Radio Televisión Nacional de Colombia.

MEMORIAS DE CÁLCULO ESTRUCTURAL. TORRE CUADRADA H=80.0m SECCION VARIABLE. ANCHO DE PATA = 7.50m

ESTACION BASE: CERRO NEIVA. Municipio de Neiva.

Departamento del Huila. Octubre 2013.

INFORME TECNICO. Condición Actual Se requiere refuerzo. Eficiencia General Condición Nueva + Refuerzo: Montantes 90.4%, Diagonales 79.9%, Horizontales 79.8%, Riendas 87.0% y Tornillos 97.4%.

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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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INTRODUCCION 1.1 OBJETO El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 80.0 metros de altura. Ubicada en la estación: EB. CERRO NEIVA – Municipio de Neiva – Departamento del Huila. Que soporta antenas TV 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 7.50 m. Esta medida es variable hasta llegar a una altura de 36.0 m, donde es 1.80 m. Continuando en sección constante hasta los 56.4 m, donde es 1.80 m. Continuando en sección variable hasta los 60.0 m, donde es 1.10 m. Continuando en sección constante hasta los 80.0 m. Se tienen dos (2) juegos de riendas en los niveles 46.2 y 68.35m, con radial de 46.0m. CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 80.0 m 24 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 79.0 AL 74.0m – OCHO POR CADA CARA A, B y C. 8 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 73.0 AL 71.0m – CUATROS POR DOS CARAS A y B. 24 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 70.0 AL 75.0m – OCHO POR CADA CARA A, B y C. 8 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 64.0 AL 62.0m – CUATROS POR DOS CARAS A y B. 4 ANTENAS GRILLA TV (0.30x1.50m) – NIVEL 54.0 AL 48.0m – POR MONTANTE D. 8 ANTENAS GRILLA TV (0.25x0.90m) – NIVEL 45.0 AL 42.0m – CUATROS POR DOS CARAS A y D. 8 ANTENAS GRILLA TV (0.25x0.90m) – NIVEL 41.0 AL 39.0m – CUATROS POR DOS CARAS A y D. 2 ANTENAS MW Ø2.40m – NIVEL 16.0 m – A y B.

CONDICION FUTURA: 1 EXTENSION H=6.0m, EN LA PARTE SUPERIOR. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 86.0 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 85.0 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 84.0 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 83.0 m – C y D. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

PANORAMICA TC80m – ESTADO ACTUAL.

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

SILUETA DE CALCULO CONDICION ACTUAL.

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SILUETA DE CALCULO CONDICION NUEVA.

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

Las combinaciones de estas cargas para incluirlas en los análisis y diseños Estructurales estarán de acuerdo con la Norma TIA/EIA-222-F. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

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. 1.0 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. 2.0 CARGAS VIVAS La carga viva considerada consistirá en 4 personas de 80 Kg. Cada una por mantenimiento. 3.0 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, Factor de seguridad para Riendas = 1.6

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 80.0 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 80.0 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 80.0m, de la estación: EB. CERRO NEIVA – Municipio de Neiva, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T10 y T9, Diagonal T22. Porcentaje máximo de utilización Diagonal (T22) 189.1% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.

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

Ver Salida 1 – Condición Actual. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

En la CONDICION NUEVA, con las antenas relacionadas (Existentes) más una (1) Extensión de 6.0m en la parte superior, ocho (8) antenas RF AT15-250 (0.483x0.983m, en los niveles 83.0 al 86.0m 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 80+6m, de la estación: EB. CERRO NEIVA – Municipio de Neiva, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T24, T14, T13, T12, T11, T10, T9, T8, T7 y T6, Diagonales T22. Porcentaje máximo de utilización Montante (T12) 213.7% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.

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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 una (1) Extensión de 6.0m en la parte superior, ocho (8) antenas RF AT15-250 (0.483x0.983m, en los niveles 83.0 al 86.0m. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 80+6m, de la estación: EB. CERRO NEIVA – Municipio de Neiva tenemos: LA TORRE CUMPLE. Porcentaje máximo de utilización Montante (T24) 97.4% < 100%. Ok. SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.

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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.

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

7.0 RECOMENDACIONES: -La torre debe ser reforzada para la Condición actual y Nueva. MATERIALES DE EXTENSION FUTURA: Montantes: L 64x64x6.4H, Diagonales y Horizontales en L51x51x4.8H (Ver plano 2/2 silueta de refuerzo) REFUERZO MONTANTES: -Desde el nivel 34.0m al nivel 80.0m (T16, T15, T14, T13, T12, T11, T10, T9, T8, T7, T6, T5, T4 y T3), con un (1) ángulo de L51x51x4.8H A-572 Grado 50, horizontal. Desde la intersección de las diagonales, al centro del montante contando la longitud a L/2. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 0.0m al nivel 8.0m (T24), con un (1) ángulo de L76x76x6.4H A-572 Grado 50, horizontal. Desde la intersección de la diagonal, al centro del montante contando la longitud a L/2 y un (1) ángulo horizontal y diagonal cortando la luz libre del móntate a L/2. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los montantes y diagonales. Una vez realizado el refuerzo se puede proceder a la instalación de una (1) Extensión de 6.0m en la parte superior y ocho (8) antenas RF AT15-250 (0.483x0.983m, en los niveles 83.0 al 86m.

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MATERIAL APROXIMADO DE EXTENSION H=6.0m: Montantes (T1 y T2) en L64x6.4H

195 Kg

Diagonales (T1 y T2) en L51x4.8H

250 Kg

Lámina de uniones (T1 y T2) en Lámina de 7.9mm

130 Kg

Tornillos en Uniones (T1 y T2)

15 Kg

Pernos de escalera Ø5/8 x 8” = 20 Unidades

10 Kg

Peso aproximado de la extensión

600 Kg

MATERIAL APROXIMADO DE REFUERZO EN TORRE: Refuerzo Montantes (T16 al T3) en L51x4.8H

650 Kg

Refuerzo Diagonal (T24) en L76x6.4H

220 Kg

Refuerzo Diagonal y Montante (T24) en L51x4.8H

280 Kg

Tornillos en refuerzo de montantes y diagonales

90 Kg

Peso aproximado del Refuerzo

1240 Kg

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

C. ACTUAL

C. NUEVA

C. NUEVA+REF

MONTANTE

(T10) 135.2%

(T12) 213.7%

(T14) 90.4%

DIAGONAL

(T22) 189.1%

(T24) 178.4%

(T14) 79.9%

HORIZONTAL

(T12) 31.8%

(T6) 79.0%

(T6) 79.8%

RIENDA

(T5) 62.6%

(T6) 85.3%

(T6) 87.0%

84.5%

95.8%

97.4%

TORNILLOS

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8.0 CIMENTACION: Tipo placa – pedestales 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: Se encuentra en un 90%, en buen estado, se registra pintura reciente. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre. ESCALERA DE CABLES: Uno (1) Por el centro de la torre en un 30% de uso. LUCES DE OBSTRUCCION: En buen estado y funcionando. SISTEMA DE TIERRAS: En buen estado. Se deben reemplazar las platinas de cobre y las terminales. TORNILLOS: En un 85% en buen esrado.A-394 T0, se recomienda el torque general de la tornillería.

Anexos: Registro Fotográfico.

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CONDICION ACTUAL. EB. CERRO NEIVA.

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

R=46.0000 m

78.4 m

513.5

168.3

1.1

A

N.A.

T1

L64x64x6

T2

R=46.0000 m

80.0 m

68.3 m 551.5

11 @ 1.67

L51x51x5

T4

70.0 m

13

L76x76x6

T3

367.7

73.4 m

S EH =8 LC

65.0 m

T5

m

770.7

9 55 1.9

R=46.0000 m

I T= % 10

279.0 296.1

2 @ 1.8

N.A.

1.8 1.45

L51x51x5

58.2 m CxMANTENIMIENTO 2 8 ANT FT DISH TV 0.25x0.90m 0.20x0.80m 0.30x1.50m (1 ANT MW(E) Ø2.40m E)

80 79 77 75.5 74 73 71 70 68 66.5 65 64 62 54 48 45 42 41 39 16 DESIGNED APPURTENANCE LOADING

56.4 m

TYPE 671.6

T8

2L76x76x6

T7

L51x51x5

T6

60.0 m

T9

671.6

52.3 m

671.6

44.2 m

S EH

L51x51x5

T10

46.2 m 13

10 @ 2.04

48.2 m

669.2

m 10

A36

= IT

A572-50

%

669.2

T11

37

T12

30 4.

L102x102x10

=6 LC

40.1 m

445.0

3.7

2 ANT TV 0.20x0.80m (E)

79

2 ANT TV 0.20x0.80m (E)

66.5

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

79 79

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

66.5 65

2 ANT TV 0.20x0.80m (E)

77

2 ANT TV 0.20x0.80m (E)

65

2 ANT TV 0.20x0.80m (E)

77

2 ANT TV 0.20x0.80m (E)

65

2 ANT TV 0.20x0.80m (E)

77

2 ANT TV 0.20x0.80m (E)

64

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.20x0.80m (E)

64

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.20x0.80m (E)

62

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.20x0.80m (E)

62

2 ANT TV 0.20x0.80m (E)

74

2 ANT TV 0.30x1.50m (E)

54

2 ANT TV 0.20x0.80m (E)

74

2 ANT TV 0.30x1.50m (E)

48

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

74 73

2 ANT TV 0.25x0.90m (E) 2 ANT TV 0.25x0.90m (E)

45 45

2 ANT TV 0.20x0.80m (E)

73

2 ANT TV 0.25x0.90m (E)

42

2 ANT TV 0.20x0.80m (E)

71

2 ANT TV 0.25x0.90m (E)

42

2 ANT TV 0.20x0.80m (E)

71

2 ANT TV 0.25x0.90m (E)

41

2 ANT TV 0.20x0.80m (E)

70

2 ANT TV 0.25x0.90m (E)

41

2 ANT TV 0.20x0.80m (E)

70

2 ANT TV 0.25x0.90m (E)

39

2 ANT TV 0.20x0.80m (E)

70

2 ANT TV 0.25x0.90m (E)

39

2 ANT TV 0.20x0.80m (E)

68

8 FT DISH (1 ANT MW Ø2.40m E)

16

2 ANT TV 0.20x0.80m (E)

68

8 FT DISH (1 ANT MW Ø2.40m E)

16

2 ANT TV 0.20x0.80m (E)

68

SYMBOL LIST MARK

28.0 m

A

SIZE

SIZE

GRADE A572-50

Fy 344738 kPa

Fu 448159 kPa

GRADE A36

Fy 248211 kPa

Fu 399896 kPa

TOWER DESIGN NOTES

967.7

5@4

4.333

1060.2

4.967

MARK

1 @ 1.63

MATERIAL STRENGTH

16.0 m

12.0 m 1120.9

5.6

L89x89x6

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: 189.1% MAX. CORNER REACTIONS AT BASE: DOWN: 36518 kg UPLIFT: -24056 kg SHEAR: 5923 kg

8.0 m

6.233

2262.6

AXIAL 29170 kg 1@8

L76x76x8

L64x64x6

66.5

30.0 m

20.0 m

T20

ELEVATION

2 ANT TV 0.20x0.80m (E)

SHEAR 12631 kg

MOMENT 321242 kg-m

Weight (kg) 15304.7

# Panels @ (m)

Face Width (m)

Mid Girts

Top Girts

Diagonal Grade

Diagonals

0.0 m

5140 kg R=46.0000 m

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

Job:

kg

Leg Grade

7.5

6373 kg

TORQUE 749 kg-m REACTIONS - 120 kph WIND

87 81

Legs

TYPE

80

914.5

L76x76x6 N.A.

L64x64x5

32.0 m

24.0 m

T21

L127x127x13

T22

34.0 m

ELEVATION

CxMANTENIMIENTO

863.3

T17 T18

L127x127x10

T19

467.1 489.8

4@2

3.067

T16

T15

L64x64x5

T14

2.75 2.433 2.117

T13

413.5

36.0 m

Section

R=46.0000 m

PLAN

SILUETA DE CALCULO-TC80m PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. ACTUAL EB. C. NEIVA\TC80m C. ACTUAL EB. C. NEIVA.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 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

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

Tower Input Data The main tower is a 4x guyed tower with an overall height of 80.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.1000 m at the top and 7.5000 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. Pressures are calculated at each section. Safety factor used in guy design is 1.6. 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.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

2 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

09:32:28 10/10/13 Designed by

uy G A

G uy

B

Ing. C. Londoño M.

X Z

uy G C

Face D

W in d

45

G uy

D

Wind 90

Face C

Face A

Face B

Wind 0

Square Corner M ounted Guyed To wer

Tower Section Geometry Tower Section

Tower Elevation

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22

m 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

Assembly Database

Description

Section Width m 1.1000 1.1000 1.1000 1.1000 1.1000 1.1000 1.4500 1.8000 1.8000 1.8000 1.8000 1.8000 1.8000 2.1170 2.4330 2.7500 3.0670 3.7000 4.3330 4.9670 5.6000 6.2330

Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Section Length m 1.6300 5.0100 3.3400 5.0100 5.0100 1.8000 1.8000 4.0800 4.0800 4.0800 4.0800 4.0800 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000

RISATower I. P. DOLMEN S.A.

3 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Section

Tower Elevation

Diagonal Spacing

Bracing Type

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22

m 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

m 1.6300 1.6700 1.6700 1.6700 1.6700 1.8000 1.8000 2.0400 2.0400 2.0400 2.0400 2.0400 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000

X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace

Has K Brace End Panels No No No No No No No No No No No No No No No No No No No No No No

Has Horizontals

Top Girt Offset

Bottom Girt Offset

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

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Tower Section Geometry (cont’d) Tower Elevation m T1 80.0000-78.3700 T2 78.3700-73.3600 T3 73.3600-70.0200 T4 70.0200-65.0100 T5 65.0100-60.0000 T6 60.0000-58.2000 T7 58.2000-56.4000 T8 56.4000-52.3200 T9 52.3200-48.2400 T10 48.2400-44.1600 T11 44.1600-40.0800 T12 40.0800-36.0000

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L76x76x6

Equal Angle

L51x51x5

Equal Angle

L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

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

Equal Angle

L51x51x5

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

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 T13 36.0000-34.0000 T14 34.0000-32.0000 T15 32.0000-30.0000 T16 30.0000-28.0000 T17 28.0000-24.0000 T18 24.0000-20.0000 T19 20.0000-16.0000 T20 16.0000-12.0000 T21 12.0000-8.0000 T22 8.0000-0.0000

Page

Job

4 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x13

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

Equal Angle

L64x64x6

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

Tower Section Geometry (cont’d) Tower Elevation m T1 80.0000-78.3700 T2 78.3700-73.3600 T3 73.3600-70.0200 T4 70.0200-65.0100 T5 65.0100-60.0000 T6 60.0000-58.2000 T7 58.2000-56.4000 T8 56.4000-52.3200 T9 52.3200-48.2400 T10 48.2400-44.1600 T11 44.1600-40.0800 T12 40.0800-36.0000 T13 36.0000-34.0000 T14 34.0000-32.0000 T15 32.0000-30.0000

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Equal Angle

L51x51x5

Equal Angle

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

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

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

Bottom Girt Size

Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

5 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

09:32:28 10/10/13

Client

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

Tower Elevation m T16 30.0000-28.0000 T17 28.0000-24.0000 T18 24.0000-20.0000 T19 20.0000-16.0000 T20 16.0000-12.0000 T21 12.0000-8.0000 T22 8.0000-0.0000

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Equal Angle

L64x64x5

Single Angle

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L89x89x6

Equal Angle

L89x89x6

Equal Angle

L76x76x8

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

Bottom Girt Size

Ing. C. Londoño M.

Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle

Tower Section Geometry (cont’d) Tower Elevation m T2 78.3700-73.3600 T3 73.3600-70.0200 T4 70.0200-65.0100 T5 65.0100-60.0000 T8 56.4000-52.3200 T9 52.3200-48.2400 T10 48.2400-44.1600 T11 44.1600-40.0800 T12 40.0800-36.0000

No. of Mid Girts 2

Mid Girt Type

Mid Girt Size

Mid Girt Grade

Horizontal Type

Equal Angle

L51x51x5

Equal Angle

1

Equal Angle

L51x51x5

2

Equal Angle

L51x51x5

2

Equal Angle

L51x51x5

1

Equal Angle

L51x51x5

1

Equal Angle

L51x51x5

1

Equal Angle

L51x51x5

1

Equal Angle

L51x51x5

1

Equal Angle

L51x51x5

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

Horizontal Size

Horizontal Grade

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

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

Tower Section Geometry (cont’d) Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T1 80.0000-78.37 00 T2

m2 0.0000

mm 0

0.0000

0

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

A36 (248211 kPa)

1

1

A36

1

1

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

0

0

Page

Job

RISATower

6 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

09:32:28 10/10/13

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 78.3700-73.36 00 T3 73.3600-70.02 00 T4 70.0200-65.01 00 T5 65.0100-60.00 00 T6 60.0000-58.20 00 T7 58.2000-56.40 00 T8 56.4000-52.32 00 T9 52.3200-48.24 00 T10 48.2400-44.16 00 T11 44.1600-40.08 00 T12 40.0800-36.00 00 T13 36.0000-34.00 00 T14 34.0000-32.00 00 T15 32.0000-30.00 00 T16 30.0000-28.00 00 T17 28.0000-24.00 00 T18 24.0000-20.00 00 T19 20.0000-16.00 00 T20 16.0000-12.00 00 T21 12.0000-8.000 0

m2

mm

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Ing. C. Londoño M.

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

(248211 kPa) 0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

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

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

Page

Job

RISATower

7 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T22 8.0000-0.0000

m2 0.0000

mm 0

09:32:28 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gusset Grade Adjust. Factor Af

A36 (248211 kPa)

1.4

Adjust. Factor Ar 1

Designed by

Ing. C. Londoño M.

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

Tower Section Geometry (cont’d) Tower Elevation

m T1 80.0000-78.37 00 T2 78.3700-73.36 00 T3 73.3600-70.02 00 T4 70.0200-65.01 00 T5 65.0100-60.00 00 T6 60.0000-58.20 00 T7 58.2000-56.40 00 T8 56.4000-52.32 00 T9 52.3200-48.24 00 T10 48.2400-44.16 00 T11 44.1600-40.08 00 T12 40.0800-36.00 00 T13 36.0000-34.00 00 T14 34.0000-32.00 00 T15 32.0000-30.00

Calc K Single Angles

Calc K Solid Rounds

Legs

X Brace Diags X Y 1 1

K Brace Diags X Y 1 1

No

No

1

No

No

1

1 1

No

No

1

No

No

No

K Factors1 Girts Single Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 1

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

09:32:28 10/10/13

Client

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

Calc K Single Angles

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Tower Elevation

8 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Calc K Solid Rounds

Legs

X Brace Diags X Y

K Brace Diags X Y

K Factors1 Single Girts Diags

Horiz.

Designed by

Ing. C. Londoño M.

Sec. Horiz.

Inner Brace

X X X X X Y Y Y m Y Y 00 T16 No No 1 1 1 1 1 1 1 1 30.0000-28.00 1 1 1 1 1 1 1 00 T17 No No 0.5 1 1 1 1 1 1 1 28.0000-24.00 0.5 1 1 1 1 1 1 00 T18 No No 0.5 1 1 1 1 1 1 1 24.0000-20.00 0.5 1 1 1 1 1 1 00 T19 No No 0.5 1 1 1 1 1 1 1 20.0000-16.00 0.5 1 1 0.5 1 1 1 00 T20 No No 0.5 1 1 1 1 1 1 1 16.0000-12.00 0.5 1 1 0.5 1 1 1 00 T21 No No 0.5 1 1 1 1 1 1 1 12.0000-8.000 0.5 1 1 0.5 1 1 1 0 No No 0.33 1 1 1 1 1 1 1 T22 0.33 1 1 0.5 1 1 1 8.0000-0.0000 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 80.0000-78.37 00 T2 78.3700-73.36 00 T3 73.3600-70.02 00 T4 70.0200-65.01 00 T5 65.0100-60.00 00 T6 60.0000-58.20 00 T7 58.2000-56.40 00

Leg

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

0

1

0

1

0

0

1

0

1

0

1

0

0

1

0

U

1

Net Width Deduct mm 0

0

1

1

0

0

1

1

0

0

1

0

1

Mid Girt

U

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

0.75

0

1

0

0.75

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T8 56.4000-52.32 00 T9 52.3200-48.24 00 T10 48.2400-44.16 00 T11 44.1600-40.08 00 T12 40.0800-36.00 00 T13 36.0000-34.00 00 T14 34.0000-32.00 00 T15 32.0000-30.00 00 T16 30.0000-28.00 00 T17 28.0000-24.00 00 T18 24.0000-20.00 00 T19 20.0000-16.00 00 T20 16.0000-12.00 00 T21 12.0000-8.000 0 T22 8.0000-0.0000

09:32:28 10/10/13

Client

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

Leg

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Tower Elevation m

9 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

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

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

Page

Job

RISATower

10 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

09:32:28 10/10/13

Client

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

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m

T1 80.0000-78.37 00 T2 78.3700-73.36 00 T3 73.3600-70.02 00 T4 70.0200-65.01 00 T5 65.0100-60.00 00 T6 60.0000-58.20 00 T7 58.2000-56.40 00 T8 56.4000-52.32 00 T9 52.3200-48.24 00 T10 48.2400-44.16 00 T11 44.1600-40.08 00 T12 40.0800-36.00 00 T13 36.0000-34.00 00 T14 34.0000-32.00 00 T15 32.0000-30.00 00 T16 30.0000-28.00 00 T17 28.0000-24.00 00 T18 24.0000-20.00 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.

