

82.21

1137.23

T13 44.0000-39.00 00

91.05

1298.13

T14 39.0000-34.00 00

102.70

1659.59

T15 34.0000-29.00 00

110.45

1482.44

T16 29.0000-24.00 00

113.84

1639.72

T17 24.0000-19.00 00

121.88

1429.35

T18 19.0000-14.00 00

125.90

1404.77

T19 14.0000-7.000 0

176.26

1808.25

T20 7.0000-0.0000

176.26

2699.18

Sum Weight:

1639.76

23006.49

24 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

16:58:16 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.095 0.152 0.065 0.065 0.097 0.165 0.065 0.065 0.112 0.167 0.07 0.07 0.117 0.164 0.068 0.068 0.113 0.148 0.047 0.047 0.095 0.113 0.044 0.044 0.093 0.099 0.048 0.048 0.099 0.095 0.046 0.046 0.102 0.087 0.047 0.047 0.102 0.083 0.047 0.047 0.099 0.079 0.059 0.059 0.112 0.089 0.053 0.053 0.104 0.081 0.042 0.042 0.085 0.065 0.043 0.043 0.078 0.062

CF

RR

DF

DR

3.474 3.198 3.636 3.636 3.466 3.135 3.636 3.636 3.388 3.127 3.605 3.605 3.364 3.141 3.618 3.618 3.384 3.216 3.733 3.733 3.475 3.384 3.75 3.75 3.486 3.456 3.729 3.729 3.456 3.478 3.735 3.735 3.442 3.515 3.733 3.733 3.439 3.537 3.733 3.733 3.455 3.556 3.666 3.666 3.39 3.508 3.696 3.696 3.428 3.55 3.76 3.76 3.526 3.632 3.755 3.755 3.562 3.651

0.575 0.582 0.572 0.572 0.575 0.584 0.572 0.572 0.576 0.584 0.573 0.573 0.577 0.584 0.572 0.572 0.577 0.581 0.571 0.571 0.575 0.577 0.571 0.571 0.574 0.575 0.571 0.571 0.575 0.575 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.573 0.572 0.572 0.576 0.574 0.571 0.571 0.576 0.573 0.571 0.571 0.574 0.572 0.571 0.571 0.573 0.572

1.071 1.114 1.048 1.048 1.073 1.124 1.048 1.048 1.084 1.125 1.053 1.053 1.088 1.123 1.051 1.051 1.085 1.111 1.035 1.035 1.071 1.085 1.033 1.033 1.07 1.074 1.036 1.036 1.074 1.071 1.035 1.035 1.076 1.065 1.035 1.035 1.077 1.062 1.035 1.035 1.074 1.06 1.044 1.044 1.084 1.067 1.04 1.04 1.078 1.061 1.031 1.031 1.064 1.049 1.032 1.032 1.059 1.046

1.071 1.114 1.048 1.048 1.073 1.124 1.048 1.048 1.084 1.125 1.053 1.053 1.088 1.123 1.051 1.051 1.085 1.111 1.035 1.035 1.071 1.085 1.033 1.033 1.07 1.074 1.036 1.036 1.074 1.071 1.035 1.035 1.076 1.065 1.035 1.035 1.077 1.062 1.035 1.035 1.074 1.06 1.044 1.044 1.084 1.067 1.04 1.04 1.078 1.061 1.031 1.031 1.064 1.049 1.032 1.032 1.059 1.046 OTM

AE m2 1.638 2.386 1.259 1.259 1.660 2.579 1.259 1.259 1.858 2.603 0.755 0.755 1.079 1.429 0.852 0.852 1.217 1.515 1.159 1.159 1.914 2.207 1.303 1.303 2.223 2.335 1.660 1.660 2.791 2.694 1.858 1.858 3.258 2.884 2.111 2.111 3.692 3.134 2.349 2.349 4.006 3.368 3.294 3.294 5.181 4.336 3.243 3.243 5.199 4.272 4.127 4.127 6.789 5.531 5.124 5.124 7.772 6.525 1200341 kg-m

Designed by

Ing. C. Londoño M.

F

w

kg

kglm

1049.32

174.89

D

1029.51

171.58

D

555.80

185.27

D

594.48

198.16

D

891.91

178.38

D

935.96

187.19

D

1082.88

216.58

C

1213.35

242.67

C

1317.44

263.49

C

1366.64

273.33

C

1634.00

326.80

C

1537.46

307.49

C

1814.24

259.18

C

2073.13

296.16

C

24245.23

Ctrl. Face

RISATower I . P. DOLMEN S.A.

25 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

16:58:16 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Tower Forces - Service - Wind Normal To Face Section Elevation m

Add Weight

Self Weight

kg 17.26

kg 533.10

T2 102.0000-96.0 000

28.48

506.43

T3 96.0000-90.00 00

37.11

901.78

T4 90.0000-84.00 00

44.88

901.78

T5 84.0000-78.00 00

54.38

928.03

T6 78.0000-72.00 00

59.56

901.78

T7 72.0000-66.00 00

67.32

901.78

T8 66.0000-60.00 00

75.96

928.03

T9 60.0000-57.00 00

38.84

476.74

T10 57.0000-54.00 00

40.57

530.71

T11 54.0000-49.00 00

74.85

937.69

T12 49.0000-44.00 00

82.21

1137.23

T13 44.0000-39.00 00

91.05

1298.13

T14

102.70

1659.59

T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A

e

0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.065 0.065 0.095 0.123 0.065 0.065 0.095 0.141 0.065 0.065 0.095 0.152 0.065 0.065 0.097 0.165 0.065 0.065 0.112 0.167 0.07 0.07 0.117 0.164 0.068 0.068 0.113 0.148 0.047 0.047 0.095 0.113 0.044 0.044 0.093 0.099 0.048 0.048 0.099 0.095 0.046

CF

3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.636 3.636 3.474 3.337 3.636 3.636 3.474 3.246 3.636 3.636 3.474 3.198 3.636 3.636 3.466 3.135 3.636 3.636 3.388 3.127 3.605 3.605 3.364 3.141 3.618 3.618 3.384 3.216 3.733 3.733 3.475 3.384 3.75 3.75 3.486 3.456 3.729 3.729 3.456 3.478 3.735

RR

0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.572 0.572 0.575 0.578 0.572 0.572 0.575 0.58 0.572 0.572 0.575 0.582 0.572 0.572 0.575 0.584 0.572 0.572 0.576 0.584 0.573 0.573 0.577 0.584 0.572 0.572 0.577 0.581 0.571 0.571 0.575 0.577 0.571 0.571 0.574 0.575 0.571 0.571 0.575 0.575 0.571

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

AE

F

w

Ctrl. Face

m2 2.420 2.420 2.698 2.512 2.420 2.420 2.754 2.698 2.420 2.420 2.754 2.885 1.201 1.201 1.529 1.824 1.201 1.201 1.529 2.030 1.201 1.201 1.529 2.143 1.201 1.201 1.548 2.295 1.201 1.201 1.713 2.314 0.717 0.717 0.992 1.273 0.811 0.811 1.122 1.364 1.120 1.120 1.786 2.035 1.261 1.261 2.078 2.174 1.603 1.603 2.599 2.515 1.796

kg 312.67

kglm 52.11

C

311.46

51.91

C

314.92

52.49

D

211.11

35.18

D

223.85

37.31

D

227.72

37.95

D

233.41

38.90

D

228.75

38.12

D

123.74

41.25

D

133.81

44.60

D

205.55

41.11

D

217.85

43.57

D

252.04

50.41

C

281.87

56.37

C

Page

Job

RISATower

26 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:58:16 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Section Elevation

Add Weight

Self Weight

m 39.0000-34.00 00

kg

kg

T15 34.0000-29.00 00

110.45

1482.44

T16 29.0000-24.00 00

113.84

1639.72

T17 24.0000-19.00 00

121.88

1429.35

T18 19.0000-14.00 00

125.90

1404.77

T19 14.0000-7.000 0

176.26

1808.25

T20 7.0000-0.0000

176.26

2699.18

Sum Weight:

1639.76

23006.49

F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.046 0.102 0.087 0.047 0.047 0.102 0.083 0.047 0.047 0.099 0.079 0.059 0.059 0.112 0.089 0.053 0.053 0.104 0.081 0.042 0.042 0.085 0.065 0.043 0.043 0.078 0.062

CF

RR

3.735 3.442 3.515 3.733 3.733 3.439 3.537 3.733 3.733 3.455 3.556 3.666 3.666 3.39 3.508 3.696 3.696 3.428 3.55 3.76 3.76 3.526 3.632 3.755 3.755 3.562 3.651

0.571 0.575 0.574 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.573 0.572 0.572 0.576 0.574 0.571 0.571 0.576 0.573 0.571 0.571 0.574 0.572 0.571 0.571 0.573 0.572

DF

DR

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM

AE

F

w

m2 1.796 3.027 2.707 2.040 2.040 3.429 2.950 2.269 2.269 3.729 3.179 3.155 3.155 4.780 4.066 3.118 3.118 4.822 4.028 4.001 4.001 6.380 5.273 4.965 4.965 7.341 6.236 271415 kg-m

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

305.94

61.19

C

318.03

63.61

C

376.89

75.38

C

356.49

71.30

C

426.28

60.90

C

489.53

69.93

C

5551.91

Tower Forces - Service - Wind 45 To Face Section Elevation

Add Weight

Self Weight

kg 17.26

kg 533.10

T2 102.0000-96.0 000

28.48

506.43

T3 96.0000-90.00 00

37.11

901.78

T4 90.0000-84.00 00

44.88

901.78

T5 84.0000-78.00 00

54.38

928.03

m T1 108.0000-102. 0000

F a c e A B C D A B C D A B C D A B C D A B C D

e

0.132 0.132 0.158 0.141 0.132 0.132 0.163 0.158 0.132 0.132 0.163 0.175 0.065 0.065 0.095 0.123 0.065 0.065 0.095 0.141

CF

3.291 3.291 3.168 3.249 3.291 3.291 3.144 3.168 3.291 3.291 3.144 3.089 3.636 3.636 3.474 3.337 3.636 3.636 3.474 3.246

RR

0.579 0.579 0.583 0.58 0.579 0.579 0.584 0.583 0.579 0.579 0.584 0.586 0.572 0.572 0.575 0.578 0.572 0.572 0.575 0.58

DF

1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.048 1.048 1.071 1.092 1.048 1.048 1.071 1.106

DR

1.099 1.099 1.118 1.105 1.099 1.099 1.122 1.118 1.099 1.099 1.122 1.131 1.048 1.048 1.071 1.092 1.048 1.048 1.071 1.106

AE

F

w

Ctrl. Face

m2 2.660 2.660 3.017 2.777 2.660 2.660 3.091 3.017 2.660 2.660 3.091 3.264 1.259 1.259 1.639 1.992 1.259 1.259 1.638 2.245

kg 349.71

kglm 58.28

C

349.57

58.26

C

356.32

59.39

D

230.51

38.42

D

247.57

41.26

D

RISATower I . P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg 59.56

kg 901.78

T7 72.0000-66.00 00

67.32

901.78

T8 66.0000-60.00 00

75.96

928.03

T9 60.0000-57.00 00

38.84

476.74

T10 57.0000-54.00 00

40.57

530.71

T11 54.0000-49.00 00

74.85

937.69

T12 49.0000-44.00 00

82.21

1137.23

T13 44.0000-39.00 00

91.05

1298.13

T14 39.0000-34.00 00

102.70

1659.59

T15 34.0000-29.00 00

110.45

1482.44

T16 29.0000-24.00 00

113.84

1639.72

T17 24.0000-19.00 00

121.88

1429.35

T18 19.0000-14.00 00

125.90

1404.77

T19 14.0000-7.000 0

176.26

1808.25

T20 7.0000-0.0000

176.26

2699.18

T6 78.0000-72.00 00

27 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

16:58:16 10/23/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D

e

0.065 0.065 0.095 0.152 0.065 0.065 0.097 0.165 0.065 0.065 0.112 0.167 0.07 0.07 0.117 0.164 0.068 0.068 0.113 0.148 0.047 0.047 0.095 0.113 0.044 0.044 0.093 0.099 0.048 0.048 0.099 0.095 0.046 0.046 0.102 0.087 0.047 0.047 0.102 0.083 0.047 0.047 0.099 0.079 0.059 0.059 0.112 0.089 0.053 0.053 0.104 0.081 0.042 0.042 0.085 0.065 0.043 0.043 0.078 0.062

CF

RR

DF

DR

3.636 3.636 3.474 3.198 3.636 3.636 3.466 3.135 3.636 3.636 3.388 3.127 3.605 3.605 3.364 3.141 3.618 3.618 3.384 3.216 3.733 3.733 3.475 3.384 3.75 3.75 3.486 3.456 3.729 3.729 3.456 3.478 3.735 3.735 3.442 3.515 3.733 3.733 3.439 3.537 3.733 3.733 3.455 3.556 3.666 3.666 3.39 3.508 3.696 3.696 3.428 3.55 3.76 3.76 3.526 3.632 3.755 3.755 3.562 3.651

0.572 0.572 0.575 0.582 0.572 0.572 0.575 0.584 0.572 0.572 0.576 0.584 0.573 0.573 0.577 0.584 0.572 0.572 0.577 0.581 0.571 0.571 0.575 0.577 0.571 0.571 0.574 0.575 0.571 0.571 0.575 0.575 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.574 0.571 0.571 0.575 0.573 0.572 0.572 0.576 0.574 0.571 0.571 0.576 0.573 0.571 0.571 0.574 0.572 0.571 0.571 0.573 0.572

1.048 1.048 1.071 1.114 1.048 1.048 1.073 1.124 1.048 1.048 1.084 1.125 1.053 1.053 1.088 1.123 1.051 1.051 1.085 1.111 1.035 1.035 1.071 1.085 1.033 1.033 1.07 1.074 1.036 1.036 1.074 1.071 1.035 1.035 1.076 1.065 1.035 1.035 1.077 1.062 1.035 1.035 1.074 1.06 1.044 1.044 1.084 1.067 1.04 1.04 1.078 1.061 1.031 1.031 1.064 1.049 1.032 1.032 1.059 1.046

1.048 1.048 1.071 1.114 1.048 1.048 1.073 1.124 1.048 1.048 1.084 1.125 1.053 1.053 1.088 1.123 1.051 1.051 1.085 1.111 1.035 1.035 1.071 1.085 1.033 1.033 1.07 1.074 1.036 1.036 1.074 1.071 1.035 1.035 1.076 1.065 1.035 1.035 1.077 1.062 1.035 1.035 1.074 1.06 1.044 1.044 1.084 1.067 1.04 1.04 1.078 1.061 1.031 1.031 1.064 1.049 1.032 1.032 1.059 1.046

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 1.259 1.259 1.638 2.386 1.259 1.259 1.660 2.579 1.259 1.259 1.858 2.603 0.755 0.755 1.079 1.429 0.852 0.852 1.217 1.515 1.159 1.159 1.914 2.207 1.303 1.303 2.223 2.335 1.660 1.660 2.791 2.694 1.858 1.858 3.258 2.884 2.111 2.111 3.692 3.134 2.349 2.349 4.006 3.368 3.294 3.294 5.181 4.336 3.243 3.243 5.199 4.272 4.127 4.127 6.789 5.531 5.124 5.124 7.772 6.525

kg 253.60

kglm 42.27

D

262.33

43.72

D

257.38

42.90

D

138.95

46.32

D

148.62

49.54

D

222.98

44.60

D

233.99

46.80

D

270.72

54.14

C

303.34

60.67

C

329.36

65.87

C

341.66

68.33

C

408.50

81.70

C

384.37

76.87

C

453.56

64.79

C

518.28

74.04

C

Project

kg 1639.76

16:58:16 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

m Sum Weight:

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Add Weight

28 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Self Weight kg 23006.49

F a c e

e

CF

RR

DF

DR

OTM

AE

F

w

m2 300085 kg-m

kg 6061.31

Designed by

Ing. C. Londoño M.

Ctrl. Face

kglm

Mast Vectors - No Ice Section No. T1

Section Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

T7

72.0000-66.0000

T8

66.0000-60.0000

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

T12

49.0000-44.0000

T13

44.0000-39.0000

T14

39.0000-34.0000

T15

34.0000-29.0000

T16

29.0000-24.0000

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45

Directionality

F

Wind Normal

kg 1250.67

Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90

1398.84 1250.67 1245.85 1398.29 1245.85 1259.70 1425.29 1259.70 844.43 922.02 844.43 895.39 990.27 895.39 910.89 1014.41 910.89 933.66 1049.32 933.66 914.99 1029.51 914.99 494.97 555.80 494.97 535.24 594.48 535.24 822.22 891.91 822.22 871.41 935.96 871.41 1008.14 1082.88 1008.14 1127.46 1213.35 1127.46 1223.75 1317.44 1223.75 1272.13 1366.64

Vx

Vz

kg

OTMx

OTMz kg-m

0.00

kg -1250.67

kg-m -131314

989.13 1250.67 0.00 988.74 1245.85 0.00 1007.83 1259.70 0.00 651.97 844.43 0.00 700.22 895.39 0.00 717.29 910.89 0.00 741.98 933.66 0.00 727.97 914.99 0.00 393.01 494.97 0.00 420.36 535.24 0.00 630.68 822.22 0.00 661.82 871.41 0.00 765.71 1008.14 0.00 857.97 1127.46 0.00 931.57 1223.75 0.00 966.36

-989.13 0.00 -1245.85 -988.74 0.00 -1259.70 -1007.83 0.00 -844.43 -651.97 0.00 -895.39 -700.22 0.00 -910.89 -717.29 0.00 -933.66 -741.98 0.00 -914.99 -727.97 0.00 -494.97 -393.01 0.00 -535.24 -420.36 0.00 -822.22 -630.68 0.00 -871.41 -661.82 0.00 -1008.14 -765.71 0.00 -1127.46 -857.97 0.00 -1223.75 -931.57 0.00 -1272.13 -966.36

-103852 7 -123319 -97866 20 -117119 -93696 33 -73421 -56677 44 -72468 -56659 59 -68250 -53730 67 -64345 -51119 77 -57566 -45784 79 -28913 -22948 43 -29655 -23279 51 -42243 -32378 101 -40398 -30652 122 -41694 -31634 144 -40988 -31151 165 -38362 -29159 186 -33504 -25402

Torque kg-m -20

88

-103878 -131340 -24 -97909 -123362 -24 -93752 -117175 -24 -56745 -73489 -24 -56742 -72550 -24 -53821 -68340 -25 -51221 -64447 -37 -45899 -57681 -22 -23012 -28977 -29 -23359 -29735 -75 -32555 -42419 -111 -30886 -40632 -160 -31937 -41998 -227 -31543 -41380 -290 -29634 -38838 -339 -25947

92 29 101 146 84 99 189 137 113 253 214 114 312 285 113 341 320 117 383 364 162 406 348 91 217 182 120 259 211 312 564 424 438 703 487 598 870 547 844 1119 626 1047 1321 687 1172 1447

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

T20

7.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Section Elevation m

29 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90 0 45 90

Directionality

F

Vx

kg 1272.13 1507.55 1634.00 1507.55 1425.97 1537.46 1425.97 1705.14 1814.24 1705.14 1958.11 2073.13 1958.11

Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

kg 1272.13 0.00 1155.42 1507.55 0.00 1087.15 1425.97 0.00 1282.86 1705.14 0.00 1465.93 1958.11

Vz

OTMx

OTMz

kg

kg-m

kg-m -34050 -416 -25257 -32828 -477 -18415 -24006 -783 -14253 -18687 -955 -6086 -7809

0.00 -1507.55 -1155.42 0.00 -1425.97 -1087.15 0.00 -1705.14 -1282.86 0.00 -1958.11 -1465.93 0.00

207 -32184 -24613 228 -23279 -17689 249 -17496 -13062 408 -6355 -4632 498

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m 733 1319 1580 742 1432 1677 768 2136 2468 1145 2553 2936 1368

Mast Totals - No Ice Wind Azimuth °

Vx kg

0 45 90

0.00 17143.97 22207.66

Vz kg -22207.66 -17143.97 0.00

OTMx

OTMz

Torque

kg-m -1082874 -845983 2787

kg-m

kg-m

-4082 -852851 -1089743

12968 17281 9702

Mast Vectors - Service Section No. T1

Section Elevation m 108.0000-102.000 0

T2

102.0000-96.0000

T3

96.0000-90.0000

T4

90.0000-84.0000

T5

84.0000-78.0000

T6

78.0000-72.0000

T7

72.0000-66.0000

T8

66.0000-60.0000

Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45

Directionality

F

Vx

Vz

OTMx

OTMz

kg 312.67

kg

Wind Normal

kg -312.67

kg-m -32824

kg-m

0.00

Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90

349.71 312.67 311.46 349.57 311.46 314.92 356.32 314.92 211.11 230.51 211.11 223.85 247.57 223.85 227.72 253.60 227.72 233.41 262.33 233.41 228.75 257.38

247.28 312.67 0.00 247.19 311.46 0.00 251.96 314.92 0.00 162.99 211.11 0.00 175.06 223.85 0.00 179.32 227.72 0.00 185.49 233.41 0.00 181.99

-247.28 0.00 -311.46 -247.19 0.00 -314.92 -251.96 0.00 -211.11 -162.99 0.00 -223.85 -175.06 0.00 -227.72 -179.32 0.00 -233.41 -185.49 0.00 -228.75 -181.99

-25958 7 -30815 -24452 20 -29255 -23399 33 -18322 -14136 44 -18073 -14121 59 -17012 -13383 67 -16028 -12722 77 -14333 -11387

Torque kg-m -20

22

-25984 -32850 -24 -24495 -30858 -24 -23456 -29311 -24 -14204 -18390 -24 -14203 -18155 -24 -13473 -17103 -25 -12824 -16130 -37 -11502

23 7 25 37 21 25 47 34 28 63 54 29 78 71 28 85 80 29 96 91 41 101

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Section No.

Section Elevation m

T9

60.0000-57.0000

T10

57.0000-54.0000

T11

54.0000-49.0000

T12

49.0000-44.0000

T13

44.0000-39.0000

T14

39.0000-34.0000

T15

34.0000-29.0000

T16

29.0000-24.0000

T17

24.0000-19.0000

T18

19.0000-14.0000

T19

14.0000-7.0000

T20

7.0000-0.0000

Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Directionality

Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

F

Vx

Vz

OTMx

OTMz

kg 228.75 123.74 138.95 123.74 133.81 148.62 133.81 205.55 222.98 205.55 217.85 233.99 217.85 252.04 270.72 252.04 281.87 303.34 281.87 305.94 329.36 305.94 318.03 341.66 318.03 376.89 408.50 376.89 356.49 384.37 356.49 426.28 453.56 426.28 489.53 518.28 489.53

kg 228.75 0.00 98.25 123.74 0.00 105.09 133.81 0.00 157.67 205.55 0.00 165.46 217.85 0.00 191.43 252.04 0.00 214.49 281.87 0.00 232.89 305.94 0.00 241.59 318.03 0.00 288.85 376.89 0.00 271.79 356.49 0.00 320.72 426.28 0.00 366.48 489.53

kg

kg-m

kg-m -14448 -22 -5769 -7260 -29 -5861 -7455 -75 -8195 -10661 -111 -7805 -10241 -160 -8104 -10619 -227 -8056 -10515 -290 -7626 -9927 -339 -6741 -8767 -416 -6626 -8519 -477 -4962 -6360 -783 -4150 -5259 -955 -2238 -2669

0.00 -123.74 -98.25 0.00 -133.81 -105.09 0.00 -205.55 -157.67 0.00 -217.85 -165.46 0.00 -252.04 -191.43 0.00 -281.87 -214.49 0.00 -305.94 -232.89 0.00 -318.03 -241.59 0.00 -376.89 -288.85 0.00 -356.49 -271.79 0.00 -426.28 -320.72 0.00 -489.53 -366.48 0.00

Mast Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -5551.91 -4285.99 0.00

kg-m -268629 -209406 2787

kg-m

kg-m

0.00 4285.99 5551.91

30 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

-4082 -216275 -275497

3242 4320 2425

79 -7196 -5705 43 -7376 -5782 51 -10485 -8019 101 -10008 -7571 122 -10316 -7801 144 -10123 -7664 165 -9451 -7150 186 -8221 -6195 207 -7875 -5982 228 -5633 -4235 249 -4068 -2959 408 -1215 -784 498

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m 87 23 54 46 30 65 53 78 141 106 109 176 122 149 217 137 211 280 156 262 330 172 293 362 183 330 395 186 358 419 192 534 617 286 638 734 342

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Discrete Appurtenance Pressures - No Ice Description

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m AT15-250 AT15-250

Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 135.0000

31 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 10.00 10.00

Offsetx

Offsetz

m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612 2.2071 2.3485

m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612 -2.2071 2.3485

z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000 108.0000 108.0000

Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379 1.970 1.970

qz kPa 1.34 1.34 1.34 1.34 1.33 1.33 1.33 1.33 1.31 1.31 1.31 1.31 1.30 1.30 1.30 1.30 1.28 1.28 1.28 1.28 1.27 1.27 1.27 1.27 1.25 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.21 1.21 1.21 1.21 1.19 1.19 1.19 1.19 1.17 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.13 1.11 1.10 1.09 0.97 0.94 1.34 1.34

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

GH = 1.077

CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.4750 0.4750

CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.2600 0.2600

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 315.0000 45.0000 135.0000 225.0000 45.0000 135.0000 225.0000 Sum Weight:

AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

32 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Description

Page

Job

RISATower

Weight kg 10.00 10.00 10.00 10.00 10.00 10.00 10.00 2154.00

Offsetx

Offsetz

z

m -2.2071 2.2071 2.3485 -2.3485 2.2071 2.3485 -2.3485

m -2.2071 -2.2071 2.3485 2.3485 -2.2071 2.3485 2.3485

m 107.0000 107.0000 107.0000 107.0000 106.0000 106.0000 108.0000

Kz

qz

1.965 1.965 1.965 1.965 1.960 1.960 1.970

kPa 1.34 1.34 1.34 1.34 1.34 1.34 1.34

CAAC Front m2 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

CAAC Side m2 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.87 70.53

Vz

kg 14.69 10.39 0.00

OTMx

kg 0.00 49.87 70.53

OTMz

kg-m -14.69 -10.39 0.00

Torque

kg-m -1565 -1107 0

kg-m 84 -5228 -7428

-31 -22 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 70.53 49.87 0.00

Vz

kg 0.00 10.39 14.69

OTMx

kg 0.00 10.39 14.69

OTMz

kg-m -70.53 -49.87 0.00

Torque

kg-m -7596 -5396 -84

kg-m 0 -1107 -1565

0 -22 -31

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.87 70.53

Vz

kg 14.69 10.39 0.00

OTMx

kg 0.00 49.87 70.53

OTMz

kg-m -14.69 -10.39 0.00

Torque

kg-m -1565 -1107 0

kg-m -84 -5396 -7596

31 22 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 70.53 49.87 0.00

Vz

kg 0.00 10.39 14.69

OTMx

kg 0.00 10.39 14.69

OTMz

kg-m -70.53 -49.87 0.00

Torque

kg-m -7428 -5228 84

kg-m 0 -1107 -1565

0 22 31

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 49.47

Vz

kg 14.57 10.31

OTMx

kg 0.00 49.47

OTMz

kg-m -14.57 -10.31

Torque

kg-m -1508 -1067

kg-m 84 -5036

-31 -22

Page

Job

RISATower

33 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 69.96

Vz

kg 0.00

OTMx

kg 69.96

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -7157

0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B

Fs

kg

0 45 90

Vx

kg 69.96 49.47 0.00

Vz

kg 0.00 10.31 14.57

OTMx

kg 0.00 10.31 14.57

OTMz

kg-m -69.96 -49.47 0.00

Torque

kg-m -7325 -5204 -84

kg-m 0 -1067 -1508

0 -22 -31

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 49.47 69.96

Vz

kg 14.57 10.31 0.00

OTMx

kg 0.00 49.47 69.96

OTMz

kg-m -14.57 -10.31 0.00

Torque

kg-m -1508 -1067 0

kg-m -84 -5204 -7325

31 22 0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 69.96 49.47 0.00

Vz

kg 0.00 10.31 14.57

OTMx

kg 0.00 10.31 14.57

OTMz

kg-m -69.96 -49.47 0.00

Torque

kg-m -7157 -5036 84

kg-m 0 -1067 -1508

0 22 31

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.91 69.17

Vz

kg 14.41 10.19 0.00

OTMx

kg 0.00 48.91 69.17

OTMz

kg-m -14.41 -10.19 0.00

Torque

kg-m -1434 -1014 0

kg-m 84 -4783 -6799

-30 -21 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 69.17 48.91 0.00

Vz

kg 0.00 10.19 14.41

OTMx

kg 0.00 10.19 14.41

OTMz

kg-m -69.17 -48.91 0.00

Torque

kg-m -6967 -4951 -84

kg-m 0 -1014 -1434

0 -21 -30

Page

Job

RISATower

34 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.91 69.17

Vz

kg 14.41 10.19 0.00

OTMx

kg 0.00 48.91 69.17

OTMz

kg-m -14.41 -10.19 0.00

Torque

kg-m -1434 -1014 0

kg-m -84 -4951 -6967

30 21 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 69.17 48.91 0.00

Vz

kg 0.00 10.19 14.41

OTMx

kg 0.00 10.19 14.41

OTMz

kg-m -69.17 -48.91 0.00

Torque

kg-m -6799 -4783 84

kg-m 0 -1014 -1434

0 21 30

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.49 68.57

Vz

kg 14.29 10.10 0.00

OTMx

kg 0.00 48.49 68.57

OTMz

kg-m -14.29 -10.10 0.00

Torque

kg-m -1379 -975 0

kg-m 84 -4595 -6533

-30 -21 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 68.57 48.49 0.00

Vz

kg 0.00 10.10 14.29

OTMx

kg 0.00 10.10 14.29

OTMz

kg-m -68.57 -48.49 0.00

Torque

kg-m -6701 -4763 -84

kg-m 0 -975 -1379

0 -21 -30

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 48.49 68.57

Vz

kg 14.29 10.10 0.00

OTMx

kg 0.00 48.49 68.57

OTMz

kg-m -14.29 -10.10 0.00

Torque

kg-m -1379 -975 0

kg-m -84 -4763 -6701

30 21 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 68.57 48.49 0.00

Vz

kg 0.00 10.10 14.29

OTMx

kg 0.00 10.10 14.29

OTMz

kg-m -68.57 -48.49 0.00

2 ANT TV 0.30x2.0m - Elevation 91 - From Face A

Torque

kg-m -6533 -4595 84

kg-m 0 -975 -1379

0 21 30

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Fs

kg

0 45 90

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Fa

35 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 0.00 47.68 67.43

Vz

kg 14.05 9.93 0.00

OTMx

kg 0.00 47.68 67.43

OTMz

kg-m -14.05 -9.93 0.00

Designed by

Ing. C. Londoño M.

Torque

kg-m -1278 -904 0

16:58:16 10/23/13

kg-m 84 -4255 -6052

-30 -21 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 67.43 47.68 0.00

Vz

kg 0.00 9.93 14.05

OTMx

kg 0.00 9.93 14.05

OTMz

kg-m -67.43 -47.68 0.00

Torque

kg-m -6220 -4423 -84

kg-m 0 -904 -1278

0 -21 -30

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 47.68 67.43

Vz

kg 14.05 9.93 0.00

OTMx

kg 0.00 47.68 67.43

OTMz

kg-m -14.05 -9.93 0.00

Torque

kg-m -1278 -904 0

kg-m -84 -4423 -6220

30 21 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 67.43 47.68 0.00

Vz

kg 0.00 9.93 14.05

OTMx

kg 0.00 9.93 14.05

OTMz

kg-m -67.43 -47.68 0.00

Torque

kg-m -6052 -4255 84

kg-m 0 -904 -1278

0 21 30

2 ANT TV 0.30x2.0m - Elevation 88 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 47.23 66.79

Vz

kg 13.91 9.84 0.00

OTMx

kg 0.00 47.23 66.79

OTMz

kg-m -13.91 -9.84 0.00

Torque

kg-m -1224 -866 0

kg-m 84 -4072 -5793

-29 -21 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 66.79 47.23 0.00

Vz

kg 0.00 9.84 13.91

OTMx

kg 0.00 9.84 13.91

OTMz

kg-m -66.79 -47.23 0.00

Torque

kg-m -5961 -4240 -84

kg-m 0 -866 -1224

0 -21 -29

2 ANT TV 0.30x2.0m - Elevation 88 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 47.23

Vz

kg 13.91 9.84

OTMx

kg 0.00 47.23

OTMz

kg-m -13.91 -9.84

Torque

kg-m -1224 -866

kg-m -84 -4240

29 21

Page

Job

RISATower

36 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 88 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 66.79

Vz

kg 0.00

OTMx

kg 66.79

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -5961

0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face D

Fs

kg

0 45 90

Vx

kg 66.79 47.23 0.00

Vz

kg 0.00 9.84 13.91

OTMx

kg 0.00 9.84 13.91

OTMz

kg-m -66.79 -47.23 0.00

Torque

kg-m -5793 -4072 84

kg-m 0 -866 -1224

0 21 29

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 46.60 65.91

Vz

kg 13.73 9.71 0.00

OTMx

kg 0.00 46.60 65.91

OTMz

kg-m -13.73 -9.71 0.00

Torque

kg-m -1153 -816 0

kg-m 84 -3831 -5452

-29 -20 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 65.91 46.60 0.00

Vz

kg 0.00 9.71 13.73

OTMx

kg 0.00 9.71 13.73

OTMz

kg-m -65.91 -46.60 0.00

Torque

kg-m -5620 -3999 -84

kg-m 0 -816 -1153

0 -20 -29

2 ANT TV 0.30x2.0m - Elevation 84 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 46.60 65.91

Vz

kg 13.73 9.71 0.00

OTMx

kg 0.00 46.60 65.91

OTMz

kg-m -13.73 -9.71 0.00

Torque

kg-m -1153 -816 0

kg-m -84 -3999 -5620

29 20 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 65.91 46.60 0.00

Vz

kg 0.00 9.71 13.73

OTMx

kg 0.00 9.71 13.73

OTMz

kg-m -65.91 -46.60 0.00

Torque

kg-m -5452 -3831 84

kg-m 0 -816 -1153

0 20 29

2 ANT TV 0.30x2.0m - Elevation 81 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 46.12

Vz

kg 13.59 9.61

OTMx

kg 0.00 46.12

OTMz

kg-m -13.59 -9.61

Torque

kg-m -1101 -778

kg-m 84 -3652

-29 -20

Page

Job

RISATower

37 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 81 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 65.23

Vz

kg 0.00

OTMx

kg 65.23

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -5199

0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face B

Fs

kg

0 45 90

Vx

kg 65.23 46.12 0.00

Vz

kg 0.00 9.61 13.59

OTMx

kg 0.00 9.61 13.59

OTMz

kg-m -65.23 -46.12 0.00

Torque

kg-m -5367 -3820 -84

kg-m 0 -778 -1101

0 -20 -29

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 46.12 65.23

Vz

kg 13.59 9.61 0.00

OTMx

kg 0.00 46.12 65.23

OTMz

kg-m -13.59 -9.61 0.00

Torque

kg-m -1101 -778 0

kg-m -84 -3820 -5367

29 20 0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 65.23 46.12 0.00

Vz

kg 0.00 9.61 13.59

OTMx

kg 0.00 9.61 13.59

OTMz

kg-m -65.23 -46.12 0.00

Torque

kg-m -5199 -3652 84

kg-m 0 -778 -1101

0 20 29

2 ANT TV 0.30x2.0m - Elevation 75 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 45.12 63.81

Vz

kg 13.29 9.40 0.00

OTMx

kg 0.00 45.12 63.81

OTMz

kg-m -13.29 -9.40 0.00

Torque

kg-m -997 -705 0

kg-m 84 -3300 -4702

-28 -20 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 63.81 45.12 0.00

Vz

kg 0.00 9.40 13.29

OTMx

kg 0.00 9.40 13.29

OTMz

kg-m -63.81 -45.12 0.00

Torque

kg-m -4870 -3468 -84

kg-m 0 -705 -997

0 -20 -28

2 ANT TV 0.30x2.0m - Elevation 75 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 45.12

Vz

kg 13.29 9.40

OTMx

kg 0.00 45.12

OTMz

kg-m -13.29 -9.40

Torque

kg-m -997 -705

kg-m -84 -3468

28 20

Page

Job

RISATower

38 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 75 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 63.81

Vz

kg 0.00

OTMx

kg 63.81

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -4870

0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face D

Fs

kg

0 45 90

Vx

kg 63.81 45.12 0.00

Vz

kg 0.00 9.40 13.29

OTMx

kg 0.00 9.40 13.29

OTMz

kg-m -63.81 -45.12 0.00

Torque

kg-m -4702 -3300 84

kg-m 0 -705 -997

0 20 28

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 44.51 62.94

Vz

kg 13.11 9.27 0.00

OTMx

kg 0.00 44.51 62.94

OTMz

kg-m -13.11 -9.27 0.00

Torque

kg-m -938 -663 0

kg-m 84 -3098 -4416

-28 -19 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 62.94 44.51 0.00

Vz

kg 0.00 9.27 13.11

OTMx

kg 0.00 9.27 13.11

OTMz

kg-m -62.94 -44.51 0.00

Torque

kg-m -4584 -3266 -84

kg-m 0 -663 -938

0 -19 -28

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 44.51 62.94

Vz

kg 13.11 9.27 0.00

OTMx

kg 0.00 44.51 62.94

OTMz

kg-m -13.11 -9.27 0.00

Torque

kg-m -938 -663 0

kg-m -84 -3266 -4584

28 19 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 62.94 44.51 0.00

Vz

kg 0.00 9.27 13.11

OTMx

kg 0.00 9.27 13.11

OTMz

kg-m -62.94 -44.51 0.00

Torque

kg-m -4416 -3098 84

kg-m 0 -663 -938

0 19 28

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 43.78

Vz

kg 12.90 9.12

OTMx

kg 0.00 43.78

OTMz

kg-m -12.90 -9.12

Torque

kg-m -871 -616

kg-m 84 -2871

-27 -19

Page

Job

RISATower

39 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 61.92

Vz

kg 0.00

OTMx

kg 61.92

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -4095

0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B

Fs

kg

0 45 90

Vx

kg 61.92 43.78 0.00

Vz

kg 0.00 9.12 12.90

OTMx

kg 0.00 9.12 12.90

OTMz

kg-m -61.92 -43.78 0.00

Torque

kg-m -4263 -3039 -84

kg-m 0 -616 -871

0 -19 -27

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 43.78 61.92

Vz

kg 12.90 9.12 0.00

OTMx

kg 0.00 43.78 61.92

OTMz

kg-m -12.90 -9.12 0.00

Torque

kg-m -871 -616 0

kg-m -84 -3039 -4263

27 19 0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 61.92 43.78 0.00

Vz

kg 0.00 9.12 12.90

OTMx

kg 0.00 9.12 12.90

OTMz

kg-m -61.92 -43.78 0.00

Torque

kg-m -4095 -2871 84

kg-m 0 -616 -871

0 19 27

2 ANT TV 0.30x2.0m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 43.12 60.98

Vz

kg 12.70 8.98 0.00

OTMx

kg 0.00 43.12 60.98

OTMz

kg-m -12.70 -8.98 0.00

Torque

kg-m -813 -575 0

kg-m 84 -2676 -3819

-27 -19 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 60.98 43.12 0.00

Vz

kg 0.00 8.98 12.70

OTMx

kg 0.00 8.98 12.70

OTMz

kg-m -60.98 -43.12 0.00

Torque

kg-m -3987 -2844 -84

kg-m 0 -575 -813

0 -19 -27

2 ANT TV 0.30x2.0m - Elevation 64 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 43.12

Vz

kg 12.70 8.98

OTMx

kg 0.00 43.12

OTMz

kg-m -12.70 -8.98

Torque

kg-m -813 -575

kg-m -84 -2844

27 19

Page

Job

RISATower

40 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 64 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 60.98