6

16 A394T0

16 A394T0

6

Sleeve SS

16 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

1

16 A394T0

1

16 A394T0

16 A394T0

1

16 A394T0

1

6

16 A394T0

1

16 A394T0

16 A394T0

8

16 A394T0

1

Sleeve SS

16 A394T0

8

16 A394T0

Sleeve SS

16 A394T0

8

Sleeve SS

19 A394T0

Sleeve SS

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

1

16 A394T0

2

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

2

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

6

16 A394T0

2

16 A394T0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

19 A394T0

6

16 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

6

16 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

Sleeve SS

19 A394T0

6

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

6

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

6

1

1

0

1

0

0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T19 20.0000-16.00 00 T20 16.0000-12.00 00 T21 12.0000-8.000 0 T22 8.0000-0.0000

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg

Diagonal

Bolt Size mm 19 A394T0

No.

Sleeve SS

19 A394T0

Sleeve SS Sleeve SS

Sleeve SS

09:32:28 10/10/13

Client

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

Leg Connection Type

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Tower Elevation m

11 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Top Girt

Bolt Size mm 19 A394T0

No.

6

19 A394T0

19 A394T0

6

19 A394T0

6

6

Bottom Girt

Bolt Size mm 16 A394T0

No.

1

16 A394T0

19 A394T0

1

19 A394T0

1

1

Bolt Size mm 16 A394T0

No.

1

16 A394T0

16 A394T0

1

16 A394T0

1

1

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

0

16 A394T0

16 A394T0

0

16 A394T0

0

0

Ing. C. Londoño M.

Bolt Size mm 16 A394T0

No.

0

16 A394T0

16 A325X

0

16 A394T0

0

0

Bolt Size mm 16 A394T0

No.

3

16 A394T0

0

16 A394T0

3

16 A394T0

0

16 A394T0

3

16 A394T0

0

3

0

Guy Data Guy Elevation

Guy Grade

m 46.2

EHS

68.35

EHS

Guy Size

Initial Tension

A B C D

13 13 13 13

kg 1220.16 1220.16 1220.16 1220.16

A B C D

13 13 13 13

1220.16 1220.16 1220.16 1220.16

%

Guy Modulus

kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7

Guy Weight

Lu

Anchor Radius

Anchor Elevation

m 46.0000 46.0000 46.0000 46.0000

Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000

m 0.0000 0.0000 0.0000 0.0000

End Fitting Efficiency % 100% 100% 100% 100%

kglm 0.77 0.77 0.77 0.77

m 64.2500 64.2500 64.2500 64.2500

0.77 0.77 0.77 0.77

81.8870 81.8870 81.8870 81.8870

46.0000 46.0000 46.0000 46.0000

0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000

100% 100% 100% 100%

Guy Data(cont’d) Guy Elevation m

Mount Type

46.2 68.35

Corner Corner

Torque-Arm Spread

Torque-Arm Leg Angle

m

°

Torque-Arm Style

Torque-Arm Grade

Torque-Arm Type

Torque-Arm Size

Page

Job

RISATower

12 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

09:32:28 10/10/13

Client

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

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Guy Data (cont’d) Guy Elevation m 46.2000 68.3500

Diagonal Grade

Diagonal Type

Upper Diagonal Size

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

Solid Round

Lower Diagonal Size

Is Strap.

Solid Round

Pull-Off Grade

Pull-Off Type

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

Solid Round

Pull-Off Size

Solid Round

Guy Data (cont’d)

m 46.2

Cable Weight A kg 49.43

Cable Weight B kg 49.43

Cable Weight C kg 49.43

Cable Weight D kg 49.43

68.35

63.00

63.00

63.00

63.00

Guy Elevation

Tower Intercept A m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Tower Intercept B m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Tower Intercept C m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Tower Intercept D m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Guy Data (cont’d) Guy Elevation m 46.2 68.35

Calc K Single Angles No No

Torque Arm Kx Ky

Calc K Solid Rounds No No

Kx

Pull Off Ky

Diagonal Kx Ky

1 1

1 1

1 1

1 1

Guy Data (cont’d) Guy Elevation m 46.2 68.35

Bolt Size mm 16 A394T0 16 A394T0

Torque-Arm Number Net Width Deduct mm 0 0 0

0

U

Bolt Size mm

0.75

16 A394T0 16 A394T0

0.75

Pull Off Number Net Width Deduct mm 0 0 0

0

U

Bolt Size mm

0.75

16 A394T0 16 A394T0

0.75

Diagonal Number Net Width Deduct mm 0 0 0

0

U

0.75 0.75

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

13 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Guy Pressures Guy Elevation m 46.2

Guy Location A B C D A B C D

68.35

z

qz

m 23.1000 23.1000 23.1000 23.1000 34.1750 34.1750 34.1750 34.1750

kPa 0.86 0.86 0.86 0.86 0.97 0.97 0.97 0.97

qz Ice kPa

Ice Thickness mm

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

1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 7/8 (2 ANT MW E)

Face Allow or Shield Leg D No

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 79.0000 - 0.0000

2

2

Clear Spacing mm 15

Width or Perimeter Diameter mm mm 15

Weight kglm 0.37

D

No

Ar (CfAe)

77.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

75.5000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

74.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

73.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

71.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

70.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

68.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

66.5000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

65.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

64.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

62.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

48.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

45.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

42.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

41.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

39.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

16.0000 - 0.0000

1

1

28

28

0.80

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Feed Line/Linear Appurtenances Section Areas Tower Section T1

Tower Elevation m 80.0000-78.3700

T2

78.3700-73.3600

T3

73.3600-70.0200

T4

70.0200-65.0100

T5

65.0100-60.0000

T6

60.0000-58.2000

T7

58.2000-56.4000

T8

56.4000-52.3200

T9

52.3200-48.2400

T10

48.2400-44.1600

T11

44.1600-40.0800

T12

40.0800-36.0000

T13

36.0000-34.0000

T14

34.0000-32.0000

T15

32.0000-30.0000

14 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Face

AR

AF

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

m2 0.000 0.000 0.000 0.019 0.000 0.000 0.000 0.337 0.000 0.000 0.000 0.510 0.000 0.000 0.000 1.025 0.000 0.000 0.000 1.269 0.000 0.000 0.000 0.477 0.000 0.000 0.000 0.477 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.151 0.000 0.000 0.000 1.244 0.000 0.000 0.000 1.367 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000

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

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

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

Weight kg 0.00 0.00 0.00 0.47 0.00 0.00 0.00 8.50 0.00 0.00 0.00 12.89 0.00 0.00 0.00 25.89 0.00 0.00 0.00 32.05 0.00 0.00 0.00 12.05 0.00 0.00 0.00 12.05 0.00 0.00 0.00 27.32 0.00 0.00 0.00 27.32 0.00 0.00 0.00 29.06 0.00 0.00 0.00 31.42 0.00 0.00 0.00 34.51 0.00 0.00 0.00 17.11 0.00 0.00 0.00 17.11 0.00 0.00

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Tower Section

Tower Elevation m

T16

30.0000-28.0000

T17

28.0000-24.0000

T18

24.0000-20.0000

T19

20.0000-16.0000

T20

16.0000-12.0000

T21

12.0000-8.0000

T22

8.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

15 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Face

AR

AF

C D A B C D 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 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.468 0.000 0.000 0.000 1.468 0.000 0.000 0.000 2.936

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

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

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

Weight kg 0.00 17.11 0.00 0.00 0.00 17.11 0.00 0.00 0.00 34.23 0.00 0.00 0.00 34.23 0.00 0.00 0.00 34.23 0.00 0.00 0.00 37.44 0.00 0.00 0.00 37.44 0.00 0.00 0.00 74.88

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 T21 T22

m 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

mm 6 32 63 82 170 201 230 252 252 263 154 166 152 166 181 194 221 250 276 314 336 415

CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

CPZ Ice mm 6 32 63 82 170 201 230 252 252 263 154 166 152 166 181 194 221 250 276 314 336 415

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

16 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

09:32:28 10/10/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

User Defined Loads Description

Elevation

CxMANTENIMIENTO

m 80.0000

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 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Description

Face or Leg

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

17 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

73.0000

No Ice

0.2000

0.0500

16.00

0.0000

73.0000

No Ice

0.2000

0.0500

16.00

0.0000

71.0000

No Ice

0.2000

0.0500

16.00

0.0000

71.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

64.0000

No Ice

0.2000

0.0500

16.00

0.0000

64.0000

No Ice

0.2000

0.0500

16.00

0.0000

62.0000

No Ice

0.2000

0.0500

16.00

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

09:32:28 10/10/13

Client

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

Face or Leg

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Description

18 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.30x1.50m (E)

D

From Leg

2 ANT TV 0.30x1.50m (E)

D

From Leg

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

62.0000

No Ice

0.2000

0.0500

16.00

0.0000

48.0000

No Ice

0.3000

0.1000

30.00

0.0000

54.0000

No Ice

0.3000

0.1000

30.00

0.0000

45.0000

No Ice

0.2400

0.0600

20.00

0.0000

45.0000

No Ice

0.2400

0.0600

20.00

0.0000

42.0000

No Ice

0.2400

0.0600

20.00

0.0000

42.0000

No Ice

0.2400

0.0600

20.00

0.0000

41.0000

No Ice

0.2400

0.0600

20.00

0.0000

41.0000

No Ice

0.2400

0.0600

20.00

0.0000

39.0000

No Ice

0.2400

0.0600

20.00

0.0000

39.0000

No Ice

0.2400

0.0600

20.00

Dishes Description

Face or Leg

Dish Type

Offset Type

8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)

A

Paraboloid w/o Radome

From Leg

B

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

° Worst

°

m 16.0000

m 2.4384

16.0000

2.4384

Worst

Aperture Area

Weight

No Ice

m2 4.6730

kg 113.85

No Ice

4.6730

113.85

Page

Job

RISATower

19 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Tower Pressures - No Ice GH = 1.096 Section Elevation

z

KZ

qz

AG

m 79.1850

1.803

kPa 1.23

m2 1.852

T2 78.3700-73.36 00

75.8650

1.781

1.21

5.693

T3 73.3600-70.02 00

71.6900

1.753

1.19

3.818

T4 70.0200-65.01 00

67.5150

1.723

1.17

5.728

T5 65.0100-60.00 00

62.5050

1.685

1.15

5.893

T6 60.0000-58.20 00

59.1000

1.659

1.13

2.433

T7 58.2000-56.40 00

57.3000

1.644

1.12

3.063

T8 56.4000-52.32 00

54.3600

1.619

1.10

7.655

T9 52.3200-48.24 00

50.2800

1.584

1.08

7.655

T10 48.2400-44.16 00

46.2000

1.546

1.05

7.655

T11 44.1600-40.08 00

42.1200

1.506

1.03

7.579

T12 40.0800-36.00 00

38.0400

1.462

1.00

7.579

T13 36.0000-34.00 00

35.0000

1.428

0.97

4.059

T14 34.0000-32.00

33.0000

1.404

0.96

4.692

m T1 80.0000-78.37 00

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

AF

AR

Aleg

m2 0.448 0.448 0.448 0.448 1.369 1.369 1.369 1.369 0.993 0.993 0.993 0.993 1.487 1.487 1.487 1.487 0.723 0.723 0.723 0.723 0.264 0.264 0.264 0.264 0.305 0.305 0.305 0.305 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 1.526 1.526 1.526 1.526 1.523 1.523 1.523 1.523 0.933 0.933 0.933 0.933 1.001 1.001

m2 0.000 0.000 0.000 0.019 0.000 0.000 0.000 0.337 0.000 0.000 0.000 0.510 0.000 0.000 0.000 1.025 0.000 0.000 0.000 1.269 0.000 0.000 0.000 0.477 0.000 0.000 0.000 0.477 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.151 0.000 0.000 0.000 1.244 0.000 0.000 0.000 1.367 0.000 0.000 0.000 0.678 0.000 0.000

m2 0.207

0.636

0.509

0.764

0.000

0.000

0.000

0.000

0.000

0.000

0.829

0.829

0.511

0.511

Leg %

46.22 46.22 46.22 44.38 46.49 46.49 46.49 37.31 51.26 51.26 51.26 33.86 51.35 51.35 51.35 30.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.31 54.31 54.31 29.93 54.43 54.43 54.43 28.69 54.80 54.80 54.80 31.74 51.05 51.05

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

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

Project

Client

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

m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

z

20 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

KZ

m

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

00 T15 32.0000-30.00 00

31.0000

1.379

0.94

5.325

T16 30.0000-28.00 00

29.0000

1.353

0.92

5.959

T17 28.0000-24.00 00

26.0000

1.312

0.89

13.817

T18 24.0000-20.00 00

22.0000

1.251

0.85

16.349

T19 20.0000-16.00 00

18.0000

1.181

0.80

18.883

T20 16.0000-12.00 00

14.0000

1.099

0.75

21.417

T21 12.0000-8.000 0

10.0000

1

0.68

23.949

T22 8.0000-0.0000

4.0000

1

0.68

55.513

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

AF

AR

Aleg

m2 1.001 1.001 1.053 1.053 1.053 1.053 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357

m2 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.468 0.000 0.000 0.000 1.468 0.000 0.000 0.000 2.936

m2

Leg %

51.05 30.44 48.52 48.52 48.52 29.53 46.18 46.18 46.18 28.64 45.12 45.12 45.12 28.23 42.75 42.75 42.75 27.29 40.54 40.54 40.54 26.37 37.45 37.45 37.45 24.35 35.54 35.54 35.54 23.53 38.17 38.17 38.17 24.65

0.511

0.511

1.022

1.022

1.022

1.022

1.022

2.045

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

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

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

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

Tower Pressure - Service GH = 1.096 Section Elevation

z

KZ

qz

AG

m 79.1850

1.803

kPa 0.31

m2 1.852

T2 78.3700-73.36 00

75.8650

1.781

0.30

5.693

T3 73.3600-70.02 00

71.6900

1.753

0.30

3.818

T4

67.5150

1.723

0.29

5.728

m T1 80.0000-78.37 00

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

AF

AR

Aleg

m2 0.448 0.448 0.448 0.448 1.369 1.369 1.369 1.369 0.993 0.993 0.993 0.993 1.487

m2 0.000 0.000 0.000 0.019 0.000 0.000 0.000 0.337 0.000 0.000 0.000 0.510 0.000

m2 0.207

0.636

0.509

0.764

Leg %

46.22 46.22 46.22 44.38 46.49 46.49 46.49 37.31 51.26 51.26 51.26 33.86 51.35

Project

Client

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

m 70.0200-65.01 00

m

KZ

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

z

21 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T5 65.0100-60.00 00

62.5050

1.685

0.29

5.893

T6 60.0000-58.20 00

59.1000

1.659

0.28

2.433

T7 58.2000-56.40 00

57.3000

1.644

0.28

3.063

T8 56.4000-52.32 00

54.3600

1.619

0.28

7.655

T9 52.3200-48.24 00

50.2800

1.584

0.27

7.655

T10 48.2400-44.16 00

46.2000

1.546

0.26

7.655

T11 44.1600-40.08 00

42.1200

1.506

0.26

7.579

T12 40.0800-36.00 00

38.0400

1.462

0.25

7.579

T13 36.0000-34.00 00

35.0000

1.428

0.24

4.059

T14 34.0000-32.00 00

33.0000

1.404

0.24

4.692

T15 32.0000-30.00 00

31.0000

1.379

0.23

5.325

T16 30.0000-28.00 00

29.0000

1.353

0.23

5.959

T17 28.0000-24.00 00

26.0000

1.312

0.22

13.817

T18 24.0000-20.00 00

22.0000

1.251

0.21

16.349

T19

18.0000

1.181

0.20

18.883

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 1.487 1.487 1.487 0.723 0.723 0.723 0.723 0.264 0.264 0.264 0.264 0.305 0.305 0.305 0.305 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 1.526 1.526 1.526 1.526 1.523 1.523 1.523 1.523 0.933 0.933 0.933 0.933 1.001 1.001 1.001 1.001 1.053 1.053 1.053 1.053 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522

m2 0.000 0.000 1.025 0.000 0.000 0.000 1.269 0.000 0.000 0.000 0.477 0.000 0.000 0.000 0.477 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.151 0.000 0.000 0.000 1.244 0.000 0.000 0.000 1.367 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000

m2

0.000

0.000

0.000

0.000

0.000

0.000

0.829

0.829

0.511

0.511

0.511

0.511

1.022

1.022

1.022

Leg %

51.35 51.35 30.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.31 54.31 54.31 29.93 54.43 54.43 54.43 28.69 54.80 54.80 54.80 31.74 51.05 51.05 51.05 30.44 48.52 48.52 48.52 29.53 46.18 46.18 46.18 28.64 45.12 45.12 45.12 28.23 42.75 42.75 42.75 27.29 40.54

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

09:32:28 10/10/13 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

m

09:32:28 10/10/13

Client

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

m 20.0000-16.00 00

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

z

22 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

KZ

qz

AG

kPa

m2

T20 16.0000-12.00 00

14.0000

1.099

0.19

21.417

T21 12.0000-8.000 0

10.0000

1

0.17

23.949

T22 8.0000-0.0000

4.0000

1

0.17

55.513

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

AF

AR

Aleg

m2 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357

m2 0.000 0.000 1.355 0.000 0.000 0.000 1.468 0.000 0.000 0.000 1.468 0.000 0.000 0.000 2.936

m2

Leg %

1.022

1.022

2.045

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

40.54 40.54 26.37 37.45 37.45 37.45 24.35 35.54 35.54 35.54 23.53 38.17 38.17 38.17 24.65

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

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

Add Weight

m

kg

Self Weight

T1 80.0000-78.37 00

0.47

kg 168.27

T2 78.3700-73.36 00

8.50

513.49

T3 73.3600-70.02 00

12.89

367.69

T4 70.0200-65.01 00

25.89

551.54

T5 65.0100-60.00 00

32.05

770.74

T6 60.0000-58.20 00

12.05

279.03

T7 58.2000-56.40 00

12.05

296.13

T8 56.4000-52.32 00

27.32

671.63

T9 52.3200-48.24 00

27.32

671.63

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

e

0.242 0.242 0.242 0.252 0.24 0.24 0.24 0.3 0.26 0.26 0.26 0.394 0.26 0.26 0.26 0.439 0.123 0.123 0.123 0.338 0.108 0.108 0.108 0.305 0.1 0.1 0.1 0.256 0.092 0.092 0.092 0.233 0.092 0.092 0.092

CF

2.807 2.807 2.807 2.768 2.813 2.813 2.813 2.592 2.736 2.736 2.736 2.297 2.738 2.738 2.738 2.182 3.336 3.336 3.336 2.462 3.408 3.408 3.408 2.574 3.452 3.452 3.452 2.754 3.491 3.491 3.491 2.841 3.491 3.491 3.491

RR

0.6 0.6 0.6 0.602 0.599 0.599 0.599 0.616 0.604 0.604 0.604 0.649 0.604 0.604 0.604 0.668 0.578 0.578 0.578 0.628 0.576 0.576 0.576 0.617 0.575 0.575 0.575 0.603 0.574 0.574 0.574 0.598 0.574 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

AE

F

w

Ctrl. Face

m2 0.448 0.448 0.448 0.459 1.369 1.369 1.369 1.576 0.993 0.993 0.993 1.324 1.487 1.487 1.487 2.172 0.723 0.723 0.723 1.521 0.264 0.264 0.264 0.558 0.305 0.305 0.305 0.593 0.705 0.705 0.705 1.351 0.705 0.705 0.705

kg 174.54

kglm 107.08

D

554.17

110.61

D

406.14

121.60

D

621.86

124.12

D

480.74

95.96

D

181.54

100.85

D

204.58

113.65

D

473.58

116.07

D

463.14

113.51

D

RISATower I. P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

T10 48.2400-44.16 00

29.06

671.63

T11 44.1600-40.08 00

31.42

669.15

T12 40.0800-36.00 00

34.51

669.15

T13 36.0000-34.00 00

17.11

413.52

T14 34.0000-32.00 00

17.11

445.01

T15 32.0000-30.00 00

17.11

467.06

T16 30.0000-28.00 00

17.11

489.78

T17 28.0000-24.00 00

34.23

863.35

T18 24.0000-20.00 00

34.23

914.54

T19 20.0000-16.00 00

34.23

967.71

T20 16.0000-12.00 00

37.44

1060.16

T21 12.0000-8.000 0

37.44

1120.86

T22 8.0000-0.0000

74.88

2262.63

Sum Weight:

574.45

15304.71

23 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

Page

Job

09:32:28 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.233 0.092 0.092 0.092 0.242 0.201 0.201 0.201 0.366 0.201 0.201 0.201 0.381 0.23 0.23 0.23 0.397 0.213 0.213 0.213 0.358 0.198 0.198 0.198 0.325 0.186 0.186 0.186 0.3 0.164 0.164 0.164 0.262 0.146 0.146 0.146 0.229 0.134 0.134 0.134 0.205 0.127 0.127 0.127 0.196 0.12 0.12 0.12 0.181 0.097 0.097 0.097 0.149

CF

RR

2.841 3.491 3.491 3.491 2.805 2.974 2.974 2.974 2.378 2.976 2.976 2.976 2.332 2.855 2.855 2.855 2.289 2.923 2.923 2.923 2.401 2.989 2.989 2.989 2.505 3.042 3.042 3.042 2.592 3.14 3.14 3.14 2.729 3.223 3.223 3.223 2.858 3.283 3.283 3.283 2.957 3.313 3.313 3.313 2.997 3.349 3.349 3.349 3.061 3.468 3.468 3.468 3.208

0.598 0.574 0.574 0.574 0.6 0.591 0.591 0.591 0.638 0.591 0.591 0.591 0.644 0.597 0.597 0.597 0.65 0.593 0.593 0.593 0.635 0.59 0.59 0.59 0.624 0.588 0.588 0.588 0.616 0.584 0.584 0.584 0.605 0.581 0.581 0.581 0.597 0.579 0.579 0.579 0.592 0.578 0.578 0.578 0.59 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.581

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

m2 1.351 0.705 0.705 0.705 1.395 1.526 1.526 1.526 2.320 1.523 1.523 1.523 2.403 0.933 0.933 0.933 1.374 1.001 1.001 1.001 1.432 1.053 1.053 1.053 1.476 1.107 1.107 1.107 1.524 2.266 2.266 2.266 3.086 2.391 2.391 2.391 3.200 2.522 2.522 2.522 3.324 2.730 2.730 2.730 3.596 2.877 2.877 2.877 3.738 5.357 5.357 5.357 7.064

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

460.79

112.94

D

632.75

155.08

D

624.34

153.03

D

341.94

170.97

D

367.70

183.85

D

388.50

194.25

D

407.23

203.61

D

841.27

210.32

D

871.32

217.83

D

884.14

221.04

D

902.25

225.56

D

871.74

217.94

D

1726.24

215.78

D

12880.50

Tower Forces - No Ice - Wind 45 To Face

RISATower I. P. DOLMEN S.A.

Section Elevation

Add Weight

m

kg

Self Weight

T1 80.0000-78.37 00

0.47

kg 168.27

T2 78.3700-73.36 00

8.50

513.49

T3 73.3600-70.02 00

12.89

367.69

T4 70.0200-65.01 00

25.89

551.54

T5 65.0100-60.00 00

32.05

770.74

T6 60.0000-58.20 00

12.05

279.03

T7 58.2000-56.40 00

12.05

296.13

T8 56.4000-52.32 00

27.32

671.63

T9 52.3200-48.24 00

27.32

671.63

T10 48.2400-44.16 00

29.06

671.63

T11 44.1600-40.08 00

31.42

669.15

T12 40.0800-36.00 00

34.51

669.15

T13 36.0000-34.00 00

17.11

413.52

T14 34.0000-32.00 00

17.11

445.01

T15 32.0000-30.00 00

17.11

467.06

24 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

Page

Job

09:32:28 10/10/13

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

e

0.242 0.242 0.242 0.252 0.24 0.24 0.24 0.3 0.26 0.26 0.26 0.394 0.26 0.26 0.26 0.439 0.123 0.123 0.123 0.338 0.108 0.108 0.108 0.305 0.1 0.1 0.1 0.256 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.242 0.201 0.201 0.201 0.366 0.201 0.201 0.201 0.381 0.23 0.23 0.23 0.397 0.213 0.213 0.213 0.358 0.198 0.198 0.198

CF

2.807 2.807 2.807 2.768 2.813 2.813 2.813 2.592 2.736 2.736 2.736 2.297 2.738 2.738 2.738 2.182 3.336 3.336 3.336 2.462 3.408 3.408 3.408 2.574 3.452 3.452 3.452 2.754 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.805 2.974 2.974 2.974 2.378 2.976 2.976 2.976 2.332 2.855 2.855 2.855 2.289 2.923 2.923 2.923 2.401 2.989 2.989 2.989

RR

0.6 0.6 0.6 0.602 0.599 0.599 0.599 0.616 0.604 0.604 0.604 0.649 0.604 0.604 0.604 0.668 0.578 0.578 0.578 0.628 0.576 0.576 0.576 0.617 0.575 0.575 0.575 0.603 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.6 0.591 0.591 0.591 0.638 0.591 0.591 0.591 0.644 0.597 0.597 0.597 0.65 0.593 0.593 0.593 0.635 0.59 0.59 0.59

DF

1.181 1.181 1.181 1.189 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.192 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.182 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148

DR

1.181 1.181 1.181 1.189 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.192 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.182 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 0.529 0.529 0.529 0.546 1.615 1.615 1.615 1.891 1.187 1.187 1.187 1.589 1.776 1.776 1.776 2.606 0.790 0.790 0.790 1.825 0.285 0.285 0.285 0.670 0.328 0.328 0.328 0.707 0.753 0.753 0.753 1.588 0.753 0.753 0.753 1.588 0.753 0.753 0.753 1.649 1.757 1.757 1.757 2.784 1.753 1.753 1.753 2.884 1.094 1.094 1.094 1.648 1.162 1.162 1.162 1.718 1.210 1.210 1.210

kg 207.51

kglm 127.31

D

665.00

132.74

D

487.37

145.92

D

746.23

148.95

D

576.89

115.15

D

217.84

121.02

D

243.78

135.43

D

556.47

136.39

D

544.20

133.38

D

544.55

133.47

D

759.29

186.10

D

749.21

183.63

D

410.33

205.17

D

441.24

220.62

D

466.20

233.10

D

RISATower

Page

Job

25 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

Section Elevation

Add Weight

Self Weight

m

kg

kg

T16 30.0000-28.00 00

17.11

489.78

T17 28.0000-24.00 00

34.23

863.35

T18 24.0000-20.00 00

34.23

914.54

T19 20.0000-16.00 00

34.23

967.71

T20 16.0000-12.00 00

37.44

1060.16

T21 12.0000-8.000 0

37.44

1120.86

T22 8.0000-0.0000

74.88

2262.63

Sum Weight:

574.45

15304.71

09:32:28 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.325 0.186 0.186 0.186 0.3 0.164 0.164 0.164 0.262 0.146 0.146 0.146 0.229 0.134 0.134 0.134 0.205 0.127 0.127 0.127 0.196 0.12 0.12 0.12 0.181 0.097 0.097 0.097 0.149

CF

RR

DF

DR

2.505 3.042 3.042 3.042 2.592 3.14 3.14 3.14 2.729 3.223 3.223 3.223 2.858 3.283 3.283 3.283 2.957 3.313 3.313 3.313 2.997 3.349 3.349 3.349 3.061 3.468 3.468 3.468 3.208

0.624 0.588 0.588 0.588 0.616 0.584 0.584 0.584 0.605 0.581 0.581 0.581 0.597 0.579 0.579 0.579 0.592 0.578 0.578 0.578 0.59 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.581

1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.197 1.11 1.11 1.11 1.172 1.1 1.1 1.1 1.154 1.096 1.096 1.096 1.147 1.09 1.09 1.09 1.136 1.072 1.072 1.072 1.112

1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.197 1.11 1.11 1.11 1.172 1.1 1.1 1.1 1.154 1.096 1.096 1.096 1.147 1.09 1.09 1.09 1.136 1.072 1.072 1.072 1.112

AE

F

w

m2 1.772 1.261 1.261 1.261 1.829 2.544 2.544 2.544 3.692 2.654 2.654 2.654 3.750 2.775 2.775 2.775 3.835 2.991 2.991 2.991 4.124 3.136 3.136 3.136 4.247 5.745 5.745 5.745 7.856

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

488.68

244.34

D

1006.62

251.66

D

1021.09

255.27

D

1020.30

255.08

D

1034.89

258.72

D

990.36

247.59

D

1919.66

239.96

D

15097.73

Tower Forces - Service - Wind Normal To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 80.0000-78.37 00

0.47

kg 168.27

T2 78.3700-73.36 00

8.50

513.49

T3 73.3600-70.02 00

12.89

367.69

T4 70.0200-65.01 00

25.89

551.54

T5 65.0100-60.00 00

32.05

770.74

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

e

0.242 0.242 0.242 0.252 0.24 0.24 0.24 0.3 0.26 0.26 0.26 0.394 0.26 0.26 0.26 0.439 0.123 0.123 0.123

CF

RR

2.807 2.807 2.807 2.768 2.813 2.813 2.813 2.592 2.736 2.736 2.736 2.297 2.738 2.738 2.738 2.182 3.336 3.336 3.336

0.6 0.6 0.6 0.602 0.599 0.599 0.599 0.616 0.604 0.604 0.604 0.649 0.604 0.604 0.604 0.668 0.578 0.578 0.578

DF

DR

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

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

AE

F

w

Ctrl. Face

m2 0.448 0.448 0.448 0.459 1.369 1.369 1.369 1.576 0.993 0.993 0.993 1.324 1.487 1.487 1.487 2.172 0.723 0.723 0.723

kg 43.64

kglm 26.77

D

138.54

27.65

D

101.53

30.40

D

155.46

31.03

D

120.19

23.99

D

RISATower I. P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

T6 60.0000-58.20 00

12.05

279.03

T7 58.2000-56.40 00

12.05

296.13

T8 56.4000-52.32 00

27.32

671.63

T9 52.3200-48.24 00

27.32

671.63

T10 48.2400-44.16 00

29.06

671.63

T11 44.1600-40.08 00

31.42

669.15

T12 40.0800-36.00 00

34.51

669.15

T13 36.0000-34.00 00

17.11

413.52

T14 34.0000-32.00 00

17.11

445.01

T15 32.0000-30.00 00

17.11

467.06

T16 30.0000-28.00 00

17.11

489.78

T17 28.0000-24.00 00

34.23

863.35

T18 24.0000-20.00 00

34.23

914.54

T19 20.0000-16.00 00

34.23

967.71

T20 16.0000-12.00 00

37.44

1060.16

26 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

Page

Job

09:32:28 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.338 0.108 0.108 0.108 0.305 0.1 0.1 0.1 0.256 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.242 0.201 0.201 0.201 0.366 0.201 0.201 0.201 0.381 0.23 0.23 0.23 0.397 0.213 0.213 0.213 0.358 0.198 0.198 0.198 0.325 0.186 0.186 0.186 0.3 0.164 0.164 0.164 0.262 0.146 0.146 0.146 0.229 0.134 0.134 0.134 0.205 0.127 0.127 0.127

CF

RR

2.462 3.408 3.408 3.408 2.574 3.452 3.452 3.452 2.754 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.805 2.974 2.974 2.974 2.378 2.976 2.976 2.976 2.332 2.855 2.855 2.855 2.289 2.923 2.923 2.923 2.401 2.989 2.989 2.989 2.505 3.042 3.042 3.042 2.592 3.14 3.14 3.14 2.729 3.223 3.223 3.223 2.858 3.283 3.283 3.283 2.957 3.313 3.313 3.313

0.628 0.576 0.576 0.576 0.617 0.575 0.575 0.575 0.603 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.6 0.591 0.591 0.591 0.638 0.591 0.591 0.591 0.644 0.597 0.597 0.597 0.65 0.593 0.593 0.593 0.635 0.59 0.59 0.59 0.624 0.588 0.588 0.588 0.616 0.584 0.584 0.584 0.605 0.581 0.581 0.581 0.597 0.579 0.579 0.579 0.592 0.578 0.578 0.578

DF

DR

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

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

AE

F

w

m2 1.521 0.264 0.264 0.264 0.558 0.305 0.305 0.305 0.593 0.705 0.705 0.705 1.351 0.705 0.705 0.705 1.351 0.705 0.705 0.705 1.395 1.526 1.526 1.526 2.320 1.523 1.523 1.523 2.403 0.933 0.933 0.933 1.374 1.001 1.001 1.001 1.432 1.053 1.053 1.053 1.476 1.107 1.107 1.107 1.524 2.266 2.266 2.266 3.086 2.391 2.391 2.391 3.200 2.522 2.522 2.522 3.324 2.730 2.730 2.730

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

45.38

25.21

D

51.14

28.41

D

118.39

29.02

D

115.78

28.38

D

115.20

28.23

D

158.19

38.77

D

156.09

38.26

D

85.49

42.74

D

91.93

45.96

D

97.12

48.56

D

101.81

50.90

D

210.32

52.58

D

217.83

54.46

D

221.04

55.26

D

225.56

56.39

D

Project

m

kg

kg

09:32:28 10/10/13

Client

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

Self Weight

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Add Weight

27 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

T21 12.0000-8.000 0

37.44

1120.86

T22 8.0000-0.0000

74.88

2262.63

Sum Weight:

574.45

15304.71

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

e

0.196 0.12 0.12 0.12 0.181 0.097 0.097 0.097 0.149

CF

RR

2.997 3.349 3.349 3.349 3.061 3.468 3.468 3.468 3.208

0.59 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.581

DF

DR

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1

AE

F

w

m2 3.596 2.877 2.877 2.877 3.738 5.357 5.357 5.357 7.064

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

217.94

54.48

D

431.56

53.94

D

3220.12

Tower Forces - Service - Wind 45 To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 80.0000-78.37 00

0.47

kg 168.27

T2 78.3700-73.36 00

8.50

513.49

T3 73.3600-70.02 00

12.89

367.69

T4 70.0200-65.01 00

25.89

551.54

T5 65.0100-60.00 00

32.05

770.74

T6 60.0000-58.20 00

12.05

279.03

T7 58.2000-56.40 00

12.05

296.13

T8 56.4000-52.32 00

27.32

671.63

T9 52.3200-48.24 00

27.32

671.63

T10 48.2400-44.16 00

29.06

671.63

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

e

0.242 0.242 0.242 0.252 0.24 0.24 0.24 0.3 0.26 0.26 0.26 0.394 0.26 0.26 0.26 0.439 0.123 0.123 0.123 0.338 0.108 0.108 0.108 0.305 0.1 0.1 0.1 0.256 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.233 0.092 0.092 0.092

CF

RR

DF

DR

2.807 2.807 2.807 2.768 2.813 2.813 2.813 2.592 2.736 2.736 2.736 2.297 2.738 2.738 2.738 2.182 3.336 3.336 3.336 2.462 3.408 3.408 3.408 2.574 3.452 3.452 3.452 2.754 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.841 3.491 3.491 3.491

0.6 0.6 0.6 0.602 0.599 0.599 0.599 0.616 0.604 0.604 0.604 0.649 0.604 0.604 0.604 0.668 0.578 0.578 0.578 0.628 0.576 0.576 0.576 0.617 0.575 0.575 0.575 0.603 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.598 0.574 0.574 0.574

1.181 1.181 1.181 1.189 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.192 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.175 1.069 1.069 1.069

1.181 1.181 1.181 1.189 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.192 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.175 1.069 1.069 1.069

AE

F

w

Ctrl. Face

m2 0.529 0.529 0.529 0.546 1.615 1.615 1.615 1.891 1.187 1.187 1.187 1.589 1.776 1.776 1.776 2.606 0.790 0.790 0.790 1.825 0.285 0.285 0.285 0.670 0.328 0.328 0.328 0.707 0.753 0.753 0.753 1.588 0.753 0.753 0.753 1.588 0.753 0.753 0.753

kg 51.88

kglm 31.83

D

166.25

33.18

D

121.84

36.48

D

186.56

37.24

D

144.22

28.79

D

54.46

30.26

D

60.95

33.86

D

139.12

34.10

D

136.05

33.35

D

136.14

33.37

D

RISATower I. P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

T11 44.1600-40.08 00

31.42

669.15

T12 40.0800-36.00 00

34.51

669.15

T13 36.0000-34.00 00

17.11

413.52

T14 34.0000-32.00 00

17.11

445.01

T15 32.0000-30.00 00

17.11

467.06

T16 30.0000-28.00 00

17.11

489.78

T17 28.0000-24.00 00

34.23

863.35

T18 24.0000-20.00 00

34.23

914.54

T19 20.0000-16.00 00

34.23

967.71

T20 16.0000-12.00 00

37.44

1060.16

T21 12.0000-8.000 0

37.44

1120.86

T22 8.0000-0.0000

74.88

2262.63

Sum Weight:

574.45

15304.71

28 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

Page

Job

09:32:28 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.242 0.201 0.201 0.201 0.366 0.201 0.201 0.201 0.381 0.23 0.23 0.23 0.397 0.213 0.213 0.213 0.358 0.198 0.198 0.198 0.325 0.186 0.186 0.186 0.3 0.164 0.164 0.164 0.262 0.146 0.146 0.146 0.229 0.134 0.134 0.134 0.205 0.127 0.127 0.127 0.196 0.12 0.12 0.12 0.181 0.097 0.097 0.097 0.149

CF

RR

DF

DR

2.805 2.974 2.974 2.974 2.378 2.976 2.976 2.976 2.332 2.855 2.855 2.855 2.289 2.923 2.923 2.923 2.401 2.989 2.989 2.989 2.505 3.042 3.042 3.042 2.592 3.14 3.14 3.14 2.729 3.223 3.223 3.223 2.858 3.283 3.283 3.283 2.957 3.313 3.313 3.313 2.997 3.349 3.349 3.349 3.061 3.468 3.468 3.468 3.208

0.6 0.591 0.591 0.591 0.638 0.591 0.591 0.591 0.644 0.597 0.597 0.597 0.65 0.593 0.593 0.593 0.635 0.59 0.59 0.59 0.624 0.588 0.588 0.588 0.616 0.584 0.584 0.584 0.605 0.581 0.581 0.581 0.597 0.579 0.579 0.579 0.592 0.578 0.578 0.578 0.59 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.581

1.182 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.197 1.11 1.11 1.11 1.172 1.1 1.1 1.1 1.154 1.096 1.096 1.096 1.147 1.09 1.09 1.09 1.136 1.072 1.072 1.072 1.112

1.182 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.197 1.11 1.11 1.11 1.172 1.1 1.1 1.1 1.154 1.096 1.096 1.096 1.147 1.09 1.09 1.09 1.136 1.072 1.072 1.072 1.112

AE

F

w

m2 1.649 1.757 1.757 1.757 2.784 1.753 1.753 1.753 2.884 1.094 1.094 1.094 1.648 1.162 1.162 1.162 1.718 1.210 1.210 1.210 1.772 1.261 1.261 1.261 1.829 2.544 2.544 2.544 3.692 2.654 2.654 2.654 3.750 2.775 2.775 2.775 3.835 2.991 2.991 2.991 4.124 3.136 3.136 3.136 4.247 5.745 5.745 5.745 7.856

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

189.82

46.53

D

187.30

45.91

D

102.58

51.29

D

110.31

55.16

D

116.55

58.27

D

122.17

61.08

D

251.66

62.91

D

255.27

63.82

D

255.08

63.77

D

258.72

64.68

D

247.59

61.90

D

479.92

59.99

D

3774.43

Mast Vectors - No Ice Section No.