Vz

kg 0.00

OTMx

kg 60.98

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -3987

0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face D

Fs

kg

0 45 90

Vx

kg 60.98 43.12 0.00

Vz

kg 0.00 8.98 12.70

OTMx

kg 0.00 8.98 12.70

OTMz

kg-m -60.98 -43.12 0.00

Torque

kg-m -3819 -2676 84

kg-m 0 -575 -813

0 19 27

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.33 37.24 26.33

Vz

kg 7.02 0.00 7.02

OTMx

kg 13.65 26.33 23.58

OTMz

kg-m -23.58 -26.33 -13.65

Torque

kg-m -1440 -1602 -854

kg-m -854 -1602 -1440

20 0 -20

2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.94 36.69 25.94

Vz

kg 6.92 0.00 6.92

OTMx

kg 13.45 25.94 23.23

OTMz

kg-m -23.23 -25.94 -13.45

Torque

kg-m -1357 -1508 -809

kg-m -809 -1508 -1357

23 0 -23

2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.67 36.31 25.67

Vz

kg 6.85 0.00 6.85

OTMx

kg 13.31 25.67 22.99

OTMz

kg-m -22.99 -25.67 -13.31

Torque

kg-m -1302 -1447 -779

kg-m -779 -1447 -1302

24 0 -24

2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.40 35.92 25.40

Vz

kg 6.77 0.00 6.77

OTMx

kg 13.17 25.40 22.75

OTMz

kg-m -22.75 -25.40 -13.17

Torque

kg-m -1248 -1386 -750

kg-m -750 -1386 -1248

26 0 -26

2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 22.49 31.81

Vz

kg 6.00 0.00

OTMx

kg 11.66 22.49

OTMz

kg-m -20.15 -22.49

Torque

kg-m -792 -872

kg-m -504 -872

38 0

Page

Job

RISATower

41 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 22.49

Vz

kg 6.00

OTMx

kg 20.15

OTMz

kg-m -11.66

Torque

kg-m -504

kg-m -792

-38

2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B

Fs

kg

0 45 90

Vx

kg 21.91 30.98 21.91

Vz

kg 5.84 0.00 5.84

OTMx

kg 11.36 21.91 19.62

OTMz

kg-m -19.62 -21.91 -11.36

Torque

kg-m -723 -793 -466

kg-m -466 -793 -723

39 0 -39

AT15-250 - Elevation 108 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.55 70.08 49.55

Vz

kg 27.12 0.00 27.12

OTMx

kg 15.86 49.55 54.22

OTMz

kg-m -54.22 -49.55 -15.86

Torque

kg-m -5877 -5374 -1735

kg-m -1735 -5374 -5877

85 0 -85

AT15-250 - Elevation 108 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.55 0.00 49.55

Vz

kg 27.12 38.36 27.12

OTMx

kg -15.86 27.12 54.22

OTMz

kg-m -54.22 -27.12 15.86

Torque

kg-m -5832 -2906 1736

kg-m 1689 -2953 -5879

90 127 90

AT15-250 - Elevation 107 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.42 0.00 49.42

Vz

kg 27.05 38.26 27.05

OTMx

kg -15.82 27.05 54.07

OTMz

kg-m -54.07 -27.05 15.82

Torque

kg-m -5808 -2917 1670

kg-m 1715 -2872 -5764

-84 -119 -84

AT15-250 - Elevation 107 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.42 69.89 49.42

Vz

kg 27.05 0.00 27.05

OTMx

kg 15.82 49.42 54.07

OTMz

kg-m -54.07 -49.42 -15.82

Torque

kg-m -5808 -5310 -1715

kg-m -1715 -5310 -5808

84 0 -84

AT15-250 - Elevation 107 - From Leg C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 49.42 0.00

Vz

kg 27.05 38.26

OTMx

kg -15.82 27.05

OTMz

kg-m -54.07 -27.05

Torque

kg-m -5762 -2871

kg-m 1669 -2918

90 127

Page

Job

RISATower

42 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 107 - From Leg C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 49.42

Vz

kg 27.05

OTMx

kg 54.07

OTMz

kg-m 15.82

Torque

kg-m 1716

kg-m -5809

90

AT15-250 - Elevation 107 - From Leg D

Fs

kg

0 45 90

Vx

kg 49.42 69.89 49.42

Vz

kg 27.05 0.00 27.05

OTMx

kg 15.82 49.42 54.07

OTMz

kg-m -54.07 -49.42 -15.82

Torque

kg-m -5762 -5264 -1669

kg-m -1669 -5264 -5762

-90 0 90

AT15-250 - Elevation 106 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.29 69.70 49.29

Vz

kg 26.98 0.00 26.98

OTMx

kg 15.77 49.29 53.93

OTMz

kg-m -53.93 -49.29 -15.77

Torque

kg-m -5738 -5247 -1694

kg-m -1694 -5247 -5738

84 0 -84

AT15-250 - Elevation 106 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.29 0.00 49.29

Vz

kg 26.98 38.15 26.98

OTMx

kg -15.77 26.98 53.93

OTMz

kg-m -53.93 -26.98 15.77

Torque

kg-m -5693 -2836 1696

kg-m 1649 -2883 -5740

90 127 90

AT15-250 - Elevation 108 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 49.55 70.08 49.55

Vz

kg 27.12 0.00 27.12

OTMx

kg 15.86 49.55 54.22

OTMz

kg-m -54.22 -49.55 -15.86

Torque

kg-m -5832 -5328 -1689

kg-m -1689 -5328 -5832

Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -2536.12 -1858.69 -92.47

kg-m -224404 -162637 -5846

kg-m

kg-m

92.47 1858.69 2536.12

-5943 -162733 -224501

429 262 -58

Discrete Appurtenance Pressures - Service

GH = 1.077

-90 0 90

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Description

2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

Aiming Azimuth ° 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 45.0000 135.0000 315.0000 45.0000 135.0000 225.0000

Page

Job

43 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Weight kg 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 24.00 24.00 24.00 24.00 24.00 24.00 10.00 10.00 10.00 10.00 10.00 10.00

Offsetx

Offsetz

m -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 2.0221 2.3156 2.5113 2.7069 4.4678 4.7612 2.2071 2.3485 -2.2071 2.2071 2.3485 -2.3485

m 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 0.0000 -2.1000 0.0000 2.1000 -2.0221 -2.3156 -2.5113 -2.7069 -4.4678 -4.7612 -2.2071 2.3485 -2.2071 -2.2071 2.3485 2.3485

z m 106.5000 106.5000 106.5000 106.5000 103.5000 103.5000 103.5000 103.5000 99.5000 99.5000 99.5000 99.5000 96.5000 96.5000 96.5000 96.5000 91.0000 91.0000 91.0000 91.0000 88.0000 88.0000 88.0000 88.0000 84.0000 84.0000 84.0000 84.0000 81.0000 81.0000 81.0000 81.0000 75.0000 75.0000 75.0000 75.0000 71.5000 71.5000 71.5000 71.5000 67.5000 67.5000 67.5000 67.5000 64.0000 64.0000 64.0000 64.0000 59.0000 56.0000 54.0000 52.0000 34.0000 31.0000 108.0000 108.0000 107.0000 107.0000 107.0000 107.0000

Kz 1.962 1.962 1.962 1.962 1.947 1.947 1.947 1.947 1.925 1.925 1.925 1.925 1.908 1.908 1.908 1.908 1.876 1.876 1.876 1.876 1.858 1.858 1.858 1.858 1.834 1.834 1.834 1.834 1.815 1.815 1.815 1.815 1.775 1.775 1.775 1.775 1.751 1.751 1.751 1.751 1.723 1.723 1.723 1.723 1.697 1.697 1.697 1.697 1.658 1.633 1.616 1.599 1.416 1.379 1.970 1.970 1.965 1.965 1.965 1.965

qz kPa 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.27 0.24 0.23 0.34 0.34 0.33 0.33 0.33 0.33

CAAC Front m2 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.4800 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

CAAC Side m2 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.1000 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 45.0000 135.0000 225.0000 Sum Weight:

AT15-250 AT15-250 AT15-250

44 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Description

Page

Job

RISATower

Weight kg 10.00 10.00 10.00 2154.00

Offsetx

Offsetz

z

m 2.2071 2.3485 -2.3485

m -2.2071 2.3485 2.3485

m 106.0000 106.0000 108.0000

Kz

qz

1.960 1.960 1.970

kPa 0.33 0.33 0.34

CAAC Front m2 0.4750 0.4750 0.4750

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

CAAC Side m2 0.2600 0.2600 0.2600

Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.47 17.63

Vz

kg 3.67 2.60 0.00

OTMx

kg 0.00 12.47 17.63

OTMz

kg-m -3.67 -2.60 0.00

Torque

kg-m -391 -277 0

kg-m 84 -1244 -1794

-8 -5 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.63 12.47 0.00

Vz

kg 0.00 2.60 3.67

OTMx

kg 0.00 2.60 3.67

OTMz

kg-m -17.63 -12.47 0.00

Torque

kg-m -1962 -1412 -84

kg-m 0 -277 -391

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.47 17.63

Vz

kg 3.67 2.60 0.00

OTMx

kg 0.00 12.47 17.63

OTMz

kg-m -3.67 -2.60 0.00

Torque

kg-m -391 -277 0

kg-m -84 -1412 -1962

8 5 0

2 ANT TV 0.30x2.0m - Elevation 106.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.63 12.47 0.00

Vz

kg 0.00 2.60 3.67

OTMx

kg 0.00 2.60 3.67

OTMz

kg-m -17.63 -12.47 0.00

Torque

kg-m -1794 -1244 84

kg-m 0 -277 -391

0 5 8

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face A

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 12.37 17.49

Vz

kg 3.64 2.58 0.00

OTMx

kg 0.00 12.37 17.49

OTMz

kg-m -3.64 -2.58 0.00

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face B

Torque

kg-m -377 -267 0

kg-m 84 -1196 -1726

-8 -5 0

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Fs

kg

0 45 90

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Fa

45 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 17.49 12.37 0.00

Vz

kg 0.00 2.58 3.64

OTMx

kg 0.00 2.58 3.64

OTMz

kg-m -17.49 -12.37 0.00

Designed by

Ing. C. Londoño M.

Torque

kg-m -1894 -1364 -84

16:58:16 10/23/13

kg-m 0 -267 -377

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.37 17.49

Vz

kg 3.64 2.58 0.00

OTMx

kg 0.00 12.37 17.49

OTMz

kg-m -3.64 -2.58 0.00

Torque

kg-m -377 -267 0

kg-m -84 -1364 -1894

8 5 0

2 ANT TV 0.30x2.0m - Elevation 103.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.49 12.37 0.00

Vz

kg 0.00 2.58 3.64

OTMx

kg 0.00 2.58 3.64

OTMz

kg-m -17.49 -12.37 0.00

Torque

kg-m -1726 -1196 84

kg-m 0 -267 -377

0 5 8

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.23 17.29

Vz

kg 3.60 2.55 0.00

OTMx

kg 0.00 12.23 17.29

OTMz

kg-m -3.60 -2.55 0.00

Torque

kg-m -358 -253 0

kg-m 84 -1133 -1637

-8 -5 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.29 12.23 0.00

Vz

kg 0.00 2.55 3.60

OTMx

kg 0.00 2.55 3.60

OTMz

kg-m -17.29 -12.23 0.00

Torque

kg-m -1805 -1301 -84

kg-m 0 -253 -358

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.23 17.29

Vz

kg 3.60 2.55 0.00

OTMx

kg 0.00 12.23 17.29

OTMz

kg-m -3.60 -2.55 0.00

Torque

kg-m -358 -253 0

kg-m -84 -1301 -1805

8 5 0

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 17.29 12.23

Vz

kg 0.00 2.55

OTMx

kg 0.00 2.55

OTMz

kg-m -17.29 -12.23

Torque

kg-m -1637 -1133

kg-m 0 -253

0 5

Page

Job

RISATower

46 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 99.5 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.60

OTMx

kg 3.60

OTMz

kg-m 0.00

Torque

kg-m 84

kg-m -358

8

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 12.12 17.14

Vz

kg 3.57 2.53 0.00

OTMx

kg 0.00 12.12 17.14

OTMz

kg-m -3.57 -2.53 0.00

Torque

kg-m -345 -244 0

kg-m 84 -1086 -1570

-8 -5 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.14 12.12 0.00

Vz

kg 0.00 2.53 3.57

OTMx

kg 0.00 2.53 3.57

OTMz

kg-m -17.14 -12.12 0.00

Torque

kg-m -1738 -1254 -84

kg-m 0 -244 -345

0 -5 -8

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 12.12 17.14

Vz

kg 3.57 2.53 0.00

OTMx

kg 0.00 12.12 17.14

OTMz

kg-m -3.57 -2.53 0.00

Torque

kg-m -345 -244 0

kg-m -84 -1254 -1738

8 5 0

2 ANT TV 0.30x2.0m - Elevation 96.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 17.14 12.12 0.00

Vz

kg 0.00 2.53 3.57

OTMx

kg 0.00 2.53 3.57

OTMz

kg-m -17.14 -12.12 0.00

Torque

kg-m -1570 -1086 84

kg-m 0 -244 -345

0 5 8

2 ANT TV 0.30x2.0m - Elevation 91 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.92 16.86

Vz

kg 3.51 2.48 0.00

OTMx

kg 0.00 11.92 16.86

OTMz

kg-m -3.51 -2.48 0.00

Torque

kg-m -320 -226 0

kg-m 84 -1001 -1450

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 16.86 11.92

Vz

kg 0.00 2.48

OTMx

kg 0.00 2.48

OTMz

kg-m -16.86 -11.92

Torque

kg-m -1618 -1169

kg-m 0 -226

0 -5

Page

Job

RISATower

47 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 91 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.51

OTMx

kg 3.51

OTMz

kg-m 0.00

Torque

kg-m -84

kg-m -320

-7

2 ANT TV 0.30x2.0m - Elevation 91 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 11.92 16.86

Vz

kg 3.51 2.48 0.00

OTMx

kg 0.00 11.92 16.86

OTMz

kg-m -3.51 -2.48 0.00

Torque

kg-m -320 -226 0

kg-m -84 -1169 -1618

7 5 0

2 ANT TV 0.30x2.0m - Elevation 91 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.86 11.92 0.00

Vz

kg 0.00 2.48 3.51

OTMx

kg 0.00 2.48 3.51

OTMz

kg-m -16.86 -11.92 0.00

Torque

kg-m -1450 -1001 84

kg-m 0 -226 -320

0 5 7

2 ANT TV 0.30x2.0m - Elevation 88 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.81 16.70

Vz

kg 3.48 2.46 0.00

OTMx

kg 0.00 11.81 16.70

OTMz

kg-m -3.48 -2.46 0.00

Torque

kg-m -306 -216 0

kg-m 84 -955 -1385

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.70 11.81 0.00

Vz

kg 0.00 2.46 3.48

OTMx

kg 0.00 2.46 3.48

OTMz

kg-m -16.70 -11.81 0.00

Torque

kg-m -1553 -1123 -84

kg-m 0 -216 -306

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 88 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.81 16.70

Vz

kg 3.48 2.46 0.00

OTMx

kg 0.00 11.81 16.70

OTMz

kg-m -3.48 -2.46 0.00

Torque

kg-m -306 -216 0

kg-m -84 -1123 -1553

7 5 0

2 ANT TV 0.30x2.0m - Elevation 88 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 16.70 11.81

Vz

kg 0.00 2.46

OTMx

kg 0.00 2.46

OTMz

kg-m -16.70 -11.81

Torque

kg-m -1385 -955

kg-m 0 -216

0 5

Page

Job

RISATower

48 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 88 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.48

OTMx

kg 3.48

OTMz

kg-m 0.00

Torque

kg-m 84

kg-m -306

7

2 ANT TV 0.30x2.0m - Elevation 84 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 11.65 16.48

Vz

kg 3.43 2.43 0.00

OTMx

kg 0.00 11.65 16.48

OTMz

kg-m -3.43 -2.43 0.00

Torque

kg-m -288 -204 0

kg-m 84 -895 -1300

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.48 11.65 0.00

Vz

kg 0.00 2.43 3.43

OTMx

kg 0.00 2.43 3.43

OTMz

kg-m -16.48 -11.65 0.00

Torque

kg-m -1468 -1063 -84

kg-m 0 -204 -288

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 84 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.65 16.48

Vz

kg 3.43 2.43 0.00

OTMx

kg 0.00 11.65 16.48

OTMz

kg-m -3.43 -2.43 0.00

Torque

kg-m -288 -204 0

kg-m -84 -1063 -1468

7 5 0

2 ANT TV 0.30x2.0m - Elevation 84 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.48 11.65 0.00

Vz

kg 0.00 2.43 3.43

OTMx

kg 0.00 2.43 3.43

OTMz

kg-m -16.48 -11.65 0.00

Torque

kg-m -1300 -895 84

kg-m 0 -204 -288

0 5 7

2 ANT TV 0.30x2.0m - Elevation 81 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.53 16.31

Vz

kg 3.40 2.40 0.00

OTMx

kg 0.00 11.53 16.31

OTMz

kg-m -3.40 -2.40 0.00

Torque

kg-m -275 -195 0

kg-m 84 -850 -1237

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 16.31 11.53

Vz

kg 0.00 2.40

OTMx

kg 0.00 2.40

OTMz

kg-m -16.31 -11.53

Torque

kg-m -1405 -1018

kg-m 0 -195

0 -5

Page

Job

RISATower

49 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 81 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.40