Section Elevation m

Wind Azimuth °

Directionality

F

Vx

Vz

OTMx

OTMz

Torque

kg

kg

kg

kg-m

kg-m

kg-m

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. T1

Section Elevation m 80.0000-78.3700

T2

78.3700-73.3600

T3

73.3600-70.0200

T4

70.0200-65.0100

T5

65.0100-60.0000

T6

60.0000-58.2000

T7

58.2000-56.4000

T8

56.4000-52.3200

T9

52.3200-48.2400

T10

48.2400-44.1600

T11

44.1600-40.0800

T12

40.0800-36.0000

T13

36.0000-34.0000

T14

34.0000-32.0000

T15

32.0000-30.0000

T16

30.0000-28.0000

T17

28.0000-24.0000

T18

24.0000-20.0000

T19

20.0000-16.0000

T20

16.0000-12.0000

T21

12.0000-8.0000

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 0 45 90 0

Page

Job

29 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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 Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal

F kg 174.54 207.51 174.54 554.17 665.00 554.17 406.14 487.37 406.14 621.86 746.23 621.86 480.74 576.89 480.74 181.54 217.84 181.54 204.58 243.78 204.58 473.58 556.47 473.58 463.14 544.20 463.14 460.79 544.55 460.79 632.75 759.29 632.75 624.34 749.21 624.34 341.94 410.33 341.94 367.70 441.24 367.70 388.50 466.20 388.50 407.23 488.68 407.23 841.27 1006.62 841.27 871.32 1021.09 871.32 884.14 1020.30 884.14 902.25 1034.89 902.25 871.74

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Vx

Vz

OTMx

OTMz

Torque

kg

kg -174.54 -146.73 0.00 -554.17 -470.23 0.00 -406.14 -344.62 0.00 -621.86 -527.67 0.00 -480.74 -407.92 0.00 -181.54 -154.04 0.00 -204.58 -172.38 0.00 -473.58 -393.48 0.00 -463.14 -384.81 0.00 -460.79 -385.06 0.00 -632.75 -536.90 0.00 -624.34 -529.77 0.00 -341.94 -290.15 0.00 -367.70 -312.01 0.00 -388.50 -329.65 0.00 -407.23 -345.55 0.00 -841.27 -711.79 0.00 -871.32 -722.02 0.00 -884.14 -721.46 0.00 -902.25 -731.78 0.00 -871.74

kg-m -13821 -11619 0 -42037 -35669 5 -29109 -24699 7 -41970 -35611 14 -30031 -25479 18 -10721 -9096 8 -11712 -9867 10 -25719 -21365 25 -23262 -19323 25 -21262 -17763 26 -26623 -22586 29 -23719 -20121 31 -11951 -10138 17 -12115 -10277 20 -12021 -10197 22 -11785 -9996 25 -21815 -18448 58 -19100 -15815 69 -15835 -12906 80 -12532 -10146 99 -8606

kg-m

kg-m

0.00 146.73 174.54 0.00 470.23 554.17 0.00 344.62 406.14 0.00 527.67 621.86 0.00 407.92 480.74 0.00 154.04 181.54 0.00 172.38 204.58 0.00 393.48 473.58 0.00 384.81 463.14 0.00 385.06 460.79 0.00 536.90 632.75 0.00 529.77 624.34 0.00 290.15 341.94 0.00 312.01 367.70 0.00 329.65 388.50 0.00 345.55 407.23 0.00 711.79 841.27 0.00 722.02 871.32 0.00 721.46 884.14 0.00 731.78 902.25 0.00

0 -11619 -13821 0 -35674 -42042 0 -24706 -29116 0 -35625 -41985 0 -25497 -30049 0 -9104 -10729 0 -9877 -11722 0 -21390 -25744 0 -19348 -23286 0 -17790 -21288 0 -22614 -26651 0 -20153 -23750 0 -10155 -11968 0 -10296 -12134 0 -10219 -12043 0 -10021 -11810 0 -18507 -21873 0 -15884 -19169 0 -12986 -15915 0 -10245 -12632 0

0 1 1 0 15 18 0 22 26 0 43 51 0 69 82 0 31 36 0 40 47 0 99 119 0 97 117 0 101 121 0 82 97 0 88 104 0 44 52 0 52 61 0 60 70 0 67 79 0 157 186 0 181 218 0 199 244 0 230 283 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.

Section No.

Section Elevation m

T22

8.0000-0.0000

Wind Azimuth ° 45 90 0 45 90

Page

Job

30 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Directionality

F

Vx

kg 990.36 871.74 1726.24 1919.66 1726.24

Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

kg 700.29 871.74 0.00 1357.41 1726.24

Vz kg -700.29 0.00 -1726.24 -1357.41 0.00

OTMx

OTMz

kg-m -6892 111 -6647 -5172 258

kg-m -7003 -8717 0 -5430 -6905

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Torque kg-m 235 293 0 563 716

Mast Totals - No Ice Wind Azimuth °

Vx kg

0 45 90

0.00 10675.71 12880.50

Vz kg -12880.50 -10675.71 0.00

OTMx

OTMz

Torque

kg-m -432393 -363186 957

kg-m

kg-m

0 -364143 -433349

0 2476 3021

Mast Vectors - Service Section No. T1

Section Elevation m 80.0000-78.3700

T2

78.3700-73.3600

T3

73.3600-70.0200

T4

70.0200-65.0100

T5

65.0100-60.0000

T6

60.0000-58.2000

T7

58.2000-56.4000

T8

56.4000-52.3200

T9

52.3200-48.2400

T10

48.2400-44.1600

T11

44.1600-40.0800

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

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

F

Vx

Vz

OTMx

OTMz

Torque

kg 43.64 51.88 43.64 138.54 166.25 138.54 101.53 121.84 101.53 155.46 186.56 155.46 120.19 144.22 120.19 45.38 54.46 45.38 51.14 60.95 51.14 118.39 139.12 118.39 115.78 136.05 115.78 115.20 136.14 115.20 158.19 189.82

kg

kg -43.64 -36.68 0.00 -138.54 -117.56 0.00 -101.53 -86.15 0.00 -155.46 -131.92 0.00 -120.19 -101.98 0.00 -45.38 -38.51 0.00 -51.14 -43.09 0.00 -118.39 -98.37 0.00 -115.78 -96.20 0.00 -115.20 -96.26 0.00 -158.19 -134.23

kg-m -3455 -2904 0 -10506 -8914 5 -7272 -6169 7 -10482 -8892 14 -7494 -6356 18 -2674 -2268 8 -2921 -2459 10 -6411 -5323 25 -5797 -4812 25 -5296 -4421 26 -6634 -5625

kg-m

kg-m

0.00 36.68 43.64 0.00 117.56 138.54 0.00 86.15 101.53 0.00 131.92 155.46 0.00 101.98 120.19 0.00 38.51 45.38 0.00 43.09 51.14 0.00 98.37 118.39 0.00 96.20 115.78 0.00 96.26 115.20 0.00 134.23

0 -2905 -3455 0 -8918 -10511 0 -6176 -7279 0 -8906 -10496 0 -6374 -7512 0 -2276 -2682 0 -2469 -2931 0 -5347 -6436 0 -4837 -5822 0 -4447 -5322 0 -5654

0 0 0 0 4 4 0 5 6 0 11 13 0 17 20 0 8 9 0 10 12 0 25 30 0 24 29 0 25 30 0 21

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T12

40.0800-36.0000

T13

36.0000-34.0000

T14

34.0000-32.0000

T15

32.0000-30.0000

T16

30.0000-28.0000

T17

28.0000-24.0000

T18

24.0000-20.0000

T19

20.0000-16.0000

T20

16.0000-12.0000

T21

12.0000-8.0000

T22

8.0000-0.0000

09:32:28 10/10/13

Client

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

Section Elevation m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section No.

31 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

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

F

Vx

Vz

OTMx

OTMz

kg 158.19 156.09 187.30 156.09 85.49 102.58 85.49 91.93 110.31 91.93 97.12 116.55 97.12 101.81 122.17 101.81 210.32 251.66 210.32 217.83 255.27 217.83 221.04 255.08 221.04 225.56 258.72 225.56 217.94 247.59 217.94 431.56 479.92 431.56

kg 158.19 0.00 132.44 156.09 0.00 72.54 85.49 0.00 78.00 91.93 0.00 82.41 97.12 0.00 86.39 101.81 0.00 177.95 210.32 0.00 180.50 217.83 0.00 180.37 221.04 0.00 182.95 225.56 0.00 175.07 217.94 0.00 339.35 431.56

kg

kg-m

kg-m -6663 0 -5038 -5938 0 -2539 -2992 0 -2574 -3034 0 -2555 -3011 0 -2505 -2952 0 -4627 -5468 0 -3971 -4792 0 -3247 -3979 0 -2561 -3158 0 -1751 -2179 0 -1357 -1726

0.00 -156.09 -132.44 0.00 -85.49 -72.54 0.00 -91.93 -78.00 0.00 -97.12 -82.41 0.00 -101.81 -86.39 0.00 -210.32 -177.95 0.00 -217.83 -180.50 0.00 -221.04 -180.37 0.00 -225.56 -182.95 0.00 -217.94 -175.07 0.00 -431.56 -339.35 0.00

29 -5906 -5007 31 -2975 -2522 17 -3014 -2554 20 -2989 -2532 22 -2927 -2480 25 -5410 -4568 58 -4723 -3902 69 -3899 -3167 80 -3059 -2462 99 -2068 -1640 111 -1469 -1100 258

Designed by

Ing. C. Londoño M.

Torque kg-m

Mast Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -3220.12 -2668.93 0.00

kg-m -107381 -90079 957

kg-m

kg-m

0.00 2668.93 3220.12

0 -91036 -108337

0 619 755

Discrete Appurtenance Pressures - No Ice Description

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m

Aiming Azimuth ° 270.0000 0.0000 90.0000

Weight kg 16.00 16.00 16.00

Offsetx

Offsetz

m -0.5500 0.0000 0.5500

m 0.0000 -0.5500 0.0000

z m 79.0000 79.0000 79.0000

Kz 1.802 1.802 1.802

qz kPa 1.23 1.23 1.23

GH = 1.096

CAAC Front m2 0.2000 0.2000 0.2000

CAAC Side m2 0.0500 0.0500 0.0500

24 0 22 26 0 11 13 0 13 15 0 15 18 0 17 20 0 39 46 0 45 54 0 50 61 0 57 71 0 59 73 0 141 179

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

09:32:28 10/10/13

Client

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

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Description

32 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 Sum Weight:

Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 732.00

Offsetx

Offsetz

z

m -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000

m 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000

m 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000

Kz

qz

1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473

kPa 1.22 1.22 1.22 1.21 1.21 1.21 1.21 1.21 1.21 1.20 1.20 1.19 1.19 1.19 1.19 1.19 1.18 1.18 1.18 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.16 1.15 1.15 1.07 1.10 1.05 1.05 1.03 1.03 1.02 1.02 1.00 1.00

CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400

Designed by

Ing. C. Londoño M.

CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600

Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.41 27.45

Vz

kg 6.86 4.85 0.00

OTMx

kg 0.00 19.41 27.45

OTMz

kg-m -6.86 -4.85 0.00

Torque

kg-m -542 -383 0

kg-m 9 -1525 -2160

-4 -3 0

2 ANT TV 0.20x0.80m - Elevation 79 - From Face B

Wind Azimuth °

Fa

Fs

Vx

Vz

OTMx

OTMz

Torque

kg

kg

kg

kg

kg-m

kg-m

kg-m

Page

Job

RISATower

33 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 79 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.45 19.41 0.00

Vz

kg 0.00 4.85 6.86

OTMx

kg 0.00 4.85 6.86

OTMz

kg-m -27.45 -19.41 0.00

Torque

kg-m -2178 -1542 -9

kg-m 0 -383 -542

0 -3 -4

2 ANT TV 0.20x0.80m - Elevation 79 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.41 27.45

Vz

kg 6.86 4.85 0.00

OTMx

kg 0.00 19.41 27.45

OTMz

kg-m -6.86 -4.85 0.00

Torque

kg-m -542 -383 0

kg-m -9 -1542 -2178

4 3 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.27 27.25

Vz

kg 6.81 4.82 0.00

OTMx

kg 0.00 19.27 27.25

OTMz

kg-m -6.81 -4.82 0.00

Torque

kg-m -525 -371 0

kg-m 17 -1467 -2082

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.25 19.27 0.00

Vz

kg 0.00 4.82 6.81

OTMx

kg 0.00 4.82 6.81

OTMz

kg-m -27.25 -19.27 0.00

Torque

kg-m -2115 -1501 -17

kg-m 0 -371 -525

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 77 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.27 27.25

Vz

kg 6.81 4.82 0.00

OTMx

kg 0.00 19.27 27.25

OTMz

kg-m -6.81 -4.82 0.00

Torque

kg-m -525 -371 0

kg-m -17 -1501 -2115

7 5 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.16 27.10

Vz

kg 6.77 4.79 0.00

OTMx

kg 0.00 19.16 27.10

OTMz

kg-m -6.77 -4.79 0.00

Torque

kg-m -512 -362 0

kg-m 17 -1430 -2029

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B

Wind Azimuth °

Fa

Fs

kg 0

Vx

kg 27.10

Vz

kg 0.00

OTMx

kg 0.00

OTMz

kg-m -27.10

Torque

kg-m -2063

kg-m 0

0

Page

Job

RISATower

34 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B

Wind Azimuth ° 45 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 19.16 0.00

Vz

kg 4.79 6.77

OTMx

kg 4.79 6.77

OTMz

kg-m -19.16 0.00

Torque

kg-m -1464 -17

kg-m -362 -512

-5 -7

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 19.16 27.10

Vz

kg 6.77 4.79 0.00

OTMx

kg 0.00 19.16 27.10

OTMz

kg-m -6.77 -4.79 0.00

Torque

kg-m -512 -362 0

kg-m -17 -1464 -2063

7 5 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.05 26.94

Vz

kg 6.74 4.76 0.00

OTMx

kg 0.00 19.05 26.94

OTMz

kg-m -6.74 -4.76 0.00

Torque

kg-m -498 -352 0

kg-m 17 -1393 -1977

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.94 19.05 0.00

Vz

kg 0.00 4.76 6.74

OTMx

kg 0.00 4.76 6.74

OTMz

kg-m -26.94 -19.05 0.00

Torque

kg-m -2011 -1427 -17

kg-m 0 -352 -498

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 74 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.05 26.94

Vz

kg 6.74 4.76 0.00

OTMx

kg 0.00 19.05 26.94

OTMz

kg-m -6.74 -4.76 0.00

Torque

kg-m -498 -352 0

kg-m -17 -1427 -2011

7 5 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.98 26.84

Vz

kg 6.71 4.74 0.00

OTMx

kg 0.00 18.98 26.84

OTMz

kg-m -6.71 -4.74 0.00

Torque

kg-m -490 -346 0

kg-m 17 -1369 -1943

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 26.84 18.98

Vz

kg 0.00 4.74

OTMx

kg 0.00 4.74

OTMz

kg-m -26.84 -18.98

Torque

kg-m -1976 -1402

kg-m 0 -346

0 -5

Page

Job

RISATower

35 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 73 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 6.71

OTMx

kg 6.71

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -490

-7

2 ANT TV 0.20x0.80m - Elevation 71 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 18.83 26.63

Vz

kg 6.66 4.71 0.00

OTMx

kg 0.00 18.83 26.63

OTMz

kg-m -6.66 -4.71 0.00

Torque

kg-m -473 -334 0

kg-m 17 -1320 -1874

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 71 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.63 18.83 0.00

Vz

kg 0.00 4.71 6.66

OTMx

kg 0.00 4.71 6.66

OTMz

kg-m -26.63 -18.83 0.00

Torque

kg-m -1907 -1354 -17

kg-m 0 -334 -473

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 70 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.75 26.52

Vz

kg 6.63 4.69 0.00

OTMx

kg 0.00 18.75 26.52

OTMz

kg-m -6.63 -4.69 0.00

Torque

kg-m -464 -328 0

kg-m 17 -1296 -1840

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 70 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.52 18.75 0.00

Vz

kg 0.00 4.69 6.63

OTMx

kg 0.00 4.69 6.63

OTMz

kg-m -26.52 -18.75 0.00

Torque

kg-m -1873 -1329 -17

kg-m 0 -328 -464

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 70 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.75 26.52

Vz

kg 6.63 4.69 0.00

OTMx

kg 0.00 18.75 26.52

OTMz

kg-m -6.63 -4.69 0.00

Torque

kg-m -464 -328 0

kg-m -17 -1329 -1873

7 5 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 18.60

Vz

kg 6.58 4.65

OTMx

kg 0.00 18.60

OTMz

kg-m -6.58 -4.65

Torque

kg-m -447 -316

kg-m 17 -1248

-7 -5

Page

Job

RISATower

36 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 68 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 26.30

Vz

kg 0.00

OTMx

kg 26.30

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1772

0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face B

Fs

kg

0 45 90

Vx

kg 26.30 18.60 0.00

Vz

kg 0.00 4.65 6.58

OTMx

kg 0.00 4.65 6.58

OTMz

kg-m -26.30 -18.60 0.00

Torque

kg-m -1805 -1281 -17

kg-m 0 -316 -447

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 68 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.60 26.30

Vz

kg 6.58 4.65 0.00

OTMx

kg 0.00 18.60 26.30

OTMz

kg-m -6.58 -4.65 0.00

Torque

kg-m -447 -316 0

kg-m -17 -1281 -1805

7 5 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.48 26.13

Vz

kg 6.53 4.62 0.00

OTMx

kg 0.00 18.48 26.13

OTMz

kg-m -6.53 -4.62 0.00

Torque

kg-m -434 -307 0

kg-m 17 -1212 -1721

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.13 18.48 0.00

Vz

kg 0.00 4.62 6.53

OTMx

kg 0.00 4.62 6.53

OTMz

kg-m -26.13 -18.48 0.00

Torque

kg-m -1755 -1246 -17

kg-m 0 -307 -434

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.48 26.13

Vz

kg 6.53 4.62 0.00

OTMx

kg 0.00 18.48 26.13

OTMz

kg-m -6.53 -4.62 0.00

Torque

kg-m -434 -307 0

kg-m -17 -1246 -1755

7 5 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 18.36

Vz

kg 6.49 4.59

OTMx

kg 0.00 18.36

OTMz

kg-m -6.49 -4.59

Torque

kg-m -422 -298

kg-m 17 -1177

-7 -5

Page

Job

RISATower

37 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 65 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 25.96

Vz

kg 0.00

OTMx

kg 25.96

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1671

0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face B

Fs

kg

0 45 90

Vx

kg 25.96 18.36 0.00

Vz

kg 0.00 4.59 6.49

OTMx

kg 0.00 4.59 6.49

OTMz

kg-m -25.96 -18.36 0.00

Torque

kg-m -1705 -1210 -17

kg-m 0 -298 -422

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 65 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.36 25.96

Vz

kg 6.49 4.59 0.00

OTMx

kg 0.00 18.36 25.96

OTMz

kg-m -6.49 -4.59 0.00

Torque

kg-m -422 -298 0

kg-m -17 -1210 -1705

7 5 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.28 25.85

Vz

kg 6.46 4.57 0.00

OTMx

kg 0.00 18.28 25.85

OTMz

kg-m -6.46 -4.57 0.00

Torque

kg-m -414 -292 0

kg-m 17 -1153 -1638

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.85 18.28 0.00

Vz

kg 0.00 4.57 6.46

OTMx

kg 0.00 4.57 6.46

OTMz

kg-m -25.85 -18.28 0.00

Torque

kg-m -1671 -1187 -17

kg-m 0 -292 -414

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 62 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.11 25.62

Vz

kg 6.40 4.53 0.00

OTMx

kg 0.00 18.11 25.62

OTMz

kg-m -6.40 -4.53 0.00

Torque

kg-m -397 -281 0

kg-m 17 -1106 -1571

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 62 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 25.62 18.11

Vz

kg 0.00 4.53

OTMx

kg 0.00 4.53

OTMz

kg-m -25.62 -18.11

Torque

kg-m -1605 -1140

kg-m 0 -281

0 -5

Page

Job

RISATower

38 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 62 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 6.40

OTMx

kg 6.40

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -397

-7

2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D

Fs

kg

0 45 90

Vx

kg 25.25 35.72 25.25

Vz

kg 8.42 0.00 8.42

OTMx

kg 11.91 25.25 23.81

OTMz

kg-m -23.81 -25.25 -11.91

Torque

kg-m -1105 -1175 -534

kg-m -534 -1175 -1105

-15 0 15

2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.12 36.94 26.12

Vz

kg 8.71 0.00 8.71

OTMx

kg 12.31 26.12 24.63

OTMz

kg-m -24.63 -26.12 -12.31

Torque

kg-m -1292 -1373 -627

kg-m -627 -1373 -1292

-15 0 15

2 ANT TV 0.25x0.90m - Elevation 45 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.83 28.05

Vz

kg 7.01 4.96 0.00

OTMx

kg 0.00 19.83 28.05

OTMz

kg-m -7.01 -4.96 0.00

Torque

kg-m -316 -223 0

kg-m 28 -865 -1234

-10 -7 0

2 ANT TV 0.25x0.90m - Elevation 45 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 28.05 19.83 0.00

Vz

kg 0.00 4.96 7.01

OTMx

kg 0.00 4.96 7.01

OTMz

kg-m -28.05 -19.83 0.00

Torque

kg-m -1244 -875 18

kg-m 0 -223 -316

0 4 6

2 ANT TV 0.25x0.90m - Elevation 42 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.45 27.50

Vz

kg 6.88 4.86 0.00

OTMx

kg 0.00 19.45 27.50

OTMz

kg-m -6.88 -4.86 0.00

Torque

kg-m -289 -204 0

kg-m 28 -789 -1127

-10 -7 0

2 ANT TV 0.25x0.90m - Elevation 42 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 27.50 19.45

Vz

kg 0.00 4.86

OTMx

kg 0.00 4.86

OTMz

kg-m -27.50 -19.45

Torque

kg-m -1137 -799

kg-m 0 -204

0 4

Page

Job

RISATower

39 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.25x0.90m - Elevation 42 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg

Vz

kg

0.00

6.88

OTMx

kg

OTMz

kg-m

6.88

0.00

Torque

kg-m 18

kg-m -289

6

2 ANT TV 0.25x0.90m - Elevation 41 - From Face A

Fs

kg

0 45 90

Vx

kg

Vz

kg

0.00 19.31 27.31

6.83 4.83 0.00

OTMx

kg

OTMz

kg-m

0.00 19.31 27.31

-6.83 -4.83 0.00

Torque

kg-m -280 -198 0

kg-m 28 -764 -1092

-10 -7 0

2 ANT TV 0.25x0.90m - Elevation 41 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

27.31 19.31 0.00

0.00 4.83 6.83

OTMx

kg

OTMz

kg-m

0.00 4.83 6.83

-27.31 -19.31 0.00

Torque

kg-m -1102 -774 18

kg-m 0 -198 -280

0 4 6

2 ANT TV 0.25x0.90m - Elevation 39 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

0.00 19.04 26.93

6.73 4.76 0.00

OTMx

kg

OTMz

kg-m

0.00 19.04 26.93

-6.73 -4.76 0.00

Torque

kg-m -263 -186 0

kg-m 28 -715 -1022

-9 -7 0

2 ANT TV 0.25x0.90m - Elevation 39 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

26.93 19.04 0.00

0.00 4.76 6.73

OTMx

kg

OTMz

kg-m

0.00 4.76 6.73

-26.93 -19.04 0.00

Torque

kg-m -1032 -725 18

kg-m 0 -186 -263

Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -637.36 -467.80 -24.22

kg-m

kg-m

kg-m

24.22 581.12 797.61

-40186 -29303 -1283

-982 -37158 -51418

-96 -86 -25

Discrete Appurtenance Pressures - Service

GH = 1.096

0 4 6

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

09:32:28 10/10/13

Client

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

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Description

40 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 Sum Weight:

Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 732.00

Offsetx

Offsetz

z

m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000

m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000

m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000

Kz

qz

1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473

kPa 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 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 0.29 0.29 0.29 0.29 0.29 0.27 0.28 0.26 0.26 0.26 0.26 0.25 0.25 0.25 0.25

CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400

Designed by

Ing. C. Londoño M.

CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600

Discrete Appurtenance Vectors - Service 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 4.85 6.86

Vz

kg 1.72 1.21 0.00

OTMx

kg 0.00 4.85 6.86

OTMz

kg-m -1.72 -1.21 0.00

Torque

kg-m -136 -96 0

kg-m 9 -375 -533

-1 -1 0

Page

Job

RISATower

41 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 79 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.86 4.85 0.00

Vz

kg 0.00 1.21 1.72

OTMx

kg 0.00 1.21 1.72

OTMz

kg-m -6.86 -4.85 0.00

Torque

kg-m -551 -392 -9

kg-m 0 -96 -136

0 -1 -1

2 ANT TV 0.20x0.80m - Elevation 79 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.85 6.86

Vz

kg 1.72 1.21 0.00

OTMx

kg 0.00 4.85 6.86

OTMz

kg-m -1.72 -1.21 0.00

Torque

kg-m -136 -96 0

kg-m -9 -392 -551

1 1 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.82 6.81

Vz

kg 1.70 1.20 0.00

OTMx

kg 0.00 4.82 6.81

OTMz

kg-m -1.70 -1.20 0.00

Torque

kg-m -131 -93 0

kg-m 17 -354 -508

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.81 4.82 0.00

Vz

kg 0.00 1.20 1.70

OTMx

kg 0.00 1.20 1.70

OTMz

kg-m -6.81 -4.82 0.00

Torque

kg-m -541 -388 -17

kg-m 0 -93 -131

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 77 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.82 6.81

Vz

kg 1.70 1.20 0.00

OTMx

kg 0.00 4.82 6.81

OTMz

kg-m -1.70 -1.20 0.00

Torque

kg-m -131 -93 0

kg-m -17 -388 -541

2 1 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.79 6.77

Vz

kg 1.69 1.20 0.00

OTMx

kg 0.00 4.79 6.77

OTMz

kg-m -1.69 -1.20 0.00

Torque

kg-m -128 -90 0

kg-m 17 -345 -495

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B

Wind Azimuth °

Fa

Fs

kg 0

Vx

kg 6.77

Vz

kg 0.00

OTMx

kg 0.00

OTMz

kg-m -6.77

Torque

kg-m -528

kg-m 0

0

Page

Job

RISATower

42 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B

Wind Azimuth ° 45 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 4.79 0.00

Vz

kg 1.20 1.69

OTMx

kg 1.20 1.69

OTMz

kg-m -4.79 0.00

Torque

kg-m -378 -17

kg-m -90 -128

-1 -2

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 4.79 6.77

Vz

kg 1.69 1.20 0.00

OTMx

kg 0.00 4.79 6.77

OTMz

kg-m -1.69 -1.20 0.00

Torque

kg-m -128 -90 0

kg-m -17 -378 -528

2 1 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.76 6.74

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.76 6.74

OTMz

kg-m -1.68 -1.19 0.00

Torque

kg-m -125 -88 0

kg-m 17 -336 -482

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.74 4.76 0.00

Vz

kg 0.00 1.19 1.68

OTMx

kg 0.00 1.19 1.68

OTMz

kg-m -6.74 -4.76 0.00

Torque

kg-m -515 -369 -17

kg-m 0 -88 -125

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 74 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.76 6.74

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.76 6.74

OTMz

kg-m -1.68 -1.19 0.00

Torque

kg-m -125 -88 0

kg-m -17 -369 -515

2 1 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.74 6.71

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.74 6.71

OTMz

kg-m -1.68 -1.19 0.00

Torque

kg-m -122 -87 0

kg-m 17 -330 -473

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.71 4.74

Vz

kg 0.00 1.19

OTMx

kg 0.00 1.19

OTMz

kg-m -6.71 -4.74

Torque

kg-m -507 -363

kg-m 0 -87

0 -1

Page

Job

RISATower

43 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 73 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 1.68

OTMx

kg 1.68

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -122

-2

2 ANT TV 0.20x0.80m - Elevation 71 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 4.71 6.66

Vz

kg 1.66 1.18 0.00

OTMx

kg 0.00 4.71 6.66

OTMz

kg-m -1.66 -1.18 0.00

Torque

kg-m -118 -84 0

kg-m 17 -317 -456

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 71 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.66 4.71 0.00

Vz

kg 0.00 1.18 1.66

OTMx

kg 0.00 1.18 1.66

OTMz

kg-m -6.66 -4.71 0.00

Torque

kg-m -489 -351 -17

kg-m 0 -84 -118

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 70 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.69 6.63

Vz

kg 1.66 1.17 0.00

OTMx

kg 0.00 4.69 6.63

OTMz

kg-m -1.66 -1.17 0.00

Torque

kg-m -116 -82 0

kg-m 17 -311 -447

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 70 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.63 4.69 0.00

Vz

kg 0.00 1.17 1.66

OTMx

kg 0.00 1.17 1.66

OTMz

kg-m -6.63 -4.69 0.00

Torque

kg-m -481 -345 -17

kg-m 0 -82 -116

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 70 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.69 6.63

Vz

kg 1.66 1.17 0.00

OTMx

kg 0.00 4.69 6.63

OTMz

kg-m -1.66 -1.17 0.00

Torque

kg-m -116 -82 0

kg-m -17 -345 -481

2 1 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 4.65

Vz

kg 1.64 1.16

OTMx

kg 0.00 4.65

OTMz

kg-m -1.64 -1.16

Torque

kg-m -112 -79

kg-m 17 -299

-2 -1

Page

Job

RISATower

44 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 68 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.58

Vz

kg 0.00

OTMx

kg 6.58

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -430

0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face B

Fs

kg

0 45 90

Vx

kg 6.58 4.65 0.00

Vz

kg 0.00 1.16 1.64

OTMx

kg 0.00 1.16 1.64

OTMz

kg-m -6.58 -4.65 0.00

Torque

kg-m -464 -333 -17

kg-m 0 -79 -112

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 68 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.65 6.58

Vz

kg 1.64 1.16 0.00

OTMx

kg 0.00 4.65 6.58

OTMz

kg-m -1.64 -1.16 0.00

Torque

kg-m -112 -79 0

kg-m -17 -333 -464

2 1 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.62 6.53

Vz

kg 1.63 1.16 0.00

OTMx

kg 0.00 4.62 6.53

OTMz

kg-m -1.63 -1.16 0.00

Torque

kg-m -109 -77 0

kg-m 17 -290 -418

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.53 4.62 0.00

Vz

kg 0.00 1.16 1.63

OTMx

kg 0.00 1.16 1.63

OTMz

kg-m -6.53 -4.62 0.00

Torque

kg-m -451 -324 -17

kg-m 0 -77 -109

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.62 6.53

Vz

kg 1.63 1.16 0.00

OTMx

kg 0.00 4.62 6.53

OTMz

kg-m -1.63 -1.16 0.00

Torque

kg-m -109 -77 0

kg-m -17 -324 -451

2 1 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 4.59

Vz

kg 1.62 1.15

OTMx

kg 0.00 4.59

OTMz

kg-m -1.62 -1.15

Torque

kg-m -105 -75

kg-m 17 -282

-2 -1

Page

Job

RISATower

45 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 65 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.49

Vz

kg 0.00

OTMx

kg 6.49

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -405

0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face B

Fs

kg

0 45 90

Vx

kg 6.49 4.59 0.00

Vz

kg 0.00 1.15 1.62

OTMx

kg 0.00 1.15 1.62

OTMz

kg-m -6.49 -4.59 0.00

Torque

kg-m -439 -315 -17

kg-m 0 -75 -105

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 65 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.59 6.49

Vz

kg 1.62 1.15 0.00

OTMx

kg 0.00 4.59 6.49

OTMz

kg-m -1.62 -1.15 0.00

Torque

kg-m -105 -75 0

kg-m -17 -315 -439

2 1 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.57 6.46

Vz

kg 1.62 1.14 0.00

OTMx

kg 0.00 4.57 6.46

OTMz

kg-m -1.62 -1.14 0.00

Torque

kg-m -103 -73 0

kg-m 17 -276 -397

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.46 4.57 0.00

Vz

kg 0.00 1.14 1.62

OTMx

kg 0.00 1.14 1.62

OTMz

kg-m -6.46 -4.57 0.00

Torque

kg-m -430 -309 -17

kg-m 0 -73 -103

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 62 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.53 6.40

Vz

kg 1.60 1.13 0.00

OTMx

kg 0.00 4.53 6.40

OTMz

kg-m -1.60 -1.13 0.00

Torque

kg-m -99 -70 0

kg-m 17 -264 -380

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 62 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.40 4.53

Vz

kg 0.00 1.13

OTMx

kg 0.00 1.13

OTMz

kg-m -6.40 -4.53

Torque

kg-m -414 -298

kg-m 0 -70

0 -1

Page

Job

RISATower

46 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 62 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 1.60

OTMx

kg 1.60

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -99

-2

2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D

Fs

kg

0 45 90

Vx

kg 6.31 8.93 6.31

Vz

kg 2.10 0.00 2.10

OTMx

kg 2.98 6.31 5.95

OTMz

kg-m -5.95 -6.31 -2.98

Torque

kg-m -248 -265 -105

kg-m -105 -265 -248

-4 0 4

2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.53 9.23 6.53

Vz

kg 2.18 0.00 2.18

OTMx

kg 3.08 6.53 6.16

OTMz

kg-m -6.16 -6.53 -3.08

Torque

kg-m -295 -315 -129

kg-m -129 -315 -295

-4 0 4

2 ANT TV 0.25x0.90m - Elevation 45 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.96 7.01

Vz

kg 1.75 1.24 0.00

OTMx

kg 0.00 4.96 7.01

OTMz

kg-m -1.75 -1.24 0.00

Torque

kg-m -79 -56 0

kg-m 28 -195 -288

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 45 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 7.01 4.96 0.00

Vz

kg 0.00 1.24 1.75

OTMx

kg 0.00 1.24 1.75

OTMz

kg-m -7.01 -4.96 0.00

Torque

kg-m -298 -205 18

kg-m 0 -56 -79

0 1 2

2 ANT TV 0.25x0.90m - Elevation 42 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.86 6.88

Vz

kg 1.72 1.22 0.00

OTMx

kg 0.00 4.86 6.88

OTMz

kg-m -1.72 -1.22 0.00

Torque

kg-m -72 -51 0

kg-m 28 -176 -261

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 42 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.88 4.86

Vz

kg 0.00 1.22

OTMx

kg 0.00 1.22

OTMz

kg-m -6.88 -4.86

Torque

kg-m -271 -186

kg-m 0 -51

0 1

Page

Job

RISATower

47 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.25x0.90m - Elevation 42 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg

Vz

kg

0.00

1.72

OTMx

kg

OTMz

kg-m

1.72

0.00

Torque

kg-m 18

kg-m -72

2

2 ANT TV 0.25x0.90m - Elevation 41 - From Face A

Fs

kg

0 45 90

Vx

kg

Vz

kg

0.00 4.83 6.83

1.71 1.21 0.00

OTMx

kg

OTMz

kg-m

0.00 4.83 6.83

-1.71 -1.21 0.00

Torque

kg-m -70 -49 0

kg-m 28 -170 -252

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 41 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

6.83 4.83 0.00

0.00 1.21 1.71

OTMx

kg

OTMz

kg-m

0.00 1.21 1.71

-6.83 -4.83 0.00

Torque

kg-m -262 -180 18

kg-m 0 -49 -70

0 1 2

2 ANT TV 0.25x0.90m - Elevation 39 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

0.00 4.76 6.73

1.68 1.19 0.00

OTMx

kg

OTMz

kg-m

0.00 4.76 6.73

-1.68 -1.19 0.00

Torque

kg-m -66 -46 0

kg-m 28 -158 -235

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 39 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

6.73 4.76 0.00

0.00 1.19 1.68

OTMx

kg

OTMz

kg-m

0.00 1.19 1.68

-6.73 -4.76 0.00

Torque

kg-m -245 -168 18

kg-m 0 -46 -66

Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -159.34 -116.95 -6.05

kg-m

kg-m

kg-m

6.05 145.28 199.40

-10081 -7361 -355

-55 -9099 -12664

-24 -21 -6

Dish Pressures - No Ice

0 1 2

48 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

09:32:28 10/10/13

Client

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

Elevation m

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Dish Description

Aiming Azimuth ° 315.0000 45.0000 Sum Weight:

16.0000 8 FT DISH 16.0000 8 FT DISH

Weight kg

Offsetx m

113.85 113.85 227.70

Offsetz m

-2.7663 2.7663

Kz

-2.7663 -2.7663

AA m2

1.142 1.142

Designed by

Ing. C. Londoño M.

qz kPa

4.6730 4.6730

0.78 0.78

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

CA

CS

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CM

0.000000 0.000000 0.000000

CA

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

8 FT DISH - Elevation 16 - From Leg A FA FS FM Vx kg 676.36 676.36 676.36

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 478.26 676.36

8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx kg 676.36 676.36 676.36

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

kg -676.36 -478.26 0.00

0.00 478.26 676.36

kg -676.36 -478.26 0.00

OTMx

OTMz

kg-m -11137 -7967 -315

kg-m

OTMx

OTMz

kg-m -11137 -7967 -315

kg-m

315 -7337 -10507

-315 -7967 -11137

Torque kg-m -1871 -2646 -1871

Torque kg-m 1871 0 -1871

Dish Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -1352.73 -956.52 0.00

kg-m

kg-m

kg-m

0.00 956.52 1352.73

-22274 -15934 -630

0 -15304 -21644

0 -2646 -3742

Dish Pressures - Service Elevation m

Dish Description

16.0000 8 FT DISH 16.0000 8 FT DISH

Aiming Azimuth ° 315.0000 45.0000 Sum Weight:

Weight kg 113.85 113.85 227.70

Offsetx m

Offsetz m

-2.7663 2.7663

-2.7663 -2.7663

Kz 1.142 1.142

Dish Vectors - Service 8 FT DISH - Elevation 16 - From Leg A

AA m2 4.6730 4.6730

qz kPa 0.19 0.19

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

CS

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CA

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

FA

FS

kg 169.09 169.09 169.09

kg

FM

Vx

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 119.57 169.09

8 FT DISH - Elevation 16 - From Leg B 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

09:32:28 10/10/13

Client

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

CA

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Wind Azimuth ° 0 45 90

49 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

0.000000 0.000000 0.000000

kg 169.09 169.09 169.09

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

kg -169.09 -119.57 0.00

0.00 119.57 169.09

kg -169.09 -119.57 0.00

OTMx

OTMz

kg-m -3020 -2228 -315

kg-m

OTMx

OTMz

kg-m -3020 -2228 -315

kg-m

Ing. C. Londoño M.

Torque

315 -1598 -2391

kg-m -468 -662 -468

Torque

-315 -2228 -3020

kg-m 468 0 -468

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

kg

kg -338.18 -239.13 0.00

kg-m

0.00 239.13 338.18

OTMz

Torque

kg-m -6041 -4456 -630

kg-m 0 -3826 -5411

0 -662 -936

User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80

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 80

kg-m 0 0 0

User Load Totals - No Ice Wind Azimuth °

Torque

0 0 0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

0 45 90

Offsetz

m 0.0000 0.0000 0.0000

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F

m 0.0000 0.0000 0.0000

09:32:28 10/10/13

Client

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

Offsetx

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Wind Azimuth °

50 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Vx

kg

Vz

kg 0.00 0.00 0.00

OTMx

kg

OTMz

kg-m

0.00 0.00 0.00

0.00 0.00 0.00

Torque

kg-m 0 0 0

Ing. C. Londoño M.

kg-m 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 (Does not include forces on guys) Load Case

Leg Weight Bracing Weight Total Member Self-Weight Guy 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

Vertical Forces kg 7394.05 7910.66 15304.71 449.74 17608.61

Sum of Forces X kg

Sum of Forces Z kg

Sum of Torques

kg-m

24.22 12213.35 15030.84

-14870.58 -12100.03 -24.22

-96 -256 -747

6.05 3053.34 3757.71

-3717.65 -3025.01 -6.05

-24 -64 -187

17608.61

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

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

0 0 0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Maximum Member Forces Section No.