OTMx

kg 3.40

OTMz

kg-m 0.00

Torque

kg-m -84

kg-m -275

-7

2 ANT TV 0.30x2.0m - Elevation 81 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 11.53 16.31

Vz

kg 3.40 2.40 0.00

OTMx

kg 0.00 11.53 16.31

OTMz

kg-m -3.40 -2.40 0.00

Torque

kg-m -275 -195 0

kg-m -84 -1018 -1405

7 5 0

2 ANT TV 0.30x2.0m - Elevation 81 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 16.31 11.53 0.00

Vz

kg 0.00 2.40 3.40

OTMx

kg 0.00 2.40 3.40

OTMz

kg-m -16.31 -11.53 0.00

Torque

kg-m -1237 -850 84

kg-m 0 -195 -275

0 5 7

2 ANT TV 0.30x2.0m - Elevation 75 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.28 15.95

Vz

kg 3.32 2.35 0.00

OTMx

kg 0.00 11.28 15.95

OTMz

kg-m -3.32 -2.35 0.00

Torque

kg-m -249 -176 0

kg-m 84 -762 -1112

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.95 11.28 0.00

Vz

kg 0.00 2.35 3.32

OTMx

kg 0.00 2.35 3.32

OTMz

kg-m -15.95 -11.28 0.00

Torque

kg-m -1280 -930 -84

kg-m 0 -176 -249

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 75 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.28 15.95

Vz

kg 3.32 2.35 0.00

OTMx

kg 0.00 11.28 15.95

OTMz

kg-m -3.32 -2.35 0.00

Torque

kg-m -249 -176 0

kg-m -84 -930 -1280

7 5 0

2 ANT TV 0.30x2.0m - Elevation 75 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 15.95 11.28

Vz

kg 0.00 2.35

OTMx

kg 0.00 2.35

OTMz

kg-m -15.95 -11.28

Torque

kg-m -1112 -762

kg-m 0 -176

0 5

Page

Job

RISATower

50 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 75 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.32

OTMx

kg 3.32

OTMz

kg-m 0.00

Torque

kg-m 84

kg-m -249

7

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 11.13 15.74

Vz

kg 3.28 2.32 0.00

OTMx

kg 0.00 11.13 15.74

OTMz

kg-m -3.28 -2.32 0.00

Torque

kg-m -234 -166 0

kg-m 84 -712 -1041

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.74 11.13 0.00

Vz

kg 0.00 2.32 3.28

OTMx

kg 0.00 2.32 3.28

OTMz

kg-m -15.74 -11.13 0.00

Torque

kg-m -1209 -880 -84

kg-m 0 -166 -234

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 11.13 15.74

Vz

kg 3.28 2.32 0.00

OTMx

kg 0.00 11.13 15.74

OTMz

kg-m -3.28 -2.32 0.00

Torque

kg-m -234 -166 0

kg-m -84 -880 -1209

7 5 0

2 ANT TV 0.30x2.0m - Elevation 71.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.74 11.13 0.00

Vz

kg 0.00 2.32 3.28

OTMx

kg 0.00 2.32 3.28

OTMz

kg-m -15.74 -11.13 0.00

Torque

kg-m -1041 -712 84

kg-m 0 -166 -234

0 5 7

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.95 15.48

Vz

kg 3.22 2.28 0.00

OTMx

kg 0.00 10.95 15.48

OTMz

kg-m -3.22 -2.28 0.00

Torque

kg-m -218 -154 0

kg-m 84 -655 -961

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 15.48 10.95

Vz

kg 0.00 2.28

OTMx

kg 0.00 2.28

OTMz

kg-m -15.48 -10.95

Torque

kg-m -1129 -823

kg-m 0 -154

0 -5

Page

Job

RISATower

51 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.22

OTMx

kg 3.22

OTMz

kg-m 0.00

Torque

kg-m -84

kg-m -218

-7

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 10.95 15.48

Vz

kg 3.22 2.28 0.00

OTMx

kg 0.00 10.95 15.48

OTMz

kg-m -3.22 -2.28 0.00

Torque

kg-m -218 -154 0

kg-m -84 -823 -1129

7 5 0

2 ANT TV 0.30x2.0m - Elevation 67.5 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.48 10.95 0.00

Vz

kg 0.00 2.28 3.22

OTMx

kg 0.00 2.28 3.22

OTMz

kg-m -15.48 -10.95 0.00

Torque

kg-m -961 -655 84

kg-m 0 -154 -218

0 5 7

2 ANT TV 0.30x2.0m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.78 15.25

Vz

kg 3.18 2.25 0.00

OTMx

kg 0.00 10.78 15.25

OTMz

kg-m -3.18 -2.25 0.00

Torque

kg-m -203 -144 0

kg-m 84 -606 -892

-7 -5 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 15.25 10.78 0.00

Vz

kg 0.00 2.25 3.18

OTMx

kg 0.00 2.25 3.18

OTMz

kg-m -15.25 -10.78 0.00

Torque

kg-m -1060 -774 -84

kg-m 0 -144 -203

0 -5 -7

2 ANT TV 0.30x2.0m - Elevation 64 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 10.78 15.25

Vz

kg 3.18 2.25 0.00

OTMx

kg 0.00 10.78 15.25

OTMz

kg-m -3.18 -2.25 0.00

Torque

kg-m -203 -144 0

kg-m -84 -774 -1060

7 5 0

2 ANT TV 0.30x2.0m - Elevation 64 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 15.25 10.78

Vz

kg 0.00 2.25

OTMx

kg 0.00 2.25

OTMz

kg-m -15.25 -10.78

Torque

kg-m -892 -606

kg-m 0 -144

0 5

Page

Job

RISATower

52 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x2.0m - Elevation 64 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 3.18

OTMx

kg 3.18

OTMz

kg-m 0.00

Torque

kg-m 84

kg-m -203

7

2 ANT TV 0.30x1.20m - Elevation 59 - From Leg B

Fs

kg

0 45 90

Vx

kg 6.58 9.31 6.58

Vz

kg 1.76 0.00 1.76

OTMx

kg 3.41 6.58 5.90

OTMz

kg-m -5.90 -6.58 -3.41

Torque

kg-m -396 -437 -250

kg-m -250 -437 -396

5 0 -5

2 ANT TV 0.30x1.20m - Elevation 56 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.49 9.17 6.49

Vz

kg 1.73 0.00 1.73

OTMx

kg 3.36 6.49 5.81

OTMz

kg-m -5.81 -6.49 -3.36

Torque

kg-m -381 -419 -244

kg-m -244 -419 -381

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 54 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.42 9.08 6.42

Vz

kg 1.71 0.00 1.71

OTMx

kg 3.33 6.42 5.75

OTMz

kg-m -5.75 -6.42 -3.33

Torque

kg-m -371 -407 -240

kg-m -240 -407 -371

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 52 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.35 8.98 6.35

Vz

kg 1.69 0.00 1.69

OTMx

kg 3.29 6.35 5.69

OTMz

kg-m -5.69 -6.35 -3.29

Torque

kg-m -361 -395 -236

kg-m -236 -395 -361

6 0 -6

2 ANT TV 0.30x1.20m - Elevation 34 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 5.62 7.95 5.62

Vz

kg 1.50 0.00 1.50

OTMx

kg 2.92 5.62 5.04

OTMz

kg-m -5.04 -5.62 -2.92

Torque

kg-m -278 -298 -206

kg-m -206 -298 -278

9 0 -9

2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 5.48 7.75

Vz

kg 1.46 0.00

OTMx

kg 2.84 5.48

OTMz

kg-m -4.91 -5.48

Torque

kg-m -266 -284

kg-m -202 -284

10 0

Page

Job

RISATower

53 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 31 - From Leg B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 5.48

Vz

kg 1.46

OTMx

kg 4.91

OTMz

kg-m -2.84

Torque

kg-m -202

kg-m -266

-10

AT15-250 - Elevation 108 - From Leg B

Fs

kg

0 45 90

Vx

kg 12.39 17.52 12.39

Vz

kg 6.78 0.00 6.78

OTMx

kg 3.96 12.39 13.55

OTMz

kg-m -13.55 -12.39 -3.96

Torque

kg-m -1486 -1360 -450

kg-m -450 -1360 -1486

21 0 -21

AT15-250 - Elevation 108 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 12.39 0.00 12.39

Vz

kg 6.78 9.59 6.78

OTMx

kg -3.96 6.78 13.55

OTMz

kg-m -13.55 -6.78 3.96

Torque

kg-m -1440 -709 452

kg-m 405 -756 -1487

23 32 23

AT15-250 - Elevation 107 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 12.35 0.00 12.35

Vz

kg 6.76 9.56 6.76

OTMx

kg -3.95 6.76 13.52

OTMz

kg-m -13.52 -6.76 3.95

Torque

kg-m -1469 -746 401

kg-m 445 -702 -1424

-21 -30 -21

AT15-250 - Elevation 107 - From Leg B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 12.35 17.47 12.35

Vz

kg 6.76 0.00 6.76

OTMx

kg 3.95 12.35 13.52

OTMz

kg-m -13.52 -12.35 -3.95

Torque

kg-m -1469 -1344 -445

kg-m -445 -1344 -1469

21 0 -21

AT15-250 - Elevation 107 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 12.35 0.00 12.35

Vz

kg 6.76 9.56 6.76

OTMx

kg -3.95 6.76 13.52

OTMz

kg-m -13.52 -6.76 3.95

Torque

kg-m -1423 -700 447

kg-m 400 -747 -1470

22 32 22

AT15-250 - Elevation 107 - From Leg D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 12.35 17.47

Vz

kg 6.76 0.00

OTMx

kg 3.95 12.35

OTMz

kg-m -13.52 -12.35

Torque

kg-m -1423 -1298

kg-m -400 -1298

-22 0

Page

Job

RISATower

54 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 107 - From Leg D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg

Vz

kg

12.35

6.76

OTMx

kg

OTMz

kg-m

13.52

-3.95

Torque

kg-m -400

kg-m -1423

22

AT15-250 - Elevation 106 - From Leg B

Fs

kg

0 45 90

Vx

kg

Vz

kg

12.32 17.43 12.32

6.74 0.00 6.74

OTMx

kg

OTMz

kg-m

3.94 12.32 13.48

-13.48 -12.32 -3.94

Torque

kg-m -1451 -1328 -440

kg-m -440 -1328 -1451

21 0 -21

AT15-250 - Elevation 106 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

12.32 0.00 12.32

6.74 9.54 6.74

OTMx

kg

OTMz

kg-m

-3.94 6.74 13.48

-13.48 -6.74 3.94

Torque

kg-m -1406 -691 442

kg-m 395 -738 -1453

22 32 22

AT15-250 - Elevation 108 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

12.39 17.52 12.39

6.78 0.00 6.78

OTMx

kg

OTMz

kg-m

3.96 12.39 13.55

-13.55 -12.39 -3.96

Torque

kg-m -1440 -1314 -405

kg-m -405 -1314 -1440

-23 0 23

Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -634.03 -464.67 -23.12

kg-m

kg-m

kg-m

23.12 464.67 634.03

-56417 -40975 -1778

-1874 -41072 -56514

107 65 -15

Dish Pressures - No Ice Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000

Dish Description HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105

Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000

Weight kg 143.79 143.79 143.79 143.79 143.79 143.79

Offsetx m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666

Offsetz m -2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666

Kz 1.608 1.509 1.509 1.553 1.553 1.473

AA m2 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966

qz kPa 1.10 1.03 1.03 1.06 1.06 1.00

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

39.0000 35.5000 33.0000 24.0000 24.0000 19.0000

55 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Elevation m

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Dish Description

Aiming Azimuth ° 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:

10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH

Weight kg 143.79 40.82 113.85 143.79 64.86 77.11 1446.96

Offsetx m

Offsetz m

-3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231

Kz

3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231

AA m2

1.473 1.434 1.404 1.282 1.282 1.199

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

qz kPa

7.2966 0.6596 4.6693 7.2966 2.6264 1.1669

1.00 0.98 0.96 0.87 0.87 0.82

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth °

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CA

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM

HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 1108.24 1108.24 1108.24

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 783.64 1108.24

HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 1040.49 1040.49 1040.49

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 735.73 1040.49

HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 1040.49 1040.49 1040.49

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 735.73 1040.49

10 FT DISH - Elevation 47 - From Leg A FA FS FM Vx kg 1412.31 1412.31 1412.31

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 998.66 1412.31

HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 1070.84 1070.84 1070.84

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 757.20 1070.84

Vz kg -1108.24 -783.64 0.00

Vz kg -1040.49 -735.73 0.00

Vz kg -1040.49 -735.73 0.00

Vz kg -1412.31 -998.66 0.00

Vz kg -1070.84 -757.20 0.00

OTMx

OTMz

kg-m -59081 -41878 -345

kg-m

OTMx

OTMz

kg-m -44713 -31761 -492

kg-m

OTMx

OTMz

kg-m -43728 -30776 492

kg-m

OTMx

OTMz

kg-m -66808 -47366 -429

kg-m

OTMx

OTMz

kg-m -49900 -35159 429

kg-m

345 -41188 -58392

492 -30776 -43728

-492 -31761 -44713

429 -46508 -65950

-429 -36017 -50758

Torque kg-m -2656 -3757 -2656

Torque kg-m -3563 -5038 -3563

Torque kg-m 3563 5038 3563

Torque kg-m -4214 -5959 -4214

Torque kg-m 3195 4519 3195

HP10-105 - Elevation 39 - From Leg C FA FS FM Vx

Vz

OTMx

OTMz

Torque

kg

kg

kg-m

kg-m

kg-m

kg

kg

kg

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.004260 0.004260 0.004260

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

CA

56 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 1015.25 1015.25 1015.25

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 717.89 1015.25

10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 1339.00 1339.00 1339.00

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 946.81 1339.00

P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx kg 117.83 117.83 117.83

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 83.32 117.83

HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 619.40 619.40 619.40

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 437.99 619.40

HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 883.75 883.75 883.75

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 624.90 883.75

6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx kg 419.54 419.54 419.54

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 296.66 419.54

4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx kg 174.37 174.37 174.37

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 123.30 174.37

Vz kg -1015.25 -717.89 0.00

Vz kg -1339.00 -946.81 0.00

Vz kg -117.83 -83.32 0.00

Vz kg -619.40 -437.99 0.00

Vz kg -883.75 -624.90 0.00

Vz kg -419.54 -296.66 0.00

Vz kg -174.37 -123.30 0.00

Dish Totals - No Ice

OTMx

OTMz

kg-m -39053 -27456 542

kg-m

OTMx

OTMz

kg-m -51679 -36384 542

kg-m

OTMx

OTMz

kg-m -4015 -2790 168

kg-m

OTMx

OTMz

kg-m -19945 -13958 496

kg-m

OTMx

OTMz

kg-m -21962 -15750 -753

kg-m

OTMx

OTMz

kg-m -10408 -7459 -339

kg-m

OTMx

OTMz

kg-m -2872 -1901 441

kg-m

-542 -28539 -40136

542 -36384 -51679

-168 -3126 -4351

496 -13958 -19945

-753 -15750 -21962

339 -6780 -9730

-441 -2784 -3754

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m 3824 5408 3824

Torque kg-m -5044 0 5044

Torque kg-m 484 685 484

Torque kg-m -2697 0 2697

Torque kg-m 4625 0 -4625

Torque kg-m -2196 -3105 -2196

Torque kg-m 998 1411 998

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vz

kg

0 45 90

0.00 7241.83 10241.50

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Vx

57 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

kg -10241.50 -7241.83 0.00

OTMx

OTMz

Torque

kg-m -414166 -292639 751

kg-m

kg-m

-182 -293572 -415099

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

-3680 -799 2550

Dish Pressures - Service Elevation m 53.0000 42.5000 42.5000 47.0000 47.0000 39.0000 39.0000 35.5000 33.0000 24.0000 24.0000 19.0000

Dish Description

Aiming Azimuth ° 315.0000 315.0000 135.0000 315.0000 135.0000 135.0000 225.0000 135.0000 225.0000 45.0000 315.0000 135.0000 Sum Weight:

HP10-105 HP10-105 HP10-105 10 FT DISH HP10-105 HP10-105 10 FT DISH P3F-52 HP8-102 HP10-105 6 FT DISH 4 FT DISH

Weight kg 143.79 143.79 143.79 143.79 143.79 143.79 143.79 40.82 113.85 143.79 64.86 77.11 1446.96

Offsetx m

Offsetz m

-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 -3.7666 4.1089 -4.3534 5.2336 -5.2336 5.7231

Kz

-2.3969 -3.4240 3.4240 -2.9837 2.9837 3.7666 3.7666 4.1089 4.3534 -5.2336 -5.2336 5.7231

AA m2

1.608 1.509 1.509 1.553 1.553 1.473 1.473 1.434 1.404 1.282 1.282 1.199

qz kPa

7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 7.2966 0.6596 4.6693 7.2966 2.6264 1.1669

0.27 0.26 0.26 0.26 0.26 0.25 0.25 0.24 0.24 0.22 0.22 0.20

Dish Vectors - Service Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

HP10-105 - Elevation 53 - From Leg A FA FS FM Vx kg 277.06 277.06 277.06

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 195.91 277.06

HP10-105 - Elevation 42.5 - From Leg A FA FS FM Vx kg 260.12 260.12 260.12

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 183.93 260.12

HP10-105 - Elevation 42.5 - From Leg C FA FS FM Vx kg 260.12 260.12 260.12

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 183.93 260.12

10 FT DISH - Elevation 47 - From Leg A

Vz kg -277.06 -195.91 0.00

Vz kg -260.12 -183.93 0.00

Vz kg -260.12 -183.93 0.00

OTMx

OTMz

kg-m -15029 -10728 -345

kg-m

OTMx

OTMz

kg-m -11547 -8310 -492

kg-m

OTMx

OTMz

kg-m -10563 -7325 492

kg-m

345 -10039 -14339

492 -7325 -10563

-492 -8310 -11547

Torque kg-m -664 -939 -664

Torque kg-m -891 -1260 -891

Torque kg-m 891 1260 891

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth ° 0 45 90

Wind Azimuth °

0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA 0.004260 0.004260 0.004260

CA 0.004260 0.004260 0.004260

CA 0.003230 0.003230 0.003230

CA 0.003230 0.003230 0.003230

CA

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS 0.000000 0.000000 0.000000

CS

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

CA

58 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

CM

FA

FS

kg 353.08 353.08 353.08

kg

FM

Vx

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 249.66 353.08

HP10-105 - Elevation 47 - From Leg C FA FS FM Vx kg 267.71 267.71 267.71

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 189.30 267.71

HP10-105 - Elevation 39 - From Leg C FA FS FM Vx kg 253.81 253.81 253.81

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 179.47 253.81

10 FT DISH - Elevation 39 - From Leg D FA FS FM Vx kg 334.75 334.75 334.75

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 236.70 334.75

Vz kg -353.08 -249.66 0.00

Vz kg -267.71 -189.30 0.00

Vz kg -253.81 -179.47 0.00

Vz kg -334.75 -236.70 0.00

OTMx

OTMz

kg-m -17024 -12163 -429

kg-m

OTMx

OTMz

kg-m -12153 -8468 429

kg-m

OTMx

OTMz

kg-m -9357 -6458 542

kg-m

OTMx

OTMz

kg-m -12514 -8690 542

kg-m

429 -11305 -16166

-429 -9326 -13011

-542 -7541 -10440

542 -8690 -12514

P3F-52 - Elevation 35.5 - From Leg C FA FS FM Vx

Vz

OTMx

OTMz

kg 29.46 29.46 29.46

kg -29.46 -20.83 0.00

kg-m

kg-m

Vz

OTMx

OTMz

kg-m -4614 -3118 496

kg-m

OTMx

OTMz

kg-m -6055 -4502 -753

kg-m

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 20.83 29.46

HP8-102 - Elevation 33 - From Leg D FA FS FM Vx kg 154.85 154.85 154.85

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 109.50 154.85

HP10-105 - Elevation 24 - From Leg B FA FS FM Vx kg 220.94 220.94 220.94

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 156.23 220.94

kg -154.85 -109.50 0.00

Vz kg -220.94 -156.23 0.00

-878 -572 168

-168 -907 -1214

496 -3118 -4614

-753 -4502 -6055

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Torque kg-m -1053 -1490 -1053

Torque kg-m 799 1130 799

Torque kg-m 956 1352 956

Torque kg-m -1261 0 1261

Torque kg-m 121 171 121

Torque kg-m -674 0 674

Torque kg-m 1156 0 -1156

6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx

Vz

OTMx

OTMz

Torque

kg

kg

kg-m

kg-m

kg-m

kg

kg

kg

Project

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CA 0.004260 0.004260 0.004260

6 FT DISH - Elevation 24 - From Leg A FA FS FM Vx

0.000000 0.000000 0.000000

CS

kg

kg 104.89 104.89 104.89

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 74.17 104.89

4 FT DISH - Elevation 19 - From Leg C FA FS FM Vx

CM

0.000000 0.000000 0.000000

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

CM

0.000000 0.000000 0.000000

16:58:16 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

CS

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

CA

59 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

0.000000 0.000000 0.000000

kg

kg 43.59 43.59 43.59

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 30.82 43.59

OTMx

OTMz

kg-m -2857 -2119 -339

kg-m

Vz

OTMx

OTMz

kg -43.59 -30.82 0.00

kg-m

kg-m

kg -104.89 -74.17 0.00

Ing. C. Londoño M.

Torque

339 -1441 -2178

-387 -144 441

kg-m -549 -776 -549

Torque

-441 -1027 -1270

kg-m 249 353 249

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -2560.37 -1810.46 0.00

kg-m -102978 -72596 751

kg-m

kg-m

0.00 1810.46 2560.37

-182 -73529 -103911

-920 -200 638

User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 108

Wind Azimuth ° 0 45 90

Offsetx m 0.0000 0.0000 0.0000

Offsetz

F

m 0.0000 0.0000 0.0000

Vx

kg

Vz

kg 0.00 0.00 0.00

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m 0.00 0.00 0.00

kg-m 0 0 0

0 45 90

Vx

Vz

kg

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m 0.00 0.00 0.00

Torque

kg-m 0 0 0

kg-m 0 0 0

0 0 0

User Load Vectors - Service CxMANTENIMIENTO - Elevation 108

kg-m 0 0 0

User Load Totals - No Ice Wind Azimuth °

Torque

0 0 0

Project

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

0 45 90

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offsetz

m 0.0000 0.0000 0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Offsetx

60 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

F

m 0.0000 0.0000 0.0000

Vx

kg

Vz

kg 0.00 0.00 0.00

OTMx

kg

OTMz

kg-m

0.00 0.00 0.00

0 0 0

Designed by

Ing. C. Londoño M.

Torque

kg-m

0.00 0.00 0.00

16:58:16 10/23/13

kg-m 0 0 0

0 0 0

User Load Totals - Service Wind Azimuth °

Vx

Vz

kg

0 45 90

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m 0.00 0.00 0.00

Torque

kg-m

kg-m

0 0 0

0 0 0

0 0 0

Force Totals Load Case

Vertical Forces kg

Leg Weight Bracing Weight Total Member Self-Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service

Sum of Forces X kg

Sum of Forces Z kg

0.00 23006.49 23006.49 28567.21 92.47 26244.50 34985.27

-34985.27 -26244.50 -92.47

23.12 6561.12 8746.32

-8746.32 -6561.12 -23.12

28567.21

Sum of Overturning Moments, Mx kg-m

3116 3116 -1721444 -1301259 -2308 3116 -430810 -325764 -1026

Load Combinations Comb. No. 1 2 3 4 5 6 7

Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service

Sum of Overturning Moments, Mz kg-m

-4782 -4782 -10207 -1309157 -1729342 -4782 -2056 -326794 -431840

Sum of Torques

kg-m

9717 16744 12193 2429 4186 3048

Page

Job

RISATower

Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Maximum Member Forces Section No.

Elevation m

Component Type

Condition

T1

108 - 102

Leg

Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression

Diagonal

Top Girt

Mid Girt

T2

102 - 96

Leg

Diagonal

Top Girt

Mid Girt

T3

96 - 90

61 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Leg

Diagonal

Gov. Load Comb. 3 3 2 2 2 2 2 2 4 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 2 2 2 2 2 2 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3

Force kg 873.14 -1342.58 -315.67 -30.63 179.64 -179.49 650.32 -705.96 27.91 137.01 5.24 -0.29 15.33 -4.91 5.78 -2.66 10.28 -0.00 89.42 -29.20 31.50 -15.51 10.28 -0.00 4210.17 -5033.51 -3418.12 2548.26 119.25 -119.22 1157.98 -1259.83 1138.71 -1241.37 5.43 0.36 220.89 -137.93 43.36 -96.45 -6.94 0.00 419.76 -307.80 58.56 -224.10 10.28 -0.00 9206.08 -10325.59 -6894.78 5767.43 116.37 -116.31 2250.37 -2470.28

Major Axis Moment kg-m 65 -32 -97 -6 -97 -6 0 0 2 2 2 0 0 0 -8 0 0 0 0 0 -8 0 0 0 38 -37 -52 -2 -52 -2 0 0 3 2 3 2 0 0 -5 0 0 0 0 0 -8 0 0 0 32 -50 -68 -5 -68 -5 0 0

Minor Axis Moment kg-m 73 -31 4 96 4 96 0 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 41 -34 1 52 1 52 0 0 0 -1 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 36 -46 4 68 4 68 0 0

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Component Type

Top Girt

Mid Girt

T4

90 - 84

Leg

Diagonal

Top Girt

Mid Girt

T5

84 - 78

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

62 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

Mid Girt

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx

Gov. Load Comb. 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1

Force kg 2215.16 -1855.65 -11.30 -1.01 864.82 -695.41 88.96 -517.45 10.28 -0.00 1581.30 -1306.86 143.22 -979.51 10.28 -0.00 17544.21 -19308.28 -19308.28 -1010.22 -117.01 109.50 2347.10 -2465.54 2311.38 -2449.08 -11.14 -1.08 1357.62 -1139.62 113.84 -857.71 10.28 -0.00 1056.78 -897.69 82.95 -678.33 10.28 -0.00 26813.88 -28932.11 -28897.37 -1388.12 107.56 -109.22 3120.13 -3275.33 3084.68 -3258.89 -11.51 1.18 1473.00 -1269.81 105.69 -962.03 10.28 -0.00 1935.22 -1686.45 129.93

Major Axis Moment kg-m -7 -3 -7 -4 0 0 -8 0 0 0 0 0 -8 0 0 0 -135 165 165 1 165 4 0 0 -6 -3 -6 -4 0 0 -8 0 0 0 0 0 -8 0 0 0 -205 189 206 4 206 2 0 0 -7 -2 -7 -2 0 0 -8 0 0 0 0 0 -10

Minor Axis Moment kg-m -2 2 -2 2 0 0 0 0 0 0 0 0 0 0 0 0 -4 -3 -3 -169 -3 -130 0 0 -1 2 -1 2 0 0 0 0 0 0 0 0 0 0 0 0 -4 -4 -4 -223 -4 -169 0 0 -1 2 -1 2 0 0 0 0 0 0 0 0 0

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T6

78 - 72

Component Type

Leg

Diagonal

Top Girt

Mid Girt

T7

72 - 66

Leg

Diagonal

Top Girt

Mid Girt

T8

66 - 60

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

63 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My

Gov. Load Comb. 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3

Force kg -1280.19 13.56 -0.00 38342.11 -40668.36 38300.73 -1872.93 92.80 -94.35 3547.35 -3648.79 3511.92 -3632.36 -11.73 1.20 1967.30 -1729.11 123.90 -1314.36 10.28 -0.00 2063.74 -1831.85 121.38 -1394.83 10.28 -0.00 51381.83 -53582.11 51339.44 -2543.90 -99.67 99.37 4293.54 -4351.60 4258.32 -4335.19 -12.19 1.22 2433.13 -2173.12 135.75 -1656.74 10.28 -0.00 2774.78 -2492.31 147.27 -1901.10 10.28 -0.00 65359.87 -66537.34 65357.61 -2986.03 -99.18 -246.23 6029.91 -6135.81 -555.11 -193.14

Major Axis Moment kg-m 0 0 0 -225 251 -258 7 222 6 0 0 -7 -1 -7 -1 0 0 -8 0 0 0 0 0 -8 0 0 0 -305 339 -348 9 339 9 0 0 -8 0 -8 0 0 0 -8 0 0 0 0 0 -8 0 0 0 -336 294 -402 35 399 35 0 0 -9 1

Minor Axis Moment kg-m 0 0 0 -5 -4 -5 -264 -4 -210 0 0 -1 2 -1 2 0 0 0 0 0 0 0 0 0 0 0 0 -5 -4 -5 -316 -4 -316 0 0 -1 2 -1 2 0 0 0 0 0 0 0 0 0 0 0 0 -9 -5 8 -513 -3 -513 0 0 0 2

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Component Type

Top Girt

Mid Girt

T9

60 - 57

Leg

Diagonal

Top Girt

T10

57 - 54

Leg

Diagonal

Horizontal

T11

54 - 49

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

64 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy

Gov. Load Comb. 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 3 3 3 3 3 4 3 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 4 4 4

Force kg 12.66 -1.13 3236.94 -2939.00 162.54 -2255.63 10.28 -0.00 4478.93 -3972.28 209.72 -2974.70 13.56 -0.00 59577.86 -61745.54 -61745.54 -4104.65 -294.97 269.94 8456.49 -8162.38 -4656.43 8456.49 -10.35 2.34 888.18 -1222.45 625.10 -1222.29 13.49 -1.32 59466.97 -61717.43 -61678.92 -4107.78 597.95 -257.25 8094.09 -7460.22 -2282.25 8094.09 -14.31 -2.67 4578.03 -768.47 4578.01 355.20 -11.69 168.52 52746.22 -53518.52 52746.22 -3744.82 -478.18 474.76 6975.04 -7840.70 -2652.25 6920.42 -19.03

Major Axis Moment kg-m -9 1 0 0 -8 0 0 0 0 0 -10 0 0 0 -972 1076 1076 146 1076 146 0 0 9 0 0 0 0 0 -10 0 0 0 420 -498 1076 146 1076 146 0 0 13 0 0 0 0 3 7 1 7 0 -1116 1072 -1116 79 1072 -79 0 0 26 0 0

Minor Axis Moment kg-m 0 2 0 0 0 0 0 0 0 0 0 0 0 0 -28 -24 -24 -565 -24 -565 0 0 0 -2 0 0 0 0 0 1 0 0 88 87 -24 -565 -24 -565 0 0 0 -2 0 0 0 10 136 301 136 0 63 65 63 672 65 239 0 0 0 -7 0

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

Component Type

Top Girt

T12

49 - 44

Leg

Diagonal

Horizontal

Inner Bracing

T13

44 - 39

Leg

Diagonal

Top Girt

T14

39 - 34

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

65 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx

Gov. Load Comb. 4 4 4 4 3 4 3 3 3 3 3 3 3 2 2 4 4 4 4 4 2 4 4 4 4 3 3 1 3 1 3 3 3 3 3 3 3 4 2 4 3 4 3 4 4 4 4 4 4 3 3 3 3 3 3 4 3 4 4 4 4

Force kg 4.97 5982.63 -5924.44 5982.63 -4886.02 -18.77 -1.84 52601.05 -53572.85 52552.58 -3755.64 -696.82 546.82 7420.88 -8603.44 -392.42 7239.20 -27.76 5.38 921.24 -1010.08 -242.86 834.86 -14.75 7.08 338.22 -390.36 -17.89 337.37 12.48 -0.07 54681.73 -58740.15 -58740.15 -3225.15 -442.83 -571.98 6029.92 -6938.16 866.53 3700.14 -33.59 -6.42 7575.83 -6624.62 7575.83 456.54 33.37 -3.27 54424.10 -58716.97 -58659.99 -3541.56 400.14 241.30 6817.52 -8675.81 2697.46 6817.52 -44.19 7.05

Major Axis Moment kg-m 0 0 0 -20 0 0 0 -76 39 -1116 79 -1116 79 0 0 41 0 0 0 7 7 8 7 8 7 0 0 -11 0 0 0 -791 831 831 -48 831 -48 0 0 49 0 0 0 0 0 -51 0 0 0 220 -388 831 -87 831 -87 0 0 71 0 0 0

Minor Axis Moment kg-m 0 0 0 0 2 0 0 -2 -3 63 672 63 672 0 0 0 -8 0 0 -15 -15 13 -15 13 -15 0 0 0 0 0 0 -18 -15 -15 -556 -15 -556 0 0 0 -9 0 0 0 0 0 5 0 0 -43 -43 -15 -415 -15 -415 0 0 0 -11 0 0

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

34 - 29

Condition

Horizontal

Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension

Leg

Diagonal

Top Girt

T16

29 - 24

Leg

Diagonal

Horizontal

T17

24 - 19

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Inner Bracing

T15

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

66 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

Gov. Load Comb. 4 4 2 4 2 4 1 4 1 3 1 3 3 3 3 3 3 3 3 4 4 2 4 2 4 2 4 3 4 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 2 4 4 7 4 7 2

Force kg 1438.85 -1516.51 -222.39 1438.85 -24.34 6.22 0.00 -46.77 -25.76 -42.36 -27.49 0.11 62726.94 -74315.38 -74315.38 -6250.83 -477.69 -376.80 8208.82 -3103.80 3433.21 7057.95 -44.19 7.25 4451.39 -4395.41 4451.39 -4038.31 44.02 -4.30 62612.75 -74307.49 -74254.40 -6368.94 474.42 251.30 7975.57 -3711.24 3562.22 -463.48 -54.77 8.56 5704.18 -547.40 241.66 307.13 31.05 48.85 69340.07 -82456.11 -82456.11 -6800.00 -472.25 -273.83 9614.13 -3229.32 3647.27 900.70 36.90 -4.92 624.25

Major Axis Moment kg-m 17 17 18 17 18 17 0 0 -35 0 0 0 221 1027 1027 -87 1027 -87 0 0 71 0 0 0 0 0 -89 0 0 0 221 -515 1027 -139 1027 -139 0 0 97 0 0 0 28 28 29 28 29 0 -567 850 850 -139 850 -139 0 0 -66 0 0 0 0

Minor Axis Moment kg-m -15 -15 11 -15 11 -15 0 0 0 0 0 0 -43 -13 -13 -416 -13 -416 0 0 0 -12 0 0 0 0 0 9 0 0 -28 -28 -13 -395 -13 -395 0 0 0 -15 0 0 -19 76 210 211 210 0 -18 -16 -16 -395 -16 -395 0 0 0 9 0 0 0

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

T18

19 - 14

Client

Component Type

Leg

Diagonal

Horizontal

T19

14 - 7

Leg

Diagonal

Top Girt

T20

7-0

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

67 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Horizontal

Inner Bracing

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression

Gov. Load Comb. 3 1 3 1 3 3 3 3 3 3 3 2 4 4 4 4 4 2 2 4 4 4 4 3 3 3 3 3 3 3 3 4 4 4 4 1 4 1 1 1 1 3 3 3 3 3 3 3 3 4 4 4 4 2 2 2 4 2 4 1 2

Force kg -2958.33 -177.83 -2958.12 73.64 7.21 69232.44 -82499.73 -82437.58 -6926.32 341.35 -230.08 8492.92 -3925.17 3919.06 -300.03 44.04 -6.39 8412.51 -635.09 120.48 205.59 37.61 34.58 67305.34 -78781.11 -78781.11 -6085.75 -277.42 328.49 6679.81 -7678.67 -4017.15 -4017.15 43.28 -14.51 0.00 -2234.07 -456.51 -456.51 86.48 -18.38 67191.52 -78869.82 -78707.16 -6173.63 319.92 -376.58 5830.53 -8001.89 -6602.15 -7125.63 64.70 17.76 571.09 -694.98 35.64 541.80 67.59 21.08 0.00 -141.06

Major Axis Moment kg-m 0 -185 0 0 0 -204 85 850 134 850 134 0 0 -86 0 0 0 0 41 42 42 42 0 -521 539 539 1 539 1 0 0 -101 0 0 0 0 0 -259 0 0 0 0 0 539 -2 539 -2 0 0 -186 0 0 0 101 0 102 101 102 101 0 0

Minor Axis Moment kg-m 0 0 18 0 0 -11 -12 -16 -178 -16 -178 0 0 0 13 0 0 0 68 174 174 174 0 -53 -50 -50 -622 -50 -622 0 0 0 34 0 0 0 0 0 55 0 0 0 0 -51 -622 -51 -622 0 0 0 -51 0 0 -71 0 28 -72 28 -72 0 0

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:58:16 10/23/13

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation m

68 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Condition

Max. Mx Max. My Max. Vy Max. Vx

Gov. Load Comb. 1 3 1 3

Force kg -84.20 -70.82 -57.91 0.03

Major Axis Moment kg-m -153 0 0 0

Ing. C. Londoño M.