Elevation m

Component Type

Condition

T1

80 - 78.37

Leg

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

Diagonal

Top Girt

T2

78.37 - 73.36

Leg

Diagonal

Top Girt

Mid Girt

T3

73.36 - 70.02

51 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Leg

Diagonal

Top Girt

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

Force kg 0.00 -133.34 -60.70 -116.71 -38.52 38.52 23.20 -69.50 7.62 5.29 -3.52 1.29 14.17 0.00 10.30 6.24 2.99 0.00 1165.85 -1575.48 62.53 -259.54 -36.03 36.02 461.84 -581.84 44.57 -577.27 -4.33 1.35 60.99 0.00 30.11 5.22 2.99 0.00 284.38 -172.85 51.42 -119.75 2.99 0.00 3244.92 -3831.78 -2533.34 -1688.43 32.62 -32.83 853.14 -1008.05 -27.51 -1003.49 -5.27 1.51 432.50 -304.50 58.02 -215.88

Major Axis Moment kg-m 0 -8 11 0 11 0 0 0 2 -1 2 0 0 0 -1 0 0 0 7 -7 11 0 10 0 0 0 3 -2 3 0 0 0 -1 0 0 0 0 0 -1 0 0 0 8 -7 -11 1 9 1 0 0 4 -3 4 0 0 0 -1 0

Minor Axis Moment kg-m 0 -9 0 -11 0 -11 0 0 1 1 1 0 0 0 0 0 0 0 8 -8 0 -11 0 -10 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 -7 2 -11 -1 -9 0 0 1 1 1 0 0 0 0 0

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Mid Girt

T4

70.02 - 65.01

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

52 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

Mid Girt

Guy A

Guy B

Guy C

Guy D

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 Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan

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

Force kg 2.99 0.00 611.36 -465.41 65.16 -334.19 2.99 0.00 4367.03 -7145.28 -3564.10 2718.40 -40.60 40.34 1272.95 -1284.56 -712.53 -1280.00 -6.98 -2.58 866.07 -783.52 50.00 -582.71 2.99 0.00 1308.48 -367.22 285.12 754.33 2.99 0.00 3442.51 3494.56 2939.43 1889.58 34.37 -2836.03 1950.63 53.41 1152.74 1205.28 1014.72 650.42 0.00 -951.71 650.42 0.00 3349.99 3402.05 2862.57 1838.06 35.04 -2759.17 1899.11 52.75 4723.12 4775.19 4008.21 2595.51 0.38

Major Axis Moment kg-m 0 0 0 0 -1 0 0 0 7 -8 -13 -3 -12 -2 0 0 5 -4 5 0 0 0 -1 0 0 0 0 0 -1 0 0 0

Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 7 -8 3 14 2 11 0 0 2 -3 2 0 0 0 0 0 0 0 0 0 0 0 0 0

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

T5

65.01 - 60

Component Type

Leg

Diagonal

Top Girt

Mid Girt

T6

60 - 58.2

Leg

Diagonal

Top Girt

T7

58.2 - 56.4

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

53 of 74

TORRE DE 80m-CUADRADA PATA=7.50m 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

Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My

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

Force kg -3893.46 2673.72 0.38 1901.82 -11689.22 627.42 -126.95 60.30 -41.61 307.91 -1297.32 -198.52 -1292.76 -7.41 -6.62 964.79 -233.90 244.22 -78.94 2.99 0.00 849.53 -248.19 206.33 -117.87 2.99 0.00 1882.58 -11526.12 1217.89 858.99 -58.60 -31.93 316.18 -1537.58 -1531.10 -1531.10 -6.58 40.04 379.64 -115.09 316.88 369.06 2.97 -0.29 1907.83 -10614.69 -10614.69 -754.99 -35.99 36.56 206.36 -840.08 -830.66 -830.66 -4.55 21.38 733.59 -207.09 733.59 693.42

Major Axis Moment kg-m

Minor Axis Moment kg-m

-5 -33 -55 -2 -55 -2 0 0 6 -5 6 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -7 17 -55 49 -55 49 0 0 5 5 5 0 0 0 -1 0 0 0 -3 22 22 -14 -3 -14 0 0 3 3 3 0 0 0 -1 0

-8 -1 -2 -13 -2 -13 0 0 5 -7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 -9 -1 -2 -13 -2 -13 0 0 -38 -38 -38 0 0 0 0 0 0 0 -1 -1 -1 -15 -1 -15 0 0 -23 -23 -23 0 0 0 0 0

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

T8

56.4 - 52.32

Component Type

Leg

Diagonal

Top Girt

Mid Girt

T9

52.32 - 48.24

Leg

Diagonal

Top Girt

Mid Girt

T10

48.24 - 44.16

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

54 of 74

TORRE DE 80m-CUADRADA PATA=7.50m 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. 4 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 3

Force kg 3.92 -0.38 3988.47 -11866.76 -10617.42 -1429.69 -45.49 -47.42 719.49 -1133.49 -28.72 -882.06 -4.33 -3.75 1207.78 -253.28 345.36 1079.62 4.89 -0.00 747.61 -213.31 197.40 660.26 4.89 -0.00 7340.58 -15205.68 -15205.68 -1793.91 -35.05 40.11 1002.96 -1461.08 -143.79 -518.64 -4.46 3.36 911.17 -317.36 222.34 800.24 4.89 -0.00 1031.58 -410.23 235.42 902.76 4.89 -0.00 9037.56 -18760.12 -18760.12 -3143.58 41.59 -46.19 1382.60 -1595.57 -663.43 -1582.91 -4.80

Major Axis Moment kg-m 0 0 -18 15 22 -1 -18 3 0 0 3 1 3 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -13 15 15 0 15 0 0 0 3 0 3 0 0 0 -2 0 0 0 0 0 -2 0 0 0 -12 18 18 0 15 0 0 0 3 1 3

Minor Axis Moment kg-m 0 0 -2 -1 -1 -17 -2 -17 0 0 -4 5 -4 5 0 0 0 0 0 0 0 0 0 0 0 0 -2 -1 -1 -19 -1 -19 0 0 -3 -5 -3 -5 0 0 0 0 0 0 0 0 0 0 0 0 -2 -1 -1 -24 -1 -19 0 0 -3 4 -3

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

Mid Girt

Guy A

Guy B

Guy C

Guy D

T11

44.16 - 40.08

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

55 of 74

TORRE DE 80m-CUADRADA PATA=7.50m 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 Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My 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 4 4 1 3 1 3 4 1 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 4 4 1 3

Force kg -3.03 1154.80 -659.70 191.16 988.40 4.89 -0.00 1512.60 0.00 770.41 1472.60 4.89 -0.00 2614.76 2650.12 1928.57 1817.45 25.63 -1850.04 1847.51 32.60 1160.19 1195.70 870.96 819.22 0.00 -821.53 819.22 0.00 2572.63 2607.99 1898.37 1788.06 25.77 -1819.84 1818.12 32.46 3496.87 3532.26 2562.86 2430.76 0.11 -2479.47 2465.84 0.11 9456.05 -21082.07 -2170.27 -2859.37 -56.20 56.62 786.84 -1673.66 -629.91 -1488.78 -4.95 -2.30 1397.56 -600.54 311.42 1232.66

Major Axis Moment kg-m 0 0 0 -2 0 0 0 0 0 -2 0 0 0

Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 0 0 0 0 0

14 -19 27 -27 -26 -7 0 0 3 1 3 0 0 0 -2 0

17 -18 -25 28 7 26 0 0 -2 3 -2 0 0 0 0 0

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Mid Girt

T12

40.08 - 36

Leg

Diagonal

Top Girt

Mid Girt

T13

36 - 34

Leg

Diagonal

Top Girt

T14

34 - 32

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

56 of 74

TORRE DE 80m-CUADRADA PATA=7.50m 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. 1 3 4 4 1 3 1 3 3 3 3 3 3 4 3 3 3 3 3 3 4 4 1 4 1 4 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 2 4 4 3 3 3 3

Force kg 4.89 -0.00 1477.78 -537.50 368.62 1321.48 4.89 -0.00 11872.78 -24364.99 -2501.84 -2705.40 -54.29 50.48 1224.19 -2220.69 -767.97 -1568.82 -5.36 1.75 1561.52 -617.20 373.63 469.31 4.89 -0.00 1775.83 -745.56 410.44 1633.37 4.89 0.00 12531.17 -25077.85 -2248.91 -2940.00 59.25 -60.81 810.61 -1986.12 -1974.03 -766.20 -7.23 1.45 718.51 -347.06 718.51 -277.37 4.87 -0.39 12241.66 -24461.83 -3020.04 -3635.77 51.04 54.70 481.41 -1329.89 -1313.21 -548.18 -7.33

Major Axis Moment kg-m 0 0 0 0 -2 0 0 0 12 -27 -36 -36 -36 -14 0 0 4 0 4 0 0 0 -2 0 0 0 0 0 -2 0 0 0 17 -15 44 -44 -44 -44 0 0 5 -3 5 0 0 0 -2 0 0 0 15 -21 44 -44 35 -17 0 0 5 -2 5

Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 15 -27 36 36 36 30 0 0 -1 -2 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 17 -14 -42 46 46 46 0 0 0 -1 0 0 0 0 0 0 0 0 18 -20 -41 46 -14 37 0 0 0 -2 0

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

T15

32 - 30

Leg

Diagonal

Top Girt

T16

30 - 28

Leg

Diagonal

Top Girt

T17

28 - 24

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

57 of 74

TORRE DE 80m-CUADRADA PATA=7.50m 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. 3 4 4 4 3 4 3 3 3 3 3 2 4 4 3 3 3 3 3 4 4 4 3 4 3 3 3 2 4 2 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 2 4 2 4 3 4 3 4 3 4 4 4 1 3 1 3

Force kg 1.45 1557.17 -646.64 1557.17 -500.80 7.23 0.57 12139.54 -24014.39 -3618.45 -4177.31 56.02 59.68 391.32 -1021.81 -1001.23 -549.33 -7.27 1.50 1228.15 -480.97 1228.15 -366.75 8.31 -0.66 12241.33 -23921.61 5060.45 5443.82 -74.92 -79.47 311.12 -762.94 -738.40 -490.04 -7.44 1.50 1023.78 -372.76 263.42 -278.69 -9.39 -0.74 12139.89 -22317.45 5001.21 5318.39 -115.98 -123.33 857.68 -1803.68 680.09 -1788.70 8.38 5.23 1592.17 -596.37 411.15 -447.02 16.72 -1.32

Major Axis Moment kg-m 0 0 0 -4 0 0 0 19 -11 30 -29 29 -6 0 0 5 -1 5 0 0 0 -5 0 0 0 10 -48 63 -6 63 -6 0 0 5 0 5 0 0 0 -6 0 0 0 46 -69 88 -7 88 -7 0 0 6 4 6 0 0 0 -13 0 0 0

Minor Axis Moment kg-m 0 0 0 0 0 0 0 21 -10 -27 32 -5 31 0 0 0 -2 0 0 0 0 0 0 0 0 11 -43 -3 66 -3 66 0 0 0 -2 0 0 0 0 0 1 0 0 52 -60 -2 94 -2 94 0 0 -2 -11 2 0 0 0 0 1 0 0

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Section No.

Elevation m

Component Type

Condition

T18

24 - 20

Leg

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

Diagonal

Top Girt

T19

20 - 16

Leg

Diagonal

Top Girt

T20

16 - 12

Leg

Diagonal

Top Girt

T21

12 - 8

58 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Leg

Diagonal

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

Force kg 13266.50 -23579.31 5426.13 5703.73 115.87 123.06 934.75 -1647.74 754.49 -1477.37 9.64 4.90 1968.30 -751.55 509.00 -563.03 20.17 1.60 14596.44 -25109.65 5841.39 6087.97 -120.40 -127.92 1018.39 -1639.53 836.73 -1299.30 10.93 5.62 1800.06 -686.99 476.21 -489.18 23.62 -1.87 16417.45 -27361.35 6823.52 7045.28 137.41 146.31 1439.16 -1925.36 1243.46 -1164.00 12.23 -6.74 1673.66 -689.67 447.75 -492.55 31.78 -2.51 18621.77 -29883.67 7884.57 8086.23 -190.54 -201.24 1349.39

Major Axis Moment kg-m 66 -59 88 -7 88 -7 0 0 7 5 7 0 0 0 -19 0 0 0 58 -78 100 -6 100 -6 0 0 8 6 8 0 0 0 -26 0 0 0 74 -14 100 -6 100 -6 0 0 9 8 9 0 0 0 -39 0 0 0 14 -240 329 -9 329 -9 0

Minor Axis Moment kg-m 75 -53 -2 94 -2 94 0 0 -2 -11 -2 0 0 0 0 1 0 0 64 -66 1 108 1 108 0 0 -2 -14 -2 0 0 0 0 2 0 0 86 -14 1 108 1 108 0 0 2 19 2 0 0 0 0 3 0 0 14 -212 9 348 9 348 0

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

Elevation m

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

8-0

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

Top Girt

T22

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section No.

Leg

Diagonal

Top Girt

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

Force kg -1803.95 1179.53 -1018.71 13.56 -8.01 1547.66 -627.01 418.76 -455.73 35.83 -2.84 20869.04 -33718.02 9172.62 9339.08 268.25 283.55 2537.63 -2410.63 2386.76 -565.91 21.29 -13.97 1023.18 -1132.84 385.67 -802.69 42.01 -3.33

Major Axis Moment kg-m 0 11 9 11 0 0 0 -50 0 0 0 243 0 329 -9 329 -9 0 0 25 17 25 0 0 0 -65 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

Leg C

Leg B

Leg A

59 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

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

Vertical kg

Horizontal, X kg

Horizontal, Z kg

6173.22 6173.22 -24055.94 -24055.94 -24055.94 6173.22 25186.67 -10699.95 -10699.95 -10699.95 25186.67 25186.67 36517.53 6169.66 36517.53 6169.66 36517.53 6169.66 24910.09 24910.09 24910.09 -10878.82

687.34 687.34 -3475.19 -3475.19 -3475.19 687.34 -3497.77 1548.09 1548.09 1548.09 -3497.77 -3497.77 -4192.96 -690.03 -4192.96 -690.03 -4192.96 -690.03 2301.29 2301.29 2301.29 -1974.27

-687.28 -687.28 3508.55 3508.55 3508.55 -687.28 -2351.00 1943.73 1943.73 1943.73 -2351.00 -2351.00 4183.72 690.08 4183.72 690.08 4183.72 690.08 3514.54 3514.54 3514.54 -1545.06

Minor Axis Moment kg-m 0 3 24 3 0 0 0 0 4 0 0 272 0 9 348 9 348 0 0 3 60 3 0 0 0 0 5 0 0

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

Project

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

Guy D @ 46 m Elev 0 m Azimuth 225 deg

Guy C @ 46 m Elev 0 m Azimuth 135 deg

Guy B @ 46 m Elev 0 m Azimuth 45 deg

Guy A @ 46 m Elev 0 m Azimuth -45 deg

Condition

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Location

60 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vertical kg

Horizontal, X kg

Horizontal, Z kg

Min. H x Min. H z Max. Vert

Gov. Load Comb. 4 4 1

-10878.82 -10878.82 -1765.46

-1974.27 -1974.27 -1034.86

-1545.06 -1545.06 1034.86

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

1 3 3 3 1 4

-1765.46 -6372.93 -6372.93 -6372.93 -1765.46 -803.60

-1034.86 -3634.56 -3634.56 -3634.56 -1034.86 377.38

1034.86 3633.87 3633.87 3633.87 1034.86 482.36

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

2 2 2 4 4 3

-4579.01 -4579.01 -4579.01 -803.60 -803.60 -260.88

2568.22 2568.22 2568.22 377.38 377.38 102.55

2688.73 2688.73 2688.73 482.36 482.36 -102.58

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

1 3 1 3 1 2

-1773.25 -260.88 -1773.25 -260.88 -1773.25 -823.24

1039.20 102.55 1039.20 102.55 1039.20 -493.25

-1039.19 -102.58 -1039.19 -102.58 -1039.19 -388.30

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

2 2 4 4 4

-823.24 -823.24 -4686.07 -4686.07 -4686.07

-493.25 -493.25 -2746.51 -2746.51 -2746.51

-388.30 -388.30 -2624.87 -2624.87 -2624.87

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy

Vertical

5.48 18.99

-3.21 -10934.93

Overturning Moment, Mx kg-m 117 -267783

29170.07

8935.21

-8927.48

-226242

-228059

-259

28595.48

10955.52

-16.85

-531

-271023

-749

24778.96

8.55

-2626.59

-59428

-226

-25

24774.38

2124.65

-2122.16

-48736

-49253

-64

24781.13

2628.98

-6.21

-18

-60064

-187

kg 24686.02 28417.95

Shearx

Shearz

kg

kg

Overturning Moment, Mz kg-m -90 -708

Torque kg-m 0 -99

Page

Job

RISATower

61 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

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

PX kg 0.00 24.22 12698.01 15701.55 6.05 3174.50 3925.39

Sum of Applied Forces PY kg -17608.61 -17608.61 -17608.61 -17608.61 -17608.61 -17608.61 -17608.61

PZ kg 0.00 -15541.30 -12584.70 -24.22 -3885.32 -3146.17 -6.05

PX kg -0.00 -24.21 -12697.70 -15701.20 -6.06 -3174.30 -3925.23

Sum of Reactions PY kg 17608.60 17608.59 17608.60 17608.58 17608.61 17608.60 17608.61

PZ kg 0.00 15540.97 12584.38 24.21 3885.17 3145.99 6.05

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

Converged? Yes Yes Yes Yes Yes Yes Yes

Number of Cycles 12 19 21 19 14 12 14

Displacement Tolerance 0.00000001 0.00008949 0.00000001 0.00009337 0.00000001 0.00000001 0.00000001

Force Tolerance 0.00007183 0.00010081 0.00008403 0.00010110 0.00007749 0.00012436 0.00008169

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 T21 T22

Elevation m 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0

Horz. Deflection mm 95.69 91.49 78.66 70.49 59.81 50.32 47.14 44.02 37.09 30.58 24.77 19.73 15.44 13.73 12.18 10.75 9.44 7.11 5.13 3.49 2.12 1.11

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

Tilt

Twist

° 0.1475 0.1474 0.1425 0.1325 0.1128 0.1039 0.1007 0.0984 0.0932 0.0853 0.0752 0.0646 0.0521 0.0469 0.0426 0.0388 0.0353 0.0294 0.0240 0.0187 0.0135 0.0081

° 0.0116 0.0116 0.0117 0.0117 0.0115 0.0108 0.0104 0.0102 0.0095 0.0084 0.0069 0.0051 0.0029 0.0022 0.0016 0.0012 0.0009 0.0003 0.0005 0.0010 0.0006 0.0003

% Error 0.000% 0.001% 0.002% 0.002% 0.001% 0.002% 0.001%

Page

Job

RISATower

62 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Service Wind Elevation

Appurtenance

m 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000

CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 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

Deflection

Tilt

Twist

mm 95.69 93.11 87.96 84.11 80.28 77.75 72.82 70.45 66.74 65.98 62.83 59.79 57.82 53.99 39.91 30.21 27.57 25.90 22.01 20.81 18.50 3.49

° 0.1475 0.1474 0.1469 0.1458 0.1438 0.1418 0.1361 0.1324 0.1256 0.1241 0.1179 0.1127 0.1102 0.1068 0.0955 0.0847 0.0803 0.0773 0.0698 0.0671 0.0613 0.0187

° 0.0116 0.0116 0.0116 0.0117 0.0117 0.0117 0.0117 0.0117 0.0117 0.0117 0.0116 0.0115 0.0114 0.0111 0.0098 0.0083 0.0077 0.0072 0.0060 0.0056 0.0045 0.0010

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 T21 T22

Elevation m 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0

Horz. Deflection mm 552.50 529.01 457.09 410.55 346.58 288.19 268.67 249.61 207.43 168.04 132.93 102.75 77.86 68.38 59.89 52.25 45.37 33.45 23.61 15.70 9.27 4.70

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

Tilt

Twist

° 0.8251 0.8248 0.8073 0.7703 0.6886 0.6369 0.6164 0.6010 0.5661 0.5163 0.4525 0.3807 0.2958 0.2612 0.2329 0.2086 0.1870 0.1520 0.1210 0.0925 0.0655 0.0387

° 0.0462 0.0462 0.0464 0.0465 0.0458 0.0429 0.0415 0.0406 0.0378 0.0334 0.0276 0.0203 0.0117 0.0087 0.0065 0.0047 0.0034 0.0010 0.0022 0.0041 0.0023 0.0011

Radius of Curvature m Inf Inf 211587 82159 48841 30530 13356 11308 13016 13776 18378 25257 26790 25729 60460 22225 21090 20617 24151 26364 21187 73073

RISATower I. P. DOLMEN S.A.

63 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

Page

Job

09:32:28 10/10/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000

CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 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

Deflection

Tilt

Twist

mm 552.50 538.09 509.27 487.69 466.21 451.98 423.93 410.28 388.47 383.95 364.95 346.46 334.38 310.81 224.57 165.84 149.88 139.76 116.36 109.15 95.54 15.70

° 0.8251 0.8250 0.8232 0.8191 0.8116 0.8044 0.7837 0.7700 0.7432 0.7371 0.7113 0.6884 0.6762 0.6565 0.5817 0.5128 0.4854 0.4662 0.4163 0.3984 0.3584 0.0925

° 0.0462 0.0462 0.0463 0.0463 0.0464 0.0464 0.0465 0.0465 0.0464 0.0464 0.0462 0.0458 0.0454 0.0444 0.0391 0.0331 0.0307 0.0289 0.0240 0.0221 0.0179 0.0041

Radius of Curvature m 265714 265714 60574 22427 13216 8337 3705 3121 3429 3576 4379 5239 5069 4254 8265 3770 3465 3305 3517 3673 2959 12204

Bolt Design Data Section No.

Elevation

Component Type

Bolt Grade

Leg

A394T0

16

6

Maximum Load per Bolt kg 44.45

Diagonal

A394T0

16

1

69.50

3699.61

Top Girt

A394T0

16

1

14.17

2774.71

m T1

T2

T3

T4

80

78.37

73.36

70.02

Bolt Size mm

Number Of Bolts

Allowable Load kg 5536.87

Leg

A394T0

16

6

128.92

5536.87

Diagonal

A394T0

16

1

461.84

2774.71

Top Girt

A394T0

16

1

60.99

2774.71

Mid Girt

A394T0

16

1

284.38

2774.71

Leg

A394T0

16

6

873.39

5536.87

Diagonal

A394T0

16

1

853.13

2774.71

Top Girt

A394T0

16

1

432.50

2774.71

Mid Girt

A394T0

16

1

611.36

2774.71

Leg

A394T0

16

6

1778.57

5536.87

Diagonal

A394T0

16

1

1272.95

2774.71

Top Girt

A394T0

16

1

866.07

2774.71

Mid Girt

A394T0

16

1

1308.48

2774.71

Ratio Load Allowable 0.008 0.019 0.005 0.023 0.166 0.022 0.102 0.158 0.307 0.156 0.220 0.321 0.459 0.312 0.472

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

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

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

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

T16

65.01

60

58.2

56.4

52.32

48.24

44.16

40.08

36

34

32

30

Leg

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

m T5

64 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

A394T0

Bolt Size mm

Number Of Bolts

16

8

Maximum Load per Bolt kg 2253.30

Allowable Load kg 9979.03

Diagonal

A394T0

16

1

1297.32

3699.61

Top Girt

A394T0

16

1

964.79

2774.71

Mid Girt

A394T0

16

1

849.53

2774.71

Leg

A394T0

16

8

2881.53

9979.03

Diagonal

A394T0

16

1

1537.58

3699.61

Top Girt

A394T0

16

2

189.82

3699.61

Leg

A394T0

16

8

2653.67

9979.03

Diagonal

A394T0

16

1

840.09

3699.61

Top Girt

A394T0

16

2

366.79

3699.61

Leg

A394T0

19

6

3552.59

9979.03

Diagonal

A394T0

16

2

566.75

3699.61

Top Girt

A394T0

16

1

1207.78

2774.71

Mid Girt

A394T0

16

1

747.61

2774.71

Leg

A394T0

19

6

4481.12

9979.03

Diagonal

A394T0

16

1

1461.08

3699.61

Top Girt

A394T0

16

1

911.17

2774.71

Mid Girt

A394T0

16

1

1031.58

2774.71

Leg

A394T0

19

6

5748.92

9979.03

Diagonal

A394T0

16

1

1382.60

2774.71

Top Girt

A394T0

16

1

1154.80

2774.71

Mid Girt

A394T0

16

1

1512.60

2774.71

Leg

A394T0

19

6

6582.81

9950.69

Diagonal

A394T0

16

1

1673.66

3699.61

Mid Girt

A394T0

16

1

1477.78

2774.71

Leg

A394T0

19

6

7579.03

9950.69

Diagonal

A394T0

16

1

2220.69

3699.61

Mid Girt

A394T0

16

1

1775.83

2774.71

Leg

A394T0

19

6

8359.30

9950.69

Diagonal

A394T0

19

2

993.06

4439.54

Top Girt

A394T0

16

2

359.25

3699.61

Leg

A394T0

19

6

8153.96

9950.69

Diagonal

A394T0

19

2

664.95

4439.54

Top Girt

A394T0

16

2

778.58

3699.61

Leg

A394T0

19

6

8004.82

9950.69

Diagonal

A394T0

19

1

1021.81

4439.54

Top Girt

A394T0

16

1

1228.15

2774.71

Leg

A394T0

19

6

7973.88

9950.69

Diagonal

A394T0

19

1

762.94

4439.54

Top Girt

A394T0

16

1

1023.78

2774.71

Ratio Load Allowable 0.226 0.351 0.348 0.306 0.289 0.416 0.051 0.266 0.227 0.099 0.356 0.153 0.435 0.269 0.449 0.395 0.328 0.372 0.576 0.498 0.416 0.545 0.662 0.452 0.533 0.762 0.600 0.640 0.840 0.224 0.097 0.819 0.150 0.210 0.804 0.230 0.443 0.801 0.172 0.369

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

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

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

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

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

T18

T19

T20

T21

T22

28

24

20

16

12

8

Leg

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

m T17

65 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

A394T0

Bolt Size mm

Number Of Bolts

19

6

Maximum Load per Bolt kg 7439.14

Allowable Load kg 9950.69

Diagonal

A394T0

19

1

1803.68

4439.54

Top Girt

A394T0

16

1

1592.17

3699.61

Leg

A394T0

19

6

7859.76

9950.69

Diagonal

A394T0

19

1

1647.74

4439.54

Top Girt

A394T0

16

1

1968.31

3699.61

Leg

A394T0

19

6

8369.87

9950.69

Diagonal

A394T0

19

1

1639.53

4439.54

Top Girt

A394T0

16

1

1800.06

3699.61

Leg

A394T0

19

6

9120.43

9950.69

Diagonal

A394T0

19

1

1439.16

3083.01

Top Girt

A394T0

16

1

1673.66

3699.61

Leg

A394T0

19

6

9961.21

9950.69

Diagonal

A394T0

19

1

1349.39

3083.01

Top Girt

A394T0

16

1

1547.66

3699.61

Leg

A394T0

19

6

11239.34

9979.03

Diagonal

A394T0

19

1

2537.63

4110.68

Top Girt

A394T0

16

1

1023.18

4624.51

Ratio Load Allowable 0.748 0.406 0.430 0.790 0.371 0.532 0.841 0.369 0.487 0.917 0.467 0.452 1.001 0.438 0.418 1.126 0.617 0.221

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

Guy Design Data Section No. T4

T10

Elevation

Breaking Load kg 12201.66

Actual T kg 3494.56

Allowable Ta kg 7626.02

Required S.F.

13 EHS

Initial Tension kg 1220.16

13 EHS

1220.16

12201.66

1205.28

7626.02

1.600

68.3500 (C) (502) 68.3500 (D) (501) 46.2000 (A) (500) 46.2000 (B) (499)

13 EHS

1220.16

12201.66

3402.05

7626.02

1.600

13 EHS

1220.16

12201.66

4775.20

7626.02

1.600

13 EHS

1220.16

12201.66

2650.12

7626.02

1.600

13 EHS

1220.16

12201.66

1195.70

7626.02

1.600

46.2000 (C) (498) 46.2000 (D) (497)

13 EHS

1220.16

12201.66

2607.99

7626.02

1.600

13 EHS

1220.16

12201.66

3532.26

7626.02

1.600

m 68.3500 (A) (504) 68.3500 (B) (503)

Size

1.600

Actual S.F. 3.492 10.123 3.587 2.555 4.604 10.205 4.679 3.454

Page

Job

RISATower

66 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Compression Checks Leg Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 60273

mm 768

Actual P kg -133.34

133.9 K=1.00

57421

768

-1575.48

4495.33

0.350

1.6700

111.1 K=1.00

83473

929

-3831.78

7907.84

0.485

5.0100

1.6700

111.1 K=1.00

83473

929

-7145.26

7907.84

0.904

2L76x76x6

5.0100

1.6700

112.1 K=1.00

81961

1858

-11689.22

15529.19

0.753

60 - 58.2

2L76x76x6

1.8169

1.8169

121.9 K=1.00

69241

1858

-11526.10

13119.07

0.879

T7

58.2 - 56.4

2L76x76x6

1.8169

1.8169

121.9 K=1.00

69241

1858

-10614.70

13119.07

0.809

T8

56.4 - 52.32

2L76x76x6

4.0800

2.0400

136.9 K=1.00

54927

1858

-11866.75

10406.91

1.140

T9

52.32 - 48.24

2L76x76x6

4.0800

2.0400

136.9 K=1.00

54927

1858

-15205.69

10406.91

1.461

T10

48.24 - 44.16

H1-3 (1.46 CR) - 227 2L76x76x6

4.0800

2.0400

136.9 K=1.00

54927

1858

-18760.13

10406.91

1.803

T11

44.16 - 40.08

H1-3 (1.80 CR) - 255 L102x102x10

4.0800

2.0400

101.9 K=1.00

98305

1845

-21082.07

18496.46

1.140

T12

40.08 - 36

L102x102x10

4.0800

2.0400

101.9 K=1.00

98305

1845

-24364.99

18496.46

1.317

T13

36 - 34

L127x127x10

2.0125

2.0125

80.0 K=1.00

130951

2329

-25077.86

31100.07

0.806

T14

34 - 32

L127x127x10

2.0124

2.0124

80.0 K=1.00

130955

2329

-24461.84

31101.07

0.787

T15

32 - 30

L127x127x10

2.0125

2.0125

80.0 K=1.00

130951

2329

-24014.41

31100.07

0.772

T16

30 - 28

L127x127x10

2.0125

2.0125

80.0 K=1.00

130951

2329

-23921.61

31100.07

0.769

T17

28 - 24

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-22317.48

31100.57

0.718

T18

24 - 20

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-23579.33

31100.57

0.758

T19

20 - 16

L127x127x10

4.0250

4.0250

80.0 K=0.50

130951

2329

-25109.66

31100.07

0.807

T20

16 - 12

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-27361.33

31100.57

0.880

T21

12 - 8

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-29883.67

31100.57

0.961

T22

8-0

L127x127x13

8.0500

8.0500

106.4 K=0.33

90943

3065

-33718.03

28419.25

1.186

T1

m 80 - 78.37

L64x64x6

m 1.6300

m 1.6300

T2

78.37 - 73.36

L64x64x6

5.0100

1.6700

T3

73.36 - 70.02

L76x76x6

3.3400

T4

70.02 - 65.01

L76x76x6

T5

65.01 - 60

T6

Kl/r

130.7 K=1.00

Fa

A 2

Allow. Pa kg 4718.68

Ratio P Pa 0.028

RISATower I. P. DOLMEN S.A.

67 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Diagonal Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 95810

mm 461

Actual P kg -69.50

94.1 K=1.00

94498

461

-581.84

4445.04

0.131

0.9306

93.0 K=1.00

95465

461

-1008.05

4490.52

0.224

1.9997

0.9306

93.0 K=1.00

95465

461

-1284.56

4490.52

0.286

L51x51x5

1.9997

0.9306

93.0 K=1.00

95465

461

-1297.32

4490.52

0.289

60 - 58.2

L51x51x5

2.2127

1.1927

119.2 K=1.00

71702

461

-1537.58

3372.74

0.456

T7

58.2 - 56.4

L51x51x5

2.4313

1.2899

128.9 K=1.00

61976

461

-840.09

2915.25

0.288

T8

56.4 - 52.32

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-1133.50

2858.17

0.397

T9

52.32 - 48.24

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-1461.08

2858.17

0.511

T10

48.24 - 44.16

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-1595.57

2858.17

0.558

T11

44.16 - 40.08

L51x51x5

2.7206

1.2835

128.3 K=1.00

62593

461

-1673.66

2944.30

0.568

T12

40.08 - 36

L51x51x5

2.7206

1.2835

128.3 K=1.00

62593

461

-2220.69

2944.30

0.754

T13

36 - 34

L64x64x5

2.8037

1.4247

113.3 K=1.00

77365

582

-1986.12

4590.90

0.433

T14

34 - 32

L64x64x5

3.0332

1.5375

122.3 K=1.00

68621

582

-1329.89

4072.00

0.327

T15

32 - 30

L64x64x5

3.2773

1.6587

131.9 K=1.00

59155

582

-1021.81

3510.30

0.291

T16

30 - 28

L64x64x5

3.5333

1.7859

142.0 K=1.00

51030

582

-762.94

3028.16

0.252

T17

28 - 24

L64x64x5

5.2486

2.7717

140.3 K=1.00

52335

582

-1803.68

3105.62

0.581

T18

24 - 20

L64x64x5

5.6774

2.9729

150.4 K=1.00

45492

582

-1647.74

2699.56

0.610

T19

20 - 16

L64x64x5

6.1419

3.1966

161.8 K=1.00

39347

582

-1639.53

2334.89

0.702

T20

16 - 12

L64x64x5

6.6344

3.4363

173.9 K=1.00

34049

582

-1925.36

2020.51

0.953

T21

12 - 8

L64x64x5

7.1488

3.6890

186.7 K=1.00

29545

582

-1803.95

1753.22

1.029

T22

8-0

L64x64x6

10.5617

5.6708

290.3 K=1.00

12215

768

-2410.63

956.30

2.521

T1

m 80 - 78.37

L51x51x5

m 1.9664

m 0.9265

T2

78.37 - 73.36

L51x51x5

1.9997

0.9421

T3

73.36 - 70.02

L51x51x5

1.9997

T4

70.02 - 65.01

L51x51x5

T5

65.01 - 60

T6

KL/R > 200 (C) - 493

Kl/r

92.6 K=1.00

Fa

A 2

Allow. Pa kg 4506.74

Ratio P Pa 0.015

RISATower I. P. DOLMEN S.A.

68 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

Top Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T3

m 73.36 - 70.02

L51x51x5

m 1.1000

m 1.0365

T4

70.02 - 65.01

L51x51x5

1.1000

1.0238

T5

65.01 - 60

L51x51x5

1.1000

T6

60 - 58.2

L51x51x5

T7

58.2 - 56.4

T8

Kl/r

Fa

A mm2 461

Actual P kg -304.50

Allow. Pa kg 4060.68

Ratio P Pa 0.075

kPa 86327

102.3 K=1.00

87455

461

-783.53

4113.74

0.190

1.0238

102.3 K=1.00

87455

461

-233.90

4113.74

0.057

1.1000

1.0238

102.3 K=1.00

87455

461

-115.09

4113.74

0.028

L51x51x5

1.4500

1.3738

137.3 K=1.00

54637

461

-207.09

2570.02

0.081

56.4 - 52.32

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-253.28

1632.33

0.155

T9

52.32 - 48.24

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-317.36

1632.33

0.194

T10

48.24 - 44.16

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-659.70

1632.33

0.404

T11

44.16 - 40.08

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-600.54

1632.33

0.368

T12

40.08 - 36

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-617.20

1681.52

0.367

T13

36 - 34

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-347.05

1681.52

0.206

T14

34 - 32

L64x64x5

2.1170

1.9900

158.3 K=1.00

41100

582

-646.64

2438.91

0.265

T15

32 - 30

L64x64x5

2.4330

2.3060

183.4 K=1.00

30608

582

-480.97

1816.28

0.265

T16

30 - 28

L64x64x5

2.7500

2.6230

208.6 K=1.00

23657

582

-372.76

1403.80

0.266

T17

28 - 24

KL/R > 200 (C) - 392 L76x76x6

3.0670

2.9400

195.5 K=1.00

26933

929

-596.37

2551.50

0.234

T18

24 - 20

L76x76x6

3.7000

3.5730

237.6 K=1.00

18235

929

-751.55

1727.53

0.435

T19

20 - 16

KL/R > 200 (C) - 424 L76x76x6

4.3330

4.2060

178.1 K=1.00

32476

929

-686.98

3076.62

0.223

T20

16 - 12

L89x89x6

4.9670

4.8400

174.8 K=1.00

33690

1090

-689.67

3745.70

0.184

T21

12 - 8

L89x89x6

5.6000

5.4730

197.7 K=1.00

26347

1090

-627.01

2929.36

0.214

T22

8-0

L76x76x8

6.2330

6.1060

260.7 K=1.00

15146

1148

-1132.84

1773.59

0.639

103.6 K=1.00

KL/R > 200 (C) - 488

Mid Girt Design Data (Compression)

Page

Job

RISATower

Project

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

Elevation

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section No.

69 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

T2

m 78.37 - 73.36

L51x51x5

m 1.1000

m 1.0365

T3

73.36 - 70.02

L51x51x5

1.1000

1.0238

T4

70.02 - 65.01

L51x51x5

1.1000

T5

65.01 - 60

L51x51x5

T8

56.4 - 52.32

T9

Kl/r

Fa

A

kPa 86327

102.3 K=1.00

1.0238

1.1000

L51x51x5

52.32 - 48.24

T11 T12

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

mm2 461

Actual P kg -172.85

Allow. Pa kg 4060.68

Ratio P Pa 0.043

87455

461

-465.41

4113.74

0.113

102.3 K=1.00

87455

461

-367.22

4113.74

0.089

1.0238

102.3 K=1.00

87455

461

-248.19

4113.74

0.060

1.8000

1.7238

172.2 K=1.00

34702

461

-213.31

1632.33

0.131

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-410.23

1632.33

0.251

44.16 - 40.08

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-537.50

1681.52

0.320

40.08 - 36

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-745.56

1681.52

0.443

Allow. Pa kg 12007.27

Ratio P Pa 0.097

103.6 K=1.00

Tension Checks Leg Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 1.6700

85.5

kPa 224080

mm2 525

Actual P kg 1165.85

T2

m 78.37 - 73.36

L64x64x6

m 5.0100

T3

73.36 - 70.02

L76x76x6

3.3400

1.6700

70.7

224080

687

3244.92

15692.71

0.207

T4

70.02 - 65.01

L76x76x6

5.0100

1.6700

70.7

224080

687

4367.03

15692.71

0.278

T5

65.01 - 60

2L76x76x6

5.0100

1.6700

112.1

206843

1858

1901.82

39190.39

0.049

T6

60 - 58.2

2L76x76x6

1.8169

1.8169

121.9

206843

1858

1882.58

39190.39

0.048

T7

58.2 - 56.4

2L76x76x6

1.8169

1.8169

121.9

206843

1858

1907.83

39190.39

0.049

T8

56.4 - 52.32

2L76x76x6

4.0800

2.0400

136.9

206843

1858

3988.47

39190.39

0.102

T9

52.32 - 48.24

2L76x76x6

4.0800

2.0400

136.9

206843

1858

7340.58

39190.39

0.187

T10

48.24 - 44.16

2L76x76x6

4.0800

2.0400

136.9

206843

1858

9037.56

39190.39

0.231

T11

44.16 - 40.08

L102x102x10

4.0800

2.0400

65.3

224080

1422

9456.04

32487.16

0.291

T12

40.08 - 36

L102x102x10

4.0800

2.0400

65.3

224080

1422

11872.78

32487.16

0.365

T13

36 - 34

L127x127x10

2.0125

2.0125

50.8

224080

1906

12531.17

43543.47

0.288

Page

Job

RISATower

Project

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

Elevation

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section No.