Minor Axis Moment kg-m 0 0 0 0

Maximum Reactions Location

Condition

Leg D

Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z

Leg C

Leg B

Leg A

Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4 4 4

Vertical kg

Horizontal, X kg

Horizontal, Z kg

7095.39 7095.39 -65857.03 -65857.03 -65857.03 7095.39 55389.85 -40653.10 -40653.10 -40653.10 55389.85 55389.85 79986.19 7188.22 79986.19 7188.22 79986.19 7188.22 54934.11 54934.11 54934.11 -41103.04 -41103.04 -41103.04

2128.21 2128.21 -15296.74 -15296.74 -15296.74 2128.21 -10929.00 11822.73 11822.73 11822.73 -10929.00 -10929.00 -19142.09 -2079.42 -19142.09 -2079.42 -19142.09 -2079.42 16311.27 16311.27 16311.27 -6522.66 -6522.66 -6522.66

-2067.43 -2067.43 14889.09 14889.09 14889.09 -2067.43 -16069.46 6762.47 6762.47 6762.47 -16069.46 -16069.46 19669.78 2140.21 19669.78 2140.21 19669.78 2140.21 10564.39 10564.39 10564.39 -12144.90 -12144.90 -12144.90

Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service

Vertical kg 28567.21 28566.46 28561.25 28565.63 28567.20 28567.21 28567.20

Shearx

Shearz

kg

kg

-0.03 92.47 26231.45 34984.23 23.12 6561.00 8746.32

-0.02 -34976.95 -26231.30 -92.46 -8746.34 -6561.00 -23.12

Overturning Moment, Mx kg-m 3113 -1726031 -1304958 -2292 -429218 -323876 1765

Solution Summary

Overturning Moment, Mz kg-m -4780 -10240 -1312928 -1734339 -6150 -331789 -437131

Torque kg-m 0 9731 16761 12197 2433 4191 3050

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

PX kg -0.00 92.47 26244.50 34985.27 23.12 6561.12 8746.32

69 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Load Comb. 1 2 3 4 5 6 7

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Sum of Applied Forces PY kg -28567.21 -28567.21 -28567.21 -28567.21 -28567.21 -28567.21 -28567.21

PZ kg 0.00 -34985.27 -26244.50 -92.47 -8746.32 -6561.12 -23.12

PX kg 0.03 -92.47 -26231.45 -34984.23 -23.12 -6561.00 -8746.32

Sum of Reactions PY kg 28567.21 28566.46 28561.25 28565.63 28567.20 28567.21 28567.20

PZ kg 0.02 34976.95 26231.30 92.46 8746.34 6561.00 23.12

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

% Error 0.000% 0.018% 0.042% 0.004% 0.000% 0.001% 0.000%

Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7

Converged? Yes No No No Yes Yes Yes

Number of Cycles 9 200 200 200 14 13 14

Displacement Tolerance 0.00000001 0.03498790 0.03263807 0.02987084 0.00000001 0.00000001 0.00000001

Force Tolerance 0.00006897 0.00000000 0.00000000 0.00000000 0.00003326 0.00008280 0.00003358

Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Elevation m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0

Horz. Deflection mm 218.69 193.05 167.54 143.08 119.81 97.86 77.73 59.92 45.19 39.39 34.89 27.48 21.95 16.43 12.24 8.16 5.35 2.52 0.79 0.37

Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

Tilt

Twist

° 0.2438 0.2428 0.2370 0.2238 0.2133 0.1971 0.1774 0.1511 0.1174 0.1027 0.0879 0.0753 0.0624 0.0533 0.0447 0.0375 0.0291 0.0225 0.0151 0.0073

° 0.0105 0.0102 0.0095 0.0091 0.0085 0.0077 0.0067 0.0054 0.0040 0.0033 0.0026 0.0024 0.0026 0.0028 0.0021 0.0016 0.0013 0.0011 0.0007 0.0004

Critical Deflections and Radius of Curvature - Service Wind

Page

Job

RISATower

Project

I . P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation

Appurtenance

m 108.0000 107.0000 106.5000 106.0000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000

AT15-250 AT15-250 2 ANT TV 0.30x2.0m AT15-250 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH

Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

Deflection

Tilt

Twist

mm 218.69 214.42 212.28 210.15 199.47 182.35 169.63 147.07 135.19 119.81 108.64 87.54 76.15 64.12 54.62 43.10 37.81 34.89 33.38 31.84 25.12 20.26 16.43 13.44 12.24 11.40 9.69 5.35 2.52

° 0.2438 0.2437 0.2437 0.2436 0.2432 0.2414 0.2379 0.2260 0.2203 0.2133 0.2059 0.1877 0.1756 0.1586 0.1399 0.1124 0.0975 0.0879 0.0844 0.0817 0.0703 0.0592 0.0533 0.0471 0.0447 0.0432 0.0404 0.0291 0.0225

° 0.0105 0.0105 0.0105 0.0104 0.0103 0.0099 0.0096 0.0092 0.0090 0.0085 0.0082 0.0073 0.0066 0.0058 0.0049 0.0038 0.0030 0.0026 0.0025 0.0024 0.0025 0.0027 0.0028 0.0023 0.0021 0.0019 0.0017 0.0013 0.0011

Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20

Elevation m 108 - 102 102 - 96 96 - 90 90 - 84 84 - 78 78 - 72 72 - 66 66 - 60 60 - 57 57 - 54 54 - 49 49 - 44 44 - 39 39 - 34 34 - 29 29 - 24 24 - 19 19 - 14 14 - 7 7-0

70 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Horz. Deflection mm 879.48 776.40 673.83 575.49 481.93 393.69 312.74 241.15 181.86 158.51 140.44 110.68 88.40 66.15 49.23 32.75 21.49 10.11 3.16 1.46

Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Tilt

Twist

° 0.9802 0.9760 0.9531 0.9000 0.8577 0.7925 0.7135 0.6077 0.4727 0.4138 0.3533 0.3029 0.2512 0.2151 0.1809 0.1519 0.1175 0.0910 0.0607 0.0289

° 0.0424 0.0408 0.0384 0.0367 0.0343 0.0312 0.0271 0.0219 0.0161 0.0131 0.0104 0.0098 0.0104 0.0114 0.0083 0.0065 0.0052 0.0044 0.0029 0.0016

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Radius of Curvature m Inf Inf Inf Inf 345012 76167 30367 30693 30701 28633 23395 17466 15347 12696 10708 6938 9033 23704 32034 80593 15790 83054 11021 Inf 33446 63925 24371 34294 18087

RISATower I . P. DOLMEN S.A.

71 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

16:58:16 10/23/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 108.0000 107.0000 106.5000 106.0000 103.5000 99.5000 96.5000 91.0000 88.0000 84.0000 81.0000 75.0000 71.5000 67.5000 64.0000 59.0000 56.0000 54.0000 53.0000 52.0000 47.0000 42.5000 39.0000 35.5000 34.0000 33.0000 31.0000 24.0000 19.0000

AT15-250 AT15-250 2 ANT TV 0.30x2.0m AT15-250 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x2.0m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m HP10-105 2 ANT TV 0.30x1.20m 10 FT DISH HP10-105 HP10-105 P3F-52 2 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m HP10-105 4 FT DISH

Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

Deflection

Tilt

Twist

mm 879.48 862.32 853.73 845.15 802.20 733.39 682.25 591.54 543.78 481.93 437.04 352.18 306.38 258.02 219.84 173.45 152.16 140.44 134.39 128.21 101.18 81.61 66.15 54.09 49.23 45.83 38.96 21.49 10.11

° 0.9802 0.9799 0.9797 0.9795 0.9779 0.9704 0.9565 0.9086 0.8856 0.8577 0.8280 0.7548 0.7061 0.6381 0.5628 0.4529 0.3926 0.3533 0.3389 0.3280 0.2828 0.2387 0.2151 0.1907 0.1809 0.1749 0.1637 0.1175 0.0910

° 0.0424 0.0422 0.0420 0.0419 0.0413 0.0398 0.0386 0.0370 0.0360 0.0343 0.0329 0.0292 0.0267 0.0233 0.0200 0.0151 0.0121 0.0104 0.0099 0.0097 0.0099 0.0109 0.0114 0.0093 0.0083 0.0077 0.0070 0.0052 0.0044

Radius of Curvature m 245700 245700 245700 187226 83212 19041 7554 7631 7633 7120 5818 4350 3825 3157 2676 1723 2204 5866 7815 21256 3953 20800 2760 319483 8304 16088 5956 8463 4469

Bolt Design Data Section No.

Elevation

Component Type

Bolt Grade

Leg

A394T0

16

4

Maximum Load per Bolt kg 194.84

Diagonal

A394T0

16

2

352.98

3699.61

Top Girt

A394T0

16

2

7.67

3699.61

Mid Girt

A394T0

16

2

44.71

3699.61

Leg

A394T0

16

8

727.93

5528.16

m T1

T2

T3

108

102

96

Bolt Size mm

Number Of Bolts

Allowable Load kg 5528.16

Diagonal

A394T0

16

2

629.91

3699.61

Top Girt

A394T0

16

2

110.44

2466.41

Mid Girt

A394T0

16

2

209.88

3699.61

Leg

A394T0

16

8

1845.82

5528.16

Diagonal

A394T0

16

2

1235.14

7399.23

Ratio Load Allowable 0.035 0.095 0.002 0.012 0.132 0.170 0.045 0.057 0.334 0.167

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

RISATower I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Section No.

Elevation

Component Type

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

90

84

78

72

66

60

57

54

49

44

39

72 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

m

T4

Page

Job

Bolt Size mm

Number Of Bolts 2

Maximum Load per Bolt kg 432.41

Allowable Load kg

Top Girt

A394T0

16

3699.61

Mid Girt

A394T0

16

2

790.65

3699.61

Leg

A394T0

16

12

2541.83

9979.03

Diagonal

A394T0

16

2

1232.77

7399.23

Top Girt

A394T0

16

2

678.81

3699.61

Mid Girt

A394T0

16

2

528.39

3699.61

Leg

A394T0

16

12

3983.79

9979.03

Diagonal

A394T0

16

2

1637.66

7399.23

Top Girt

A394T0

16

2

736.50

3699.61

Mid Girt

A394T0

16

2

967.61

4932.82

Leg

A394T0

16

16

4360.23

9979.03

Diagonal

A394T0

16

2

1824.40

7399.23

Top Girt

A394T0

16

2

983.65

3699.61

Mid Girt

A394T0

16

2

1031.87

3699.61

Leg

A394T0

16

16

5865.68

9979.03

Diagonal

A394T0

16

2

2175.80

7399.23

Top Girt

A394T0

16

2

1216.57

3699.61

Mid Girt

A394T0

16

2

1387.39

3699.61

Leg

A394T0

16

12

10077.15

9979.03

Diagonal

A394T0

16

3

2045.27

7399.23

Top Girt

A394T0

16

2

1618.47

3699.61

Mid Girt

A394T0

16

2

2239.46

4932.82

Leg

A394T0

19

12

10290.92

9979.03

Diagonal

A394T0

16

3

2818.83

7399.23

Top Girt

A394T0

16

3

407.48

4932.82

Leg

A394T0

19

16

7714.70

9979.03

Diagonal

A394T0

16

2

4047.05

7399.23

Horizontal

A394T0

16

3

1526.01

4932.82

Leg

A394T0

19

16

6689.81

9979.03

Diagonal

A394T0

16

2

3920.35

9865.64

Top Girt

A394T0

16

2

2991.32

4932.82

Leg

A394T0

19

16

6696.61

9979.03

Diagonal

A394T0

16

2

4301.72

9865.64

Horizontal

A394T0

16

2

505.04

4932.82

Leg

A394T0

19

16

7342.53

9979.03

Diagonal

A394T0

16

2

3469.08

9865.64

Top Girt

A394T0

16

2

3787.91

4932.82

Leg

A394T0

19

16

7339.63

9979.03

Diagonal

A394T0

16

2

4337.90

9865.64

Horizontal

A394T0

16

2

758.25

4932.82

Ratio Load Allowable 0.117 0.214 0.255 0.167 0.183 0.143 0.399 0.221 0.199 0.196 0.437 0.247 0.266 0.279 0.588 0.294 0.329 0.375 1.010 0.276 0.437 0.454 1.031 0.381 0.083 0.773 0.547 0.309 0.670 0.397 0.606 0.671 0.436 0.102 0.736 0.352 0.768 0.736 0.440 0.154

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

Project

BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Bolt Grade

m T15

T16

T17

T18

T19

T20

34

29

24

19

14

7

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation

73 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

A394T0

Bolt Size mm

Number Of Bolts

19

16

Maximum Load per Bolt kg 9289.44

Allowable Load kg 9979.03

Diagonal

A394T0

16

2

4104.41

9865.64

Top Girt

A394T0

16

2

2225.70

4932.82

Leg

A394T0

19

16

9288.44

9979.03

Diagonal

A394T0

16

3

2658.52

9865.64

Horizontal

A394T0

16

3

1901.39

4932.82

Leg

A394T0

19

16

10307.03

9979.03

Diagonal

A394T0

16

3

3204.71

4932.82

Top Girt

A394T0

16

2

1479.17

4932.82

Leg

A394T0

19

16

10312.47

9979.03

Diagonal

A394T0

16

3

2830.97

4932.82

Horizontal

A394T0

16

3

2804.17

4932.82

Leg

A394T0

19

16

9847.63

9979.03

Diagonal

A394T0

16

3

2559.56

4932.82

Top Girt

A394T0

16

2

1117.03

4932.82

Leg

A394T0

19

16

9858.74

9979.03

Diagonal

A394T0

16

3

2667.30

4932.82

Horizontal

A394T0

16

3

231.66

4932.82

Ratio Load Allowable 0.931 0.416 0.451 0.931 0.269 0.385 1.033 0.650 0.300 1.033 0.574 0.568 0.987 0.519 0.226 0.988 0.541 0.047

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

Compression Checks Leg Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 108 - 102

L102x102x6

m 6.0000

m 3.0000

T2

102 - 96

L102x102x6

6.0000

3.0000

T3

96 - 90

L102x102x6

6.0000

T4

90 - 84

L106x6+L102x10

T5

84 - 78

T6

Kl/r

Fa

A mm2 1252

Actual P kg -1342.58

Allow. Pa kg 15727.46

Ratio P Pa 0.085

kPa 123228

74.3 K=0.50

123228

1252

-5033.52

15727.46

0.320

3.0000

74.3 K=0.50

123228

1252

-10325.58

15727.46

0.657

6.0000

3.0000

74.3 K=0.50

138798

3097

-19308.30

43830.19

0.441

L106x6+L102x10

6.0000

3.0000

74.3 K=0.50

138798

3097

-28936.80

43830.19

0.660

78 - 72

L102x10+L102x10

6.0000

3.0000

74.9 K=0.50

137925

3690

-40673.59

51902.32

0.784

T7

72 - 66

L102x10+L102x10

6.0000

3.0000

74.9 K=0.50

137925

3690

-53581.97

51902.32

1.032

T8

66 - 60

L102x10+L102x10

6.0000

3.0000

74.9

137925

3690

-66537.48

51902.32

1.282

74.3 K=0.50

RISATower I . P. DOLMEN S.A.

Section No.

Elevation

74 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=0.50 T9

60 - 57

L102x10+L102x10

3.0286

3.0286

49.9 K=0.33

167963

3690

-61745.73

63205.85

0.977

T10

57 - 54

L102x10+L102x10

3.0286

3.0286

49.9 K=0.33

167963

3690

-61717.61

63205.85

0.976

T11

54 - 49

L127x10+L102x10

5.0476

5.0476

66.2 K=0.33

149090

4174

-53518.47

63460.31

0.843

T12

49 - 44

L127x10+L102x10

5.0476

5.0476

66.2 K=0.33

149090

4174

-53572.90

63460.31

0.844

T13

44 - 39

L127x10+L102x10

5.0477

5.0477

66.2 K=0.33

149089

4174

-58740.23

63459.40

0.926

T14

39 - 34

L152x10+L102x10

5.0476

5.0476

55.1 K=0.33

162267

4658

-58717.10

77075.34

0.762

T15

34 - 29

L152x10+L102x10

5.0476

5.0476

55.1 K=0.33

162267

4658

-74315.23

77075.34

0.964

T16

29 - 24

L152x10+L102x10

5.0476

5.0476

55.1 K=0.33

162267

4658

-74307.52

77075.34

0.964

T17

24 - 19

L152x10+L102x10

5.0477

5.0477

55.1 K=0.33

162266

4658

-82456.31

77074.89

1.070

T18

19 - 14

L152x10+L102x10

5.0476

5.0476

55.1 K=0.33

162267

4658

-82499.86

77075.34

1.070

T19

14 - 7

L152x13+L102x10

7.3093

7.3093

61.0 K=0.25

155488

5555

-78781.31

88074.06

0.894

T20

7-0

L152x13+L102x10

7.3093

7.3093

61.0 K=0.25

155488

5555

-78869.76

88074.06

0.895

Allow. Pa kg 1154.77

Ratio P Pa 0.611

Diagonal Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 24550

mm 461

Actual P kg -705.96

204.8 K=1.00

24550

461

-1259.83

1154.77

1.091

2.0495

130.8 K=1.00

60203

923

-2470.28

5663.74

0.436

4.2426

2.0492

130.8 K=1.00

60220

923

-2465.54

5665.33

0.435

2L51x51x5

4.2426

2.0492

130.8 K=1.00

60220

923

-3275.33

5665.33

0.578

78 - 72

2L51x51x5

4.2426

2.0492

130.8 K=1.00

60220

923

-3648.79

5665.33

0.644

T7

72 - 66

2L51x51x5

4.2426

2.0492

130.8 K=1.00

60220

923

-4351.60

5665.33

0.768

T8

66 - 60

2L51x51x5

4.2426

2.0492

130.8 K=1.00

60220

923

-6135.79

5665.33

1.083

T9

60 - 57

2L64x64x5

3.3669

3.2546

110.3

80154

1161

-8162.40

9491.65

0.860

T1

m 108 - 102

L51x51x5

m 4.2426

m 2.0495

T2

102 - 96

KL/R > 200 (C) - 16 L51x51x5

4.2426

2.0495

T3

96 - 90

KL/R > 200 (C) - 44 2L51x51x5

4.2426

T4

90 - 84

2L51x51x5

T5

84 - 78

T6

Kl/r

204.8 K=1.00

Fa

A 2

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

75 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=0.67 T10

57 - 54

2L64x64x5

3.6663

3.5776

121.3 K=0.67

69608

1161

-7460.24

8242.91

0.905

T11

54 - 49

2L64x64x6

5.4401

5.3107

89.7 K=0.33

98165

1535

-7840.71

15370.21

0.510

T12

49 - 44

2L64x64x6

5.8850

5.7646

97.4 K=0.33

91736

1535

-8603.43

14363.64

0.599

T13

44 - 39

2L76x76x6

5.8851

5.7647

80.5 K=0.33

105461

1858

-6938.15

19981.79

0.347

T14

39 - 34

2L76x76x6

6.4490

6.3286

88.4 K=0.33

99233

1858

-8675.82

18801.73

0.461

T15

34 - 29

2L76x76x6

6.4490

6.3286

179.5 K=0.67

31955

1858

-3103.80

6054.46

0.513

T16

29 - 24

2L76x76x6

7.1031

6.9962

198.4 K=0.67

26148

1858

-3711.24

4954.23

0.749

T17

24 - 19

L102x102x6

7.1032

6.9962

147.6 K=0.67

47237

1252

-3229.32

6028.88

0.536

T18

19 - 14

L102x102x6

7.8255

7.7268

163.1 K=0.67

38727

1252

-3925.17

4942.71

0.794

T19

14 - 7

L102x102x6

9.3388

9.2240

145.3 K=0.50

48796

1252

-7678.69

6227.78

1.233

T20

7-0

L102x102x6

11.4788

11.3827

140.9 K=0.25

51845

1252

-8001.87

6616.87

1.209

Allow. Pa kg 4129.04

Ratio P Pa 0.186

Horizontal Design Data (Compression) Section No.

Elevation

Size

L

Lu

T10

m 57 - 54

L64x64x6

m 3.5870

m 1.7425

T12

49 - 44

L64x64x6

5.1520

2.5125

T14

39 - 34

L76x76x6

7.1090

T16

29 - 24

L76x76x6

T18

19 - 14

T20

7-0

Kl/r

Fa

A

kPa 52742

mm2 768

Actual P kg -768.47

100.7 K=0.50

88840

768

-1010.08

6955.07

0.145

3.4910

116.1 K=0.50

74720

929

-1516.50

7078.54

0.214

9.0650

4.4565

148.2 K=0.50

46887

929

-547.40

4441.84

0.123

L76x76x6

11.0220

5.4350

180.7 K=0.50

31524

929

-635.09

2986.42

0.213

L102x102x6

14.9750

7.4113

58.7 K=0.16

117550

1252

-694.99

15002.80

0.046

Actual P kg

Allow. Pa kg

Ratio P Pa

139.7 K=1.00

Top Girt Design Data (Compression) Section No.

Elevation m

Size

L

Lu

m

m

Kl/r

Fa

A

kPa

mm2

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

76 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

T1

m 108 - 102

L64x64x5

m 3.0000

m 2.8984

T2

102 - 96

L64x64x3

3.0000

2.8984

T3

96 - 90

L64x64x5

3.0000

T4

90 - 84

L64x64x5

T5

84 - 78

T6

Kl/r

Fa

A

kPa 47861

144.9 K=1.00

2.8984

3.0000

L64x64x5

78 - 72

T7

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

mm2 582

Actual P kg -4.91

Allow. Pa kg 2840.10

Ratio P Pa 0.002

49027

393

-137.93

1965.48

0.070

146.7 K=1.00

47861

582

-695.42

2840.10

0.245

2.8984

146.7 K=1.00

47861

582

-1139.61

2840.10

0.401

3.0000

2.8980

146.7 K=1.00

47874

582

-1269.81

2840.88

0.447

L64x64x5

3.0000

2.8980

146.7 K=1.00

47874

582

-1729.11

2840.88

0.609

72 - 66

L64x64x5

3.0000

2.8980

146.7 K=1.00

47874

582

-2173.13

2840.88

0.765

T8

66 - 60

L64x64x5

3.0000

2.8980

146.7 K=1.00

47874

582

-2939.00

2840.88

1.035

T9

60 - 57

L64x64x6

3.0000

2.8980

148.4 K=1.00

46773

768

-1222.45

3661.74

0.334

T11

54 - 49

L64x64x6

4.1740

4.0720

104.2 K=0.50

85733

768

-5924.42

6711.81

0.883

T13

44 - 39

L76x76x6

6.1300

6.0030

127.1 K=0.50

63772

929

-6624.63

6041.40

1.097

T15

34 - 29

L76x76x6

8.0870

7.9350

131.9 K=0.25

59157

929

-4395.41

5604.23

0.784

T17

24 - 19

L102x102x6

10.0430

9.8910

155.8 K=0.50

42436

1252

-2958.33

5416.08

0.546

T19

14 - 7

L102x102x6

12.0000

11.8480

186.6 K=0.50

29575

1252

-2234.07

3774.65

0.592

Allow. Pa kg 2840.10

Ratio P Pa 0.010

146.7 K=1.00

Mid Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 108 - 102

L64x64x5

m 3.0000

m 2.8984

T2

102 - 96

L64x64x5

3.0000

2.8984

T3

96 - 90

L64x64x5

3.0000

T4

90 - 84

L64x64x5

T5

84 - 78

T6

Kl/r

Fa

A

kPa 47861

mm2 582

Actual P kg -29.20

146.7 K=1.00

47861

582

-307.80

2840.10

0.108

2.8984

146.7 K=1.00

47861

582

-1306.86

2840.10

0.460

3.0000

2.8980

146.7 K=1.00

47874

582

-897.69

2840.88

0.316

L64x64x6

3.0000

2.8980

148.4 K=1.00

46773

768

-1686.44

3661.74

0.461

78 - 72

L64x64x5

3.0000

2.8980

146.7 K=1.00

47874

582

-1831.85

2840.88

0.645

T7

72 - 66

L64x64x5

3.0000

2.8980

146.7 K=1.00

47874

582

-2492.31

2840.88

0.877

T8

66 - 60

L64x64x6

3.0000

2.8980

148.4 K=1.00

46773

768

-3972.28

3661.74

1.085

146.7 K=1.00

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

77 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

mm2

Actual P kg

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Allow. Pa kg

Ratio P Pa

Allow. Pa kg 1797.75

Ratio P Pa 0.217

Inner Bracing Design Data (Compression) Section No.

Elevation

Size

L

Lu

T12

m 49 - 44

L64x64x5

m 3.6430

m 3.6430

T14

39 - 34

L76x76x6

5.0268

5.0268

T20

7-0

L76x76x6

10.5889

10.5889

Kl/r

Fa

A

kPa 30295

mm2 582

Actual P kg -390.36

212.8 K=1.00

22736

929

-46.77

2153.90

0.022

448.3 K=1.00

5124

929

-141.06

485.41

0.291

Allow. Pa kg 23070.85

Ratio P Pa 0.038

184.4 K=1.00

KL/R > 250 (C) - 427

Tension Checks Leg Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 3.0000

94.5

kPa 224080

mm2 1010

Actual P kg 873.14

T1

m 108 - 102

L102x102x6

m 6.0000

T2

102 - 96

L102x102x6

6.0000

3.0000

94.5

224080

1010

4210.16

23070.85

0.182

T3

96 - 90

L102x102x6

6.0000

3.0000

94.5

224080

1010

9206.07

23070.85

0.399

T4

90 - 84

L106x6+L102x10

6.0000

3.0000

148.6

206843

3097

17544.23

65317.32

0.269

T5

84 - 78

L106x6+L102x10

6.0000

3.0000

148.6

206843

3097

26774.48

65317.32

0.410

T6

78 - 72

L102x10+L102x10

6.0000

3.0000

149.9

206843

3690

38302.62

77836.47

0.492

T7

72 - 66

L102x10+L102x10

6.0000

3.0000

149.9

206843

3690

51382.05

77836.47

0.660

T8

66 - 60

L102x10+L102x10

6.0000

3.0000

149.9

206843

3690

65359.96

77836.47

0.840

T9

60 - 57

L102x10+L102x10

3.0286

3.0286

151.3

206843

3690

59578.01

77836.47

0.765

T10

57 - 54

L102x10+L102x10

3.0286

3.0286

151.3

206843

3690

59466.88

77836.47

0.764

T11

54 - 49

L127x10+L102x10

5.0476

5.0476

200.7

206843

4174

52746.00

88042.30

0.599

T12

49 - 44

L127x10+L102x10

5.0476

5.0476

200.7

206843

4174

52600.85

88042.30

0.597

T13

44 - 39

L127x10+L102x10

5.0477

5.0477

200.7

206843

4174

54681.94

88042.30

0.621

RISATower I . P. DOLMEN S.A.

Section No.

Elevation

78 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T14

39 - 34

L152x10+L102x10

5.0476

5.0476

167.0

206843

4658

54424.30

98248.14

0.554

T15

34 - 29

L152x10+L102x10

5.0476

5.0476

167.0

206843

4658

62726.85

98248.14

0.638

T16

29 - 24

L152x10+L102x10

5.0476

5.0476

167.0

206843

4658

62612.55

98248.14

0.637

T17

24 - 19

L152x10+L102x10

5.0477

5.0477

167.0

206843

4658

69340.23

98248.14

0.706

T18

19 - 14

L152x10+L102x10

5.0476

5.0476

167.0

206843

4658

69232.28

98248.14

0.705

T19

14 - 7

L152x13+L102x10

7.3093

7.3093

243.9

206843

5555

67305.42

117162.94

0.574

T20

7-0

L152x13+L102x10

7.3093

7.3093

243.9

206843

5555

67191.56

117162.94

0.573

Allow. Pa kg 7005.28

Ratio P Pa 0.093

Diagonal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 2.0495

130.8

kPa 148927

mm2 461

Actual P kg 650.32

T1

m 108 - 102

L51x51x5

m 4.2426

T2

102 - 96

L51x51x5

4.2426

2.0495

130.8

148927

461

1157.98

7005.28

0.165

T3

96 - 90

2L51x51x5

4.2426

2.0495

130.8

148927

923

2250.38

14010.57

0.161

T4

90 - 84

2L51x51x5

4.2426

2.0492

130.8

148927

923

2347.10

14010.57

0.168

T5

84 - 78

2L51x51x5

4.2426

2.0492

130.8

148927

923

3120.13

14010.57

0.223

T6

78 - 72

2L51x51x5

4.2426

2.0492

130.8

148927

923

3547.35

14010.57

0.253

T7

72 - 66

2L51x51x5

4.2426

2.0492

130.8

148927

923

4293.54

14010.57

0.306

T8

66 - 60

2L51x51x5

4.2426

2.0492

130.8

148927

923

6029.92

14010.57

0.430

T9

60 - 57

2L64x64x5

3.3669

3.2546

164.7

148927

1161

8456.51

17635.68

0.480

T10

57 - 54

2L64x64x5

3.6663

3.5776

181.0

148927

1161

8094.09

17635.68

0.459

T11

54 - 49

2L64x64x6

5.4401

5.3107

271.9

148927

1535

6975.03

23318.28

0.299

T12

49 - 44

2L64x64x6

5.8850

5.7646

295.1

148927

1535

7420.86

23318.28

0.318

T13

44 - 39

2L76x76x6

5.8851

5.7647

244.0

148927

1858

6029.92

28217.08

0.214

T14

39 - 34

2L76x76x6

6.4490

6.3286

267.9

148927

1858

6817.50

28217.08

0.242

T15

34 - 29

2L76x76x6

6.4490

6.3286

267.9

148927

1858

8208.80

28217.08

0.291

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

79 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T16

29 - 24

2L76x76x6

7.1031

6.9962

296.2

148927

1858

7975.56

28217.08

0.283

T17

24 - 19

L102x102x6

7.1032

6.9962

220.4

148927

1252

9614.12

19007.34

0.506

T18

19 - 14

L102x102x6

7.8255

7.7268

243.4

148927

1252

8492.93

19007.34

0.447

T19

14 - 7

L102x102x6

9.3388

9.2240

290.5

148927

1252

6679.83

19007.34

0.351

T20

7-0

L102x102x6

11.4788

11.3827

358.5

148927

1252

5830.52

19007.34

0.307

Allow. Pa kg 11659.14

Ratio P Pa 0.393

Horizontal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T10

m 57 - 54

L64x64x6

m 3.5870

m 1.7425

178.4

kPa 148927

mm 768

Actual P kg 4578.02

T12

49 - 44

L64x64x6

5.1520

2.5125

128.6

148927

768

921.24

11659.14

0.079

T14

39 - 34

L76x76x6

7.1090

3.4910

147.8

148927

929

1438.85

14108.54

0.102

T16

29 - 24

L76x76x6

9.0650

4.4565

377.3

148927

929

5704.20

14108.54

0.404

T18

19 - 14

L76x76x6

11.0220

5.4350

460.2

148927

929

8412.51

14108.54

0.596

T20

7-0

L102x102x6

14.9750

7.4113

233.4

148927

1252

571.09

19007.34

0.030

2

Allow. Pa kg 8837.43

Ratio P Pa 0.002

2

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T1

m 108 - 102

L64x64x5

m 3.0000

m 2.8984

146.7

kPa 148927

mm 582

Actual P kg 15.33

T2

102 - 96

L64x64x3

3.0000

2.8984

144.9

148927

393

220.89

5970.41

0.037

T3

96 - 90

L64x64x5

3.0000

2.8984

146.7

148927

582

864.82

8837.43

0.098

T4

90 - 84

L64x64x5

3.0000

2.8984

146.7

148927

582

1357.62

8837.43

0.154

T5

84 - 78

L64x64x5

3.0000

2.8980

146.7

148927

582

1473.00

8837.43

0.167

T6

78 - 72

L64x64x5

3.0000

2.8980

146.7

148927

582

1967.30

8837.43

0.223

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Elevation

80 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

I . P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

Kl/r

Fa

A

T7

m 72 - 66

L64x64x5

m 3.0000

m 2.8980

146.7

kPa 148927

T8

66 - 60

L64x64x5

3.0000

2.8980

146.7

T9

60 - 57

L64x64x6

3.0000

2.8980

T11

54 - 49

L64x64x6

4.1740

T13

44 - 39

L76x76x6

T15

34 - 29

T17

24 - 19

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

mm2 582

Actual P kg 2433.13

Allow. Pa kg 8837.43

Ratio P Pa 0.275

148927

582

3236.94

8837.43

0.366

148.4

148927

768

888.18

11659.14

0.076

4.0720

208.5

148927

768

5982.61

11659.14

0.513

6.1300

6.0030

254.1

148927

929

7575.81

14108.54

0.537

L76x76x6

8.0870

7.9350

335.9

148927

929

4451.39

14108.54

0.316

L102x102x6

10.0430

9.8910

311.5

148927

1252

624.25

19007.34

0.033

Allow. Pa kg 7511.45

Ratio P Pa 0.012

Mid Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 2.8984

146.7

kPa 199948

mm2 368

Actual P kg 89.42

T1

m 108 - 102

L64x64x5

m 3.0000

T2

102 - 96

L64x64x5

3.0000

2.8984

146.7

199948

368

419.76

7511.45

0.056

T3

96 - 90

L64x64x5

3.0000

2.8984

146.7

199948

368

1581.30

7511.45

0.211

T4

90 - 84

L64x64x5

3.0000

2.8980

146.7

199948

368

1056.78

7511.45

0.141

T5

84 - 78

L64x64x6

3.0000

2.8980

148.4

199948

485

1935.23

9890.31

0.196

T6

78 - 72

L64x64x5

3.0000

2.8980

146.7

199948

368

2063.74

7511.45

0.275

T7

72 - 66

L64x64x5

3.0000

2.8980

146.7

199948

368

2774.78

7511.45

0.369

T8

66 - 60

L64x64x6

3.0000

2.8980

148.4

199948

485

4478.93

9890.31

0.453

Actual P kg 338.22

Allow. Pa kg 8837.43

Ratio P Pa 0.038

Inner Bracing Design Data (Tension) Section No. T12

Elevation

Size

L

Lu

Kl/r

Fa

A

m 49 - 44

L64x64x5

m 3.6430

m 3.6430

184.4

kPa 148927

mm2 582

RISATower

Page

Job

I . P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

81 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

Section Capacity Table Section

Elevation m

Component Type

Size

No. T1

Critical Element

P kg

SF*Pallow kg

% Capacity

Pass Fail

108 - 102

Leg Diagonal Top Girt Mid Girt

L102x102x6 L51x51x5 L64x64x5 L64x64x5

3 16 5 10

-1342.58 -705.96 -3.95 89.42

20964.70 1539.31 3785.86 10012.76

Pass Pass Pass Pass

T2

102 - 96

T3

96 - 90

T4

90 - 84

T5

84 - 78

T6

78 - 72

T7

72 - 66

T8

66 - 60

T9

60 - 57

Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg

L102x102x6 L51x51x5 L64x64x3 L64x64x5 L102x102x6 2L51x51x5 L64x64x5 L64x64x5 L106x6+L102x10 2L51x51x5 L64x64x5 L64x64x5 L106x6+L102x10 2L51x51x5 L64x64x5 L64x64x6 L102x10+L102x10 2L51x51x5 L64x64x5 L64x64x5 L102x10+L102x10 2L51x51x5 L64x64x5 L64x64x5 L102x10+L102x10 2L51x51x5 L64x64x5 L64x64x6 L102x10+L102x10

31 44 36 40 59 72 64 68 87 100 92 96 115 128 120 124 143 156 148 152 171 184 176 180 199 212 204 208 227

-5033.52 -1259.83 -137.93 -307.80 -10325.58 -2470.28 -695.42 -1306.86 -19308.30 -2465.54 -1139.61 -897.69 -28936.80 -3275.33 -1269.81 -1686.44 -40673.59 -3648.79 -1729.11 -1831.85 -53581.97 -4351.60 -2173.13 -2492.31 -66537.48 -6135.79 -2939.00 -3972.28 -61745.73

20964.70 1539.31 2619.99 3785.86 20964.70 7549.76 3785.86 3785.86 58425.64 7551.88 3785.86 3786.89 58425.64 7551.88 3786.89 4881.10 69185.79 7551.88 3786.89 3786.89 69185.79 7551.88 3786.89 3786.89 69185.79 7551.88 3786.89 4881.10 84253.39

Diagonal Top Girt Leg Diagonal Horizontal Leg Diagonal Top Girt Leg Diagonal Horizontal Inner Bracing Leg Diagonal

2L64x64x5 L64x64x6 L102x10+L102x10 2L64x64x5 L64x64x6 L127x10+L102x10 2L64x64x6 L64x64x6 L127x10+L102x10 2L64x64x6 L64x64x6 L64x64x5 L127x10+L102x10 2L76x76x6

240 232 247 254 242 259 272 264 279 285 274 291 295 309

-8162.40 -1222.45 -61717.61 -7460.24 4578.02 -53518.47 -7840.71 -5924.42 -53572.90 -8603.43 -1010.08 -390.36 -58740.23 -6938.15

12652.37 4881.10 84253.39 10987.80 15541.64 84592.59 20488.49 8946.84 84592.59 19146.73 9271.11 2396.40 84591.38 26635.73

Top Girt Leg Diagonal Horizontal Inner Bracing Leg Diagonal Top Girt

L76x76x6 L152x10+L102x10 2L76x76x6 L76x76x6 L76x76x6 L152x10+L102x10 2L76x76x6 L76x76x6

300 315 320 301 325 331 338 333

-6624.63 -58717.10 -8675.82 -1516.50 -46.77 -74315.23 -3103.80 -4395.41

8053.18 102741.43 25062.70 9435.69 2871.15 102741.43 8070.60 7470.43

6.4 45.9 0.3 0.9 0.9 (b) 24.0 81.8 5.3 8.1 49.3 32.7 18.4 34.5 33.0 32.6 30.1 23.7 49.5 43.4 33.5 34.6 58.8 48.3 45.7 48.4 77.4 57.6 57.4 65.8 96.2 81.2 77.6 81.4 73.3 77.4 (b) 64.5 25.0 73.3 67.9 29.5 63.3 38.3 66.2 63.3 44.9 10.9 16.3 69.4 26.0 26.4 (b) 82.3 57.2 34.6 16.1 1.6 72.3 38.5 58.8

T10

57 - 54

T11

54 - 49

T12

49 - 44

T13

44 - 39

T14

39 - 34

T15

34 - 29

Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass

RISATower I . P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

No. T16

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO GAVINETE CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation m

Component Type

Size

Critical Element

P kg

SF*Pallow kg

29 - 24

Leg Diagonal Horizontal Leg Diagonal

L152x10+L102x10 2L76x76x6 L76x76x6 L152x10+L102x10 L102x102x6

351 354 346 363 370

-74307.52 -3711.24 5704.20 -82456.31 -3229.32

102741.43 6603.99 18806.68 102740.83 8036.50

L102x102x6 L152x10+L102x10 L102x102x6 L76x76x6 L152x13+L102x10

368 383 386 369 395

T17

24 - 19

T18

19 - 14

T19

14 - 7

Top Girt Leg Diagonal Horizontal Leg

7-0

Diagonal Top Girt Leg

L102x102x6 L102x102x6 L152x13+L102x10

408 398 415

Diagonal Horizontal

L102x102x6 L102x102x6

422 404

Inner Bracing

L76x76x6

427

T20

82 of 82

TORRE DE 108m-CUADRADA PATA=17.950m V=120 KPH

Calle 101 No. 70 G - 25.

Section

Page

Job

16:58:16 10/23/13 Designed by

Ing. C. Londoño M.

% Capacity

Pass Fail

72.3 56.2 30.3 80.3 40.2 48.7 (b) -2958.33 7219.63 41.0 -82499.86 102741.43 80.3 -3925.17 6588.63 59.6 8412.51 18806.68 44.7 -78781.31 117402.71 67.1 74.0 (b) -7678.69 8301.63 92.5 -2234.07 5031.60 44.4 -78869.76 117402.71 67.2 74.1 (b) -8001.87 8820.29 90.7 -694.99 19998.73 3.5 3.5 (b) -141.06 647.05 21.8 Summary Leg (T8) 96.2 Diagonal 92.5 (T19) Horizontal 44.7 (T18) Top Girt 82.3 (T13) Mid Girt 81.4 (T8) Inner 21.8 Bracing (T20) 77.5 Bolt Checks 96.2 RATING =

Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=108m C. NUEVA+REF EB. CERRO GAVINETE.eri

Maximum Values

TIA/EIA-222-F - Service - 60 kph

Deflection (mm)

Elevation (m)

0 108.0000

50

100

150

Tilt (deg) 200

250

0

0.05

0.1

0.15

Twist (deg) 0.2

0.25

0

0.05

0.1 108.0000

102.0000

102.0000

96.0000

96.0000

90.0000

90.0000

84.0000

84.0000

78.0000

78.0000

72.0000

72.0000

66.0000

66.0000

60.0000

60.0000

57.0000

57.0000

54.0000

54.0000

49.0000

49.0000

44.0000

44.0000

39.0000

39.0000

34.0000

34.0000

29.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000

14.0000

7.0000

7.0000

0.0000 0

0.0000 50

100

150

200

250

0

0.05

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

0.1

Job:

0.15

0.2

0.25

0

0.05

0.1

DIAGRAMA DE DEFLEXIONES-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-5

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUVA+REF EB. CERRO GAVINETE\TC108m C. NUEVA+REF EB. CERRO GAVINETE.eri

Feedline Distribution Chart 0.0000 - 108.0000 Round

108.0000

Flat

Face A

App In Face

App Out Face

Face B

Truss Leg

Face C

Face D

107.0000 106.0000

107.0000 106.0000

107.0000 106.0000

103.0000

103.0000

103.0000

108.0000

102.0000

96.0000

102.0000 99.0000

99.0000

99.0000

96.0000

96.0000

96.0000

91.0000

91.0000

91.0000

88.0000

88.0000

88.0000

84.0000

84.0000

84.0000

81.0000

81.0000

81.0000

96.0000

90.0000

84.0000

90.0000

84.0000

78.0000

78.0000 75.0000

75.0000

75.0000

71.0000

71.0000

71.0000

67.0000

67.0000

67.0000

64.0000

64.0000

64.0000

72.0000

72.0000

66.0000

60.0000

60.0000

42.5000

39.0000

39.0000

39.0000

35.5000

35.5000

35.5000

33.0000

33.0000

33.0000

31.0000

31.0000

31.0000

34.0000

29.0000

24.0000

24.0000

19.0000

19.0000

19.0000 1 (4 ANT TV E)

24.0000

14.0000

7.0000

7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E) 7/8 (1 ANT MW E) (2) 7/8 (2 ANT MW E) 7/8 (1 ANT MW E)

39.0000

0.0000

44.0000

1 (8 ANT TV E)

42.5000

39.0000 1 (8 ANT TV E)

42.5000

44.0000

49.0000

1 (8 ANT TV E)

47.0000

1 (8 ANT TV E)

47.0000

54.0000

1 (8 ANT TV E)

47.0000

49.0000

53.0000 52.0000

1 (8 ANT TV E)

53.0000 52.0000

1 (8 ANT TV E)

53.0000 52.0000

54.0000

56.0000

1 (8 ANT TV E)

56.0000

1 (8 ANT TV E)

57.0000

56.0000

1 (8 ANT TV E)

1 (3 ANT RF N) 1 (4 ANT RF N) 1 (2 ANT RF N)

57.0000

1 (8 ANT TV E) 1 (8 ANT TV E) 1 (4 ANT TV E) 1 (4 ANT TV E)

Elevation (m)

66.0000

34.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000

7.0000

0.0000

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

DIAGRAMA CABLES GUIA DE ONDA-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-7

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUVA+REF EB. CERRO GAVINETE\TC108m C. NUEVA+REF EB. CERRO GAVINETE.eri

Stress Distribution Chart 0.0000 - 108.0000 > 100%

90%-100%

Elevation (m)

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

108.0000

108.0000

102.0000

102.0000

96.0000

96.0000

90.0000

90.0000

84.0000

84.0000

78.0000

78.0000

72.0000

72.0000

66.0000

66.0000

60.0000

60.0000

57.0000

57.0000

54.0000

54.0000

49.0000

49.0000

44.0000

44.0000

39.0000

39.0000

34.0000

34.0000

29.0000

29.0000

24.0000

24.0000

19.0000

19.0000

14.0000

14.0000

7.0000

7.0000

0.0000

0.0000

I . P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.

Job:

DIAGRAMA DE ESFUERZOS-TC108m PATA=17.950m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. CERRO GAVINETE - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/23/13 NTS Dwg No. E-8

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO GABINETE\TC108m C. NUVA+REF EB. CERRO GAVINETE\TC108m C. NUEVA+REF EB. CERRO GAVINETE.eri

CHEQUEO DE CIMENTACION PLACA BASE Y PERNOS DE ANCLAJE. EB. CERRO GAVINETE.

DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

TORRE 108m EB. CERRO GAVINETE

I. P. DOLMEN S.A.

7. Rev. DE CIMENTACION TIPO ZAPATA PARA TORRES OBRA:

TORRE TELECOMUNICACIONES TC108m EB. CERRO GAVINETE ITEM

Sim.

Un.

REACCIONES MAXIMAS DE TRABAJO SEGUN PROGRAMA TOWER Compresión (-) Fz Kg Corte l Fx Kg Corte t Fy Kg Traccion (+) Fza Kg Corte l Fxa Kg Corte t Fya Kg

-79.986,00 -19.142,00 19.670,00 65.857,00 -15.297,00 14.889,00

REACCIONES MAXIMAS ULTIMAS SEGÚN PROGRAMA TOWER Compresión (-) Fz' Kg Corte l Fx' Kg Corte t Fy' Kg Arranque (+) Fza' Kg Corte l Fxa' Kg Corte t Fya' Kg

-79.986,00 -19.142,00 19.670,00 65.857,00 -15.297,00 14.889,00

ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE Compresión (-)

Fc

Kg

79.986,00

Corte l

Ft

Kg

19.142,00

Corte t

Fl

Kg

19.670,00

Arranque (+)

Fa

Kg

65.857,00

Corte l

Fta

Kg

15.297,00

Corte t

Fla

Kg

14.889,00

ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE Compresión (-)

Fc'

Kg

Corte l

Ft'

Kg

19.142,00

Corte t

Fl'

Kg

19.670,00

Arranque (+)

Fa'

Kg

65.857,00

Corte l

Fta'

Kg

15.297,00

Corte t

Fla'

Kg

14.889,00

Kg/cm2 2 Kg/cm Kg/m3 º

Kg/m3 2 Kg/cm 2 Kg/cm

1,50 1,88 1700 30,0 3,00 0,33 3,00 2.400 210 4.200

CARACTERISTICAS DE LOS MATERIALES Cap. portante suelo σ σa γs Peso unit. suelo Angulo cono β K pasivo Kp' K activo Ka Kp Kp γc Peso unit. concreto Resis.Comp.Concreto f'c Esf. Fluencia Acero fy

79.986,00

GEOMETRIA

clm/rcg

Angulo montante

φ

º

0,0000

Lado zapata

L

m

4,00

Lado pedestal

B

m

0,70

Espesor zapata

s

m

0,80

Profundidad zapata

H

m

2,05

Alt. ped. sobre suelo

H3

m

0,35

Alt. ped. enterrada

H2

m

1,30

Altura total cimiento

H1

m

2,40

7.1

Rev.CimTC108m EB. C. GAVINETE-Cap. 7

TORRE 108m EB. CERRO GAVINETE

I. P. DOLMEN S.A. Altura pedestal

Hp

m

1,65

Recubrimiento

a

m

0,070

Altura efec. concreto

d

m

0,730

Volumen zapata

Vz

m³

12,80

Volumen pedestal

Vp

m³

0,81

Volumen Concreto

Vc

m³

13,61

Peso concreto

Wc

Kg

32660

Volumen suelo 1

Vs1

m³

19,36

Volumen suelo 2

Vs2

m³

19,41

Volumen suelo 3

Vs3

m³

3,01

Volumen total suelo

Vs

m³

41,78

Peso suelo

Ws

Kg

71027

VOLUMENES Y PESOS

ARRANCAMIENTO Hipotesis crítica F.S. Arrancamiento

FSa

Checheo Arrancam.

(Wc+Ws)/Fa

1,57

FSa > 1.50

O.K.

ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO) Hipotesis crítica Compresión

P

Kg

ht

m

145564 1,30

Rt

Kg

3017

hl

m

1,30

Rl

Kg

3017

Momento transversal

MT

Kg*m

43638

Momento longitudinal

ML

Kg*m

42371

σp

Kg/m2

9098

σt

Kg/m

2

3972

σl

Kg/m

2

4091

σs

Kg/m2

1

Kg/m

2

Kg/m2

5494

3

Kg/m2

5732

2

3485

2

4

Kg/m

σmax

Kg/m2

σmin

Kg/m

2

13676

-2451 mayor 1, 2, 3, 4 menor 1, 2, 3, 4 ≈ σ σmax < σa

Checheo Capacidad

13676 -2451 O.K.

CHEQUEO AL VOLCAMIENTO Hipotesis crítica COMPRESION

MR1

Kg-m

291127

Momento trans. 1

MT1

Kg*m

47208

Momento long. 1

ML1

Kg*m

45941

Momento trans. 2

MT2

Kg*m

3570

Momento long. 2

ML2

Kg*m

3570

Mom. restaur. trans.

MRT

Kg*m

294697

Mom. restaur. long.

MRL

Kg*m

294697

Momento restaurador

MRc

Kg-m

416764

Mv

Kg-m

158093

Momento al vuelco

clm/rcg

7.2

Rev.CimTC108m EB. C. GAVINETE-Cap. 7

TORRE 108m EB. CERRO GAVINETE

I. P. DOLMEN S.A. F.S. vuelco compres.

FSvc

MRc/Mv

2,64

Hipotesis crítica TRACCION

MR1

Kg-m

207375

ht

m

1,30

Rt

Kg

3017

hl

m

1,30

Rl

Kg

3017

MT1

Kg-m

35734

ML1

Kg-m

36713

MT2

Kg-m

3570

ML2

Kg-m

3570

Mom. restaur. trans.

MRT

Kg*m

210945

Mom. restaur. long.

MRL

Kg*m

210945

Momento restaurador

MRa

Kg-m

298321

Momento vuelco 1

Mv1

Kg-m

131714

Mom. vuelco trans.

Mvt

Kg-m

167448

Mom. vuelco long.

Mvl

Kg-m

168427

Momento vuelvo

Mva

Kg-m

237500

F.S. vuelco tracción

FSvt

MRa/Mva

1,26

F.S. volcamiento

FSv

menor FSvc, FSvt

1,26

FSv > 1.50

O.K.

Checheo Volcam.

clm/rcg

7.3

Rev.CimTC108m EB. C. GAVINETE-Cap. 7

TORRE 108m EB. CERRO GAVINETE

I. P. DOLMEN S.A.

CALCULO DE VIGA DE AMARRE

L A= Pter W= L= Mu= b= d= K= ro= As=

b FLEXION d

colocar

16,00 m2 0,62 3,09 t/m 17,95 m 15926,39 t-cm 50 cm 90 cm 0,03932 0,00330 14,85 cm² 5 No 7

CORTANTE V= vu= Ø vc=

27,727 9,858 6,350

t kg/cm² kg/cm²

No requiere Refuerzo a cortante colocar E Ø 3/8" cada 16 cm

O.K.

clm/rcg

7.1

Rev.CimTC108m EB. C. GAVINETE-Cap. 7

ESTRUCTURA: REV. TC108m P=17.95m-EB. CERRO GAVINETE. CARGAS ACTUANTES Tension Maxima Comprexion Maxima Fuerza Longitudinal en X Fuerza Transversal en Y

T C Hx Hy

(ton) (ton) (ton) (ton)

65,857 -79,986 -19,142 19,670

-15,297 14,889

CALCULO DE PLACA - BASE PLACA BASE

B

C

t

Dp

m

cm. 50

cm. 50

cm 2,2

cm 5

cm. 23,0

Dimension pedestal (cm) Bp Cp 70 70

C

P B

m n t p Dp

Area Placa Colocada Ac 2.500 cm2 Acero A-36 Fy= 2.530 Kg /cm² Distancia n 8,0 cm Area Requerida placa base Ar Apoyo contacto pedestal Fp Presion de Apoyo pp Esfuerzo de Flexion por Compresion Esfuerzo de Flexion Distancia al borde Espesor Placa Base C

Concreto. 777 102,900 31,994

cm2 Kg / cm² kg / cm²

Fb Fb m

1.645 23,0

Kg / cm² cm

t

1,93

cm

cm

Esfuerzo de Flexion por Arranque

Fb¨

Distancia al perno

Dp

5

Fuerza en el Perno Momento de Flexion

Pt Mf

10,98 54,9

Ton - cm

Espesor de la Placa Base Arr

t

2,20

cm

Espesor Minimo Placa Base

t

2,20

cm

Lado de la placa Base

B

500

mm

Espesor de la Placa Base

t

22

mm

f'c=

210

Kg / cm²

Acero A-36

Ton

OK CUMPLE

No pernos

un 6,0

ESTRUCTURA: REV. TC108m P=17.95m-EB. CERRO GAVINETE.

DISEÑO DE PERNOS DE ANCLAJE

Diametro de los Pernos Material de los Pernos Cantidad de Pernos Area Total de Pernos Factor de Rosca Numero de Hilos por Pulgada Area Efectiva de Pernos Cargas de Trabajo Fuerza de Arranque Fuerza de Cortante Fuerza de Cortante Fuerza de Cortante Esfuerzo de Fluencia Resistencia a la Tension Resistencia al Corte Area Efectiva de cada Perno Area Total por Perno Area Requerida por Arranque Area Requerida Arranque Diseño Numero de Pernos Minimo

dp

1,00

plg

dp

2,54

cm

SAE 1045 CALIBRADO Atp

un cm²

0,85 hp

8

Ap

23,45

cm²

T

65,86

ton

Vux

-15,30

ton

Vuy

19,67

ton

Vu

24,92

ton

Fy

5,20

ton/cm²

Ft

3,36

ton/cm²

Fv

2,24

ton/cm²

Ae

3,91

cm²

Ap

5,07

cm²

At

7,7

cm²

Atm

10,8

cm²

Np

3

un

Pernos a Colocar Diametro del Perno Area Neta de Pernos

6 30,40

Anp

AREA DE PERNOS > AREA REQUERIDA

6

un

25

mm

23,45

cm²

OK CUMPLE

Bogotá, D.C. 23 de Octubre de 2013.

MEMORIAL DE RESPONSABILIDAD Yo, CARLOS EDUARDO LONDOÑO MESA, Ingeniero Civil, debidamente Titulado e inscrito con matrícula profesional No. 25202-37439 otorgada por el Consejo Profesional de Cundinamarca, he realizado LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE SECCION CUADRADA VARIABLE, VARIABLE de 108 metros de altura, Localizada En la ESTACION EB. CERRO GAVINETE, ubicada entre La Vereda Resinas, Municipio de Guadalupe, Departamento del Huila, para una velocidad de viento de 120 KPH, que está soportando antenas MW y TV. La evaluación y recomendaciones han sido hechas siguiendo los parámetros establecidos en la NORMA TIA/EIATIA/EIA-222222-F y las NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCIÓN SISMOSISMO-RESISTENTE, NSRNSR-10. Por lo tanto, asumo la responsabilidad por los perjuicios que puedan ocasionar los diseños presentados y exonero al Departamento de Planeación del Municipio de Guadalupe, de cualquier eventualidad referente a dicha torre instalada para telecomunicaciones, bajo las condiciones anteriormente expuestas y descritas en la memoria de cálculo. ATENTAMENTE.,

ING. CARLOS EDUARDO LONDOÑO MESA. MAT. PROF. 25202-37439 CND.

DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

CERTIFICADO DE VIGENCIA Y ANTECEDENTES DISCIPLINARIOS N° 17847582

REPÚBLICA DE COLOMBIA CONSEJO PROFESIONAL NACIONAL DE INGENIERÍA COPNIA EL DIRECTOR GENERAL CERTIFICA: 1. Que LONDOÑO MESA, CARLOS EDUARDO con Cédula de Ciudadanía N° 91228746, se encuentra inscrito (a) en el Registro Profesional Nacional que lleva ésta entidad, como INGENIERO CIVIL, con Matrícula Profesional No. 25202-37439 CND desde el (los) veintidos (22) día(s) del mes de noviembre del año mil novecientos noventa (1990). 2. Que la Matrícula Profesional es la autorización que expide el Estado para que el titular ejerza su profesión en todo el territorio de la República de Colombia, de conformidad con lo dispuesto en la Ley 842 de 2003. 3. Que la referida Matrícula Profesional se encuentra vigente, por lo cual el profesional certificado actualmente NO está impedido para ejercer la profesión. 4. Que el profesional NO tiene antecedentes disciplinarios ético-profesionales. 5. Que la presente certificación tiene una validez de seis (6) meses y se expide en Bogotá, D.C., a los nueve (9) día(s) del mes de julio del año dos mil trece (2013).

CARLOS ALBERTO JARAMILLO JARAMILLO

___________________________________________ Firma del Titular (*) _ (*) Con el fin de verificar que el titular autoriza su participación en procesos estatales de selección de contratistas. La falta de firma del titular no invalida el Certificado. El presente es un documento público expedido electrónicamente con firma mecánica (Artículo 12, Decreto 2150 de 1995) y con firma digital que garantiza su plena validez jurídica y probatoria según lo establecido en la Ley 527 de 1999. Para verificar la integridad e inalterabilidad del presente documento consulte en el sitio web: www.copnia.gov.co, digitando el siguiente número de certificado: 17847582 y el código de verificación: RTI5F207 Calle 78 N°9 - 57 Piso 13 - Bogotá D.C. Pbx: 3220102 - correo-e: [email protected] www.copnia.gov.co

INFORME FOTOGRAFICO. EB. CERRO GAVINETE.

DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

REGISTRO FOTOGRAFICO Cliente: Dirección :

RTVC

Nombre :

EB. CERRO GAVINETE.

Vereda resinas - Municipio de Guadalupe.

Foto General de Torre

Panoramica de la Torre 1/7

Ciudad :

GUADALUPE

Depto :

HUILA.

REGISTRO FOTOGRAFICO

Photo 1

Photo 2

Panorámica 2

Panorámica 3

Photo 3

Photo 4

placa base y pedestal

Base tramo 1 Torre 2/7

REGISTRO FOTOGRAFICO

Photo 5

Photo 6

Placa base parte interior

Escalera de cables horizontal

Photo 8

Placa base parte exterior

Empalme exterior de montantes 3/7

REGISTRO FOTOGRAFICO

Photo 9

Photo 10

Empalme interior de montantes

Detalle de transicion

Photo 11

Photo 12

Detalle de transicion

Detalle de antena MW 4/7

REGISTRO FOTOGRAFICO

Photo 14

Detalle de antena MW

Detalle soportes y antenas TV

Photo 15

Photo 16

Detalle de antenas TV

Excavación en Cimentación. 5/7

REGISTRO FOTOGRAFICO

Photo 17

Photo 17

Excavación en Cimentación.

Excavación en Cimentación.

Photo 33

Photo 34

Segunda transición

Tramo superior 6/7

REGISTRO FOTOGRAFICO

Photo 35

Photo 36

Cruce de diagonales superiores

Esacalera de cables vertical

Photo 37

Photo 38

Cierres horizontales

Tramo 2 torre 7/7