70 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

Kl/r

Fa

A

T14

m 34 - 32

L127x127x10

m 2.0124

m 2.0124

50.8

kPa 224080

T15

32 - 30

L127x127x10

2.0125

2.0125

50.8

T16

30 - 28

L127x127x10

2.0125

2.0125

T17

28 - 24

L127x127x10

4.0250

T18

24 - 20

L127x127x10

T19

20 - 16

T20

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

mm2 1906

Actual P kg 12241.64

Allow. Pa kg 43543.47

Ratio P Pa 0.281

224080

1906

12139.54

43543.47

0.279

50.8

224080

1906

12241.33

43543.47

0.281

4.0250

101.6

224080

1906

12139.90

43543.47

0.279

4.0250

4.0250

101.6

224080

1906

13266.49

43543.47

0.305

L127x127x10

4.0250

4.0250

101.6

224080

1906

14596.42

43543.47

0.335

16 - 12

L127x127x10

4.0250

4.0250

101.6

224080

1906

16418.01

43543.47

0.377

T21

12 - 8

L127x127x10

4.0250

4.0250

101.6

224080

1906

18621.79

43543.47

0.428

T22

8-0

L127x127x13

8.0500

8.0500

205.8

224080

2500

20869.02

57124.53

0.365

Allow. Pa kg 7005.28

Ratio P Pa 0.003

Diagonal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T1

m 80 - 78.37

L51x51x5

m 1.9664

m 0.9265

59.1

kPa 148927

mm2 461

Actual P kg 23.20

T2

78.37 - 73.36

L51x51x5

1.9997

0.9421

60.1

148927

461

461.84

7005.28

0.066

T3

73.36 - 70.02

L51x51x5

1.9997

0.9306

59.4

148927

461

853.13

7005.28

0.122

T4

70.02 - 65.01

L51x51x5

1.9997

0.9306

59.4

148927

461

1272.95

7005.28

0.182

T5

65.01 - 60

L51x51x5

1.9997

0.9306

59.4

148927

461

307.91

7005.28

0.044

T6

60 - 58.2

L51x51x5

2.2127

1.1927

76.1

148927

461

316.18

7005.28

0.045

T7

58.2 - 56.4

L51x51x5

2.4313

1.2899

82.3

148927

461

206.36

7005.28

0.029

T8

56.4 - 52.32

L51x51x5

2.7206

1.3027

83.1

148927

461

719.49

7005.28

0.103

T9

52.32 - 48.24

L51x51x5

2.7206

1.3027

83.1

148927

461

1002.96

7005.28

0.143

T10

48.24 - 44.16

L51x51x5

2.7206

1.3027

83.1

148927

461

1382.60

7005.28

0.197

T11

44.16 - 40.08

L51x51x5

2.7206

1.2835

81.9

148927

461

786.84

7005.28

0.112

T12

40.08 - 36

L51x51x5

2.7206

1.2835

81.9

148927

461

1224.19

7005.28

0.175

T13

36 - 34

L64x64x5

2.8037

1.4247

72.1

148927

582

810.61

8837.43

0.092

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

71 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Size

L

Lu

Kl/r

Fa

A

T14

m 34 - 32

L64x64x5

m 3.0332

m 1.5375

77.8

kPa 148927

T15

32 - 30

L64x64x5

3.2773

1.6587

83.9

T16

30 - 28

L64x64x5

3.5333

1.7859

T17

28 - 24

L64x64x5

5.2486

T18

24 - 20

L64x64x5

T19

20 - 16

T20

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

mm2 582

Actual P kg 481.41

Allow. Pa kg 8837.43

Ratio P Pa 0.054

148927

582

391.32

8837.43

0.044

90.4

148927

582

311.12

8837.43

0.035

2.7717

140.3

148927

582

857.68

8837.43

0.097

5.6774

2.9729

150.4

148927

582

934.75

8837.43

0.106

L64x64x5

6.1419

3.1966

161.8

148927

582

1018.39

8837.43

0.115

16 - 12

L64x64x5

6.6344

3.4363

173.9

148927

582

1439.16

8837.43

0.163

T21

12 - 8

L64x64x5

7.1488

3.6890

186.7

148927

582

1349.39

8837.43

0.153

T22

8-0

L64x64x6

10.5617

5.6708

290.3

148927

768

2537.63

11659.14

0.218

Allow. Pa kg 7005.28

Ratio P Pa 0.002*

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T1

m 80 - 78.37

L51x51x5

m 1.1000

m 1.0365

66.1

kPa 148927

mm2 461

Actual P kg 10.68

T2

78.37 - 73.36

L51x51x5

1.1000

1.0365

66.1

148927

461

60.99

7005.28

0.009

T3

73.36 - 70.02

L51x51x5

1.1000

1.0365

66.1

148927

461

432.50

7005.28

0.062

T4

70.02 - 65.01

L51x51x5

1.1000

1.0238

65.3

148927

461

866.07

7005.28

0.124

T5

65.01 - 60

L51x51x5

1.1000

1.0238

65.3

148927

461

964.79

7005.28

0.138

T6

60 - 58.2

L51x51x5

1.1000

1.0238

65.3

148927

461

379.64

7005.28

0.054

T7

58.2 - 56.4

L51x51x5

1.4500

1.3738

87.7

148927

461

733.59

7005.28

0.105

T8

56.4 - 52.32

L51x51x5

1.8000

1.7238

110.0

148927

461

1207.78

7005.28

0.172

T9

52.32 - 48.24

L51x51x5

1.8000

1.7238

110.0

148927

461

911.17

7005.28

0.130

T10

48.24 - 44.16

L51x51x5

1.8000

1.7238

110.0

148927

461

1154.80

7005.28

0.165

T11

44.16 - 40.08

L51x51x5

1.8000

1.7238

110.0

148927

461

1397.56

7005.28

0.200

T12

40.08 - 36

L51x51x5

1.8000

1.6984

108.4

148927

461

1561.52

7005.28

0.223

T13

36 - 34

L51x51x5

1.8000

1.6984

108.4

148927

461

718.50

7005.28

0.103

RISATower I. P. DOLMEN S.A.

Section No.

*

Elevation

72 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Size

L

Lu

Kl/r

Fa

A

T14

m 34 - 32

L64x64x5

m 2.1170

m 1.9900

100.7

kPa 148927

T15

32 - 30

L64x64x5

2.4330

2.3060

116.7

T16

30 - 28

L64x64x5

2.7500

2.6230

T17

28 - 24

L76x76x6

3.0670

T18

24 - 20

L76x76x6

T19

20 - 16

T20

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

mm2 582

Actual P kg 1557.17

Allow. Pa kg 8837.43

Ratio P Pa 0.176

148927

582

1228.15

8837.43

0.139

132.7

148927

582

1023.78

8837.43

0.116

2.9400

124.5

148927

929

1592.17

14108.54

0.113

3.7000

3.5730

151.3

148927

929

1968.31

14108.54

0.140

L76x76x6

4.3330

4.2060

178.1

148927

929

1800.06

14108.54

0.128

16 - 12

L89x89x6

4.9670

4.8400

174.8

148927

1090

1673.66

16557.94

0.101

T21

12 - 8

L89x89x6

5.6000

5.4730

197.7

148927

1090

1547.66

16557.94

0.093

T22

8-0

L76x76x8

6.2330

6.1060

260.7

148927

1148

1023.18

17439.72

0.059

2

Allow. Pa kg 5666.60

Ratio P Pa 0.050

DL controls

Mid Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T2

m 78.37 - 73.36

L51x51x5

m 1.1000

m 1.0365

66.1

kPa 199948

mm 278

Actual P kg 284.38

T3

73.36 - 70.02

L51x51x5

1.1000

1.0238

65.3

199948

278

611.36

5666.60

0.108

T4

70.02 - 65.01

L51x51x5

1.1000

1.0238

65.3

199948

278

1308.48

5666.60

0.231

T5

65.01 - 60

L51x51x5

1.1000

1.0238

65.3

199948

278

849.53

5666.60

0.150

T8

56.4 - 52.32

L51x51x5

1.8000

1.7238

110.0

199948

278

747.61

5666.60

0.132

T9

52.32 - 48.24

L51x51x5

1.8000

1.7238

110.0

199948

278

1031.58

5666.60

0.182

T10

48.24 - 44.16

L51x51x5

1.8000

1.7238

110.0

199948

278

1512.60

5666.60

0.267

T11

44.16 - 40.08

L51x51x5

1.8000

1.6984

108.4

199948

278

1477.78

5666.60

0.261

T12

40.08 - 36

L51x51x5

1.8000

1.6984

108.4

199948

278

1775.83

5666.60

0.313

RISATower

Page

Job

I. P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

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

73 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

09:32:28 10/10/13 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

80 - 78.37

T2

78.37 - 73.36

T3

73.36 - 70.02

T4

70.02 - 65.01

T5

65.01 - 60

T6

60 - 58.2

T7

58.2 - 56.4

T8

56.4 - 52.32

T9

52.32 - 48.24

T10

48.24 - 44.16

Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy [email protected] Guy [email protected] Guy [email protected] Guy [email protected] Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt

L64x64x6 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5

3 13 7 19 33 22 26 59 73 64 68 87 100 92 106 504 503 502 501 127 140 130 134 167 178 170 183 194 186 199 212 202 206 227 240 232 236 255 276 260

-133.34 -69.50 10.68 -1575.48 -581.84 60.99 284.38 -3831.78 -1008.05 -304.50 -465.41 -7145.26 -1284.56 -783.53 1308.48 3494.56 1205.28 3402.05 4775.20 -11689.22 -1297.32 964.79 849.53 -11526.10 -1537.58 379.64 -10614.70 -840.09 733.59 -11866.75 -1133.50 1207.78 747.61 -15205.69 -1461.08 -317.36 -410.23 -18760.13 -1595.57 -659.70

6290.00 6007.49 7005.28 5992.27 5925.24 9338.04 7553.57 10541.15 5985.87 5412.89 5483.61 10541.15 5985.87 5483.61 7553.57 7626.02 7626.02 7626.02 7626.02 20700.41 5985.87 9338.04 7553.57 17487.73 4495.86 9338.04 17487.73 3886.03 9338.04 13872.41 3809.94 9338.04 7553.57 13872.41 3809.94 2175.90 2175.90 13872.41 3809.94 2175.90

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 Fail Pass Pass Pass Fail Pass Pass

Mid Girt Guy [email protected] Guy [email protected] Guy [email protected] Guy [email protected] Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg

L51x51x5 13 13 13 13 L102x102x10 L51x51x5 L51x51x5 L51x51x5 L102x102x10 L51x51x5 L51x51x5 L51x51x5 L127x127x10

262 500 499 498 497 283 296 288 292 311 324 316 320 339

1512.60 2650.12 1195.70 2607.99 3532.26 -21082.07 -1673.66 -600.54 -537.50 -24364.99 -2220.69 -617.20 -745.56 -25077.86

7553.57 7626.02 7626.02 7626.02 7626.02 24655.78 3924.75 2175.90 2241.47 24655.78 3924.75 2241.47 2241.47 41456.39

Diagonal Top Girt

L64x64x5 L51x51x5

350 344

-1986.12 -347.05

6119.67 2241.47

2.1 1.2 0.2 26.3 9.8 0.7 3.8 36.4 16.8 5.6 8.5 67.8 21.5 14.3 17.3 45.8 15.8 44.6 62.6 56.5 21.7 10.3 11.2 65.9 34.2 4.1 60.7 21.6 7.9 85.5 29.8 12.9 9.9 109.6 38.3 14.6 18.9 135.2 41.9 30.3 31.2 (b) 20.0 34.8 15.7 34.2 46.3 85.5 42.6 27.6 24.0 98.8 56.6 27.5 33.3 60.5 63.0 (b) 32.5 15.5

T11

44.16 - 40.08

T12

40.08 - 36

T13

36 - 34

Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass

Project

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

T15

T16

T17

T18

T19

T20

T21

T22

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

No. T14

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation m

Component Type

Size

Critical Element

P kg

SF*Pallow kg

34 - 32

Leg

L127x127x10

355

-24461.84

41457.72

32 - 30

Diagonal Top Girt Leg

L64x64x5 L64x64x5 L127x127x10

366 360 371

-1329.89 -646.64 -24014.41

Diagonal Top Girt

L64x64x5 L64x64x5

382 376

-1021.81 -480.97

Leg

L127x127x10

387

-23921.61

Diagonal Top Girt

L64x64x5 L64x64x5

398 392

-762.94 -372.76

Leg

L127x127x10

403

-22317.48

Diagonal Top Girt

L64x64x5 L76x76x6

412 408

-1803.68 -596.37

Leg

L127x127x10

419

-23579.33

Diagonal Top Girt

L64x64x5 L76x76x6

428 424

-1647.74 -751.55

Leg

L127x127x10

435

-25109.66

Diagonal Top Girt

L64x64x5 L76x76x6

444 440

-1639.53 -686.98

Leg

L127x127x10

451

-27361.33

Diagonal Top Girt

L64x64x5 L89x89x6

461 456

-1925.36 -689.67

Leg

L127x127x10

467

-29883.67

Diagonal Top Girt

L64x64x5 L89x89x6

477 472

-1803.95 -627.01

Leg Diagonal Top Girt

L127x127x13 L64x64x6 L76x76x8

483 493 488

-33718.03 -2410.63 -1132.84

30 - 28

28 - 24

24 - 20

20 - 16

16 - 12

12 - 8

8-0

74 of 74

TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section

Page

Job

RISATower

09:32:28 10/10/13 Designed by

Ing. C. Londoño M.

% Capacity

Pass Fail

59.0 61.5 (b) 5427.98 24.5 3251.06 19.9 41456.39 57.9 60.3 (b) 4679.23 21.8 2421.10 19.9 33.2 (b) 41456.39 57.7 60.1 (b) 4036.53 18.9 1871.27 19.9 27.7 (b) 41457.06 53.8 56.1 (b) 4139.79 43.6 3401.15 17.5 32.3 (b) 41457.06 56.9 59.3 (b) 3598.51 45.8 2302.79 32.6 39.9 (b) 41456.39 60.6 63.1 (b) 3112.41 52.7 4101.14 16.8 36.5 (b) 41457.06 66.0 68.8 (b) 2693.34 71.5 4993.02 13.8 33.9 (b) 41457.06 72.1 75.1 (b) 2337.04 77.2 3904.84 16.1 31.4 (b) 37882.86 89.0 1274.74 189.1 2364.19 47.9 Summary Leg (T10) 135.2 Diagonal 189.1 (T22) Top Girt 47.9 (T22) Mid Girt 48.0 (T12) Guy A (T4) 45.8 Guy B (T4) 15.8 Guy C (T4) 44.6 Guy D (T4) 62.6 84.5 Bolt Checks RATING = 189.1

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

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUTURAL TORRE CUADRADA H=80m C. ACTUAL EB. C. NEIVA.eri

Maximum Values

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

Deflection (mm)

Elevation (m)

0 80.0000

50

Tilt (deg) 100

0

0.05

0.1

Twist (deg) 0.15

0

0.05

0.1 80.0000

78.3700

78.3700

73.3600

73.3600

70.0200

70.0200

68.3500

68.3500

65.0100

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.2400

46.2000

46.2000

44.1600

44.1600

40.0800

40.0800

36.0000

36.0000

34.0000

34.0000

32.0000

32.0000

30.0000

30.0000

28.0000

28.0000

24.0000

24.0000

20.0000

20.0000

16.0000

16.0000

12.0000

12.0000

8.0000

8.0000

0.0000 0

0.0000 50

100

0

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

0.05

Job:

0.1

0.15

0

0.05

0.1

DIAGRAMA DE DEFLEXIONES-TC80m PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. ACTUAL EB. C. NEIVA\TC80m C. ACTUAL EB. C. NEIVA.eri

Feedline Distribution Chart 0.0000 - 80.0000 Round

80.0000

Flat

Face A

App In Face

App Out Face

Face B

Truss Leg

Face C

Face D

80.0000

79.0000

79.0000

79.0000

77.0000

77.0000

77.0000

75.5000

75.5000

75.5000

73.3600

74.0000 73.0000

74.0000 73.0000

74.0000 73.0000

73.3600

70.0200

71.0000 70.0000

71.0000 70.0000

71.0000 70.0000

70.0200

68.3500

68.0000

68.0000

68.0000

68.3500

66.5000

66.5000

66.5000

65.0000 64.0000

65.0000 64.0000

65.0000 64.0000

62.0000

62.0000

62.0000

78.3700

65.0100

78.3700

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.0000

48.0000

48.0000

45.0000

45.0000

45.0000

48.2400 46.2000

44.1600

44.1600 (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (4 ANT TV E) (2) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)

42.0000 41.0000

42.0000 41.0000

42.0000 41.0000

39.0000

39.0000

39.0000

40.0800

36.0000 34.0000 32.0000 30.0000 28.0000

24.0000

20.0000

16.0000

40.0800

36.0000 34.0000 32.0000 30.0000 28.0000 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)

16.0000

16.0000

24.0000

20.0000

16.0000

16.0000

12.0000

12.0000 7/8 (2 ANT MW E)

Elevation (m)

46.2000

8.0000

0.0000

8.0000

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-TC80m PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. ACTUAL EB. C. NEIVA\TC80m C. ACTUAL EB. C. NEIVA.eri

Stress Distribution Chart 0.0000 - 80.0000 > 100%

Elevation (m)

80.0000

90%-100%

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

80.0000

78.3700

78.3700

73.3600

73.3600

70.0200

70.0200

68.3500

68.3500

65.0100

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.2400

46.2000

46.2000

44.1600

44.1600

40.0800

40.0800

36.0000

36.0000

34.0000

34.0000

32.0000

32.0000

30.0000

30.0000

28.0000

28.0000

24.0000

24.0000

20.0000

20.0000

16.0000

16.0000

12.0000

12.0000

8.0000

8.0000

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-TC80m PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. ACTUAL EB. C. NEIVA\TC80m C. ACTUAL EB. C. NEIVA.eri

CONDICION NUEVA. EB. CERRO NEIVA.

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

372.1

7 @ 0.6

L51x51x5

152.0

80.0 m 78.4 m

513.5

168.3

A B

1.1

T2

R=46.0000 m

81.8 m

T4

T3

L64x64x6

N.A.

T1

0.6

R=46.0000 m 86.0 m

68.3 m 551.5

11 @ 1.67

L51x51x5

L76x76x6

70.0 m

R=46.0000 m

13

T6

T5

367.7

73.4 m

S EH =8 LC

770.7 279.0 296.1

TYPE

70

AT15-250 (N)

86

2 ANT TV 0.20x0.80m (E)

68

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

85 85

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

68 68

AT15-250 (N)

84

2 ANT TV 0.20x0.80m (E)

66.5

AT15-250 (N)

84

2 ANT TV 0.20x0.80m (E)

66.5

AT15-250 (N)

83

2 ANT TV 0.20x0.80m (E)

66.5

AT15-250 (N)

83

2 ANT TV 0.20x0.80m (E)

65

CxMANTENIMIENTO

80

2 ANT TV 0.20x0.80m (E)

65

2 ANT TV 0.20x0.80m (E)

79

2 ANT TV 0.20x0.80m (E)

65

2 ANT TV 0.20x0.80m (E)

79

2 ANT TV 0.20x0.80m (E)

64

2 ANT TV 0.20x0.80m (E)

79

2 ANT TV 0.20x0.80m (E)

64

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

77 77

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

62 62

2 ANT TV 0.20x0.80m (E)

77

2 ANT TV 0.30x1.50m (E)

54

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.30x1.50m (E)

48

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.25x0.90m (E)

45

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.25x0.90m (E)

45

2 ANT TV 0.20x0.80m (E)

74

2 ANT TV 0.25x0.90m (E)

42

2 ANT TV 0.20x0.80m (E)

74

2 ANT TV 0.25x0.90m (E)

42

2 ANT TV 0.20x0.80m (E)

74

2 ANT TV 0.25x0.90m (E)

41

36.0 m

2 ANT TV 0.20x0.80m (E)

73

2 ANT TV 0.25x0.90m (E)

41

34.0 m

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

73 71

2 ANT TV 0.25x0.90m (E) 2 ANT TV 0.25x0.90m (E)

39 39

2 ANT TV 0.20x0.80m (E)

71

8 FT DISH (1 ANT MW Ø2.40m E)

16

2 ANT TV 0.20x0.80m (E)

70

8 FT DISH (1 ANT MW Ø2.40m E)

16

2 ANT TV 0.20x0.80m (E)

70

56.4 m

671.6

T11

669.2

A36

671.6

10 @ 2.04

L51x51x5

T12

A572-50

7 03 m IT

40.1 m

0 =1

N.A.

445.3 467.4 489.8

4@2

863.3

MATERIAL STRENGTH

5@4

4.333

914.5

GRADE A572-50

344738 kPa

Fu 448159 kPa

GRADE A36

Fy 248211 kPa

Fu 399896 kPa

TOWER DESIGN NOTES

1060.2

4.967

16.0 m

12.0 m 1120.9

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. MAX. CORNER REACTIONS AT BASE: 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM DOWN: 40809 kg Standards. A153 UPLIFT: -28523 kg 6. Welds are fabricated with ER-70S-6 electrodes. SHEAR: 6301 kg 7. TOWER RATING: 213.7%

8.0 m

1@8

AXIAL 32127 kg SHEAR 13391 kg

2262.6

6.233 L76x76x8

Fy

MOMENT 367690 kg-m

Weight (kg) 15829.6

# Panels @ (m)

Face Width (m)

Horizontals

7.5

8325 kg

Mid Girts

Top Girts

SIZE 1 @ 1.63

0.0 m

TORQUE 934 kg-m REACTIONS - 120 kph WIND 6614 kg R=46.0000 m

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

Job:

kg

Diagonal Grade

B

20.0 m

5.6

L89x89x6

T22

MARK

2 @ 0.9

24.0 m

T23

L64x64x6

A

SIZE

3

Leg Grade

SYMBOL LIST

28.0 m

63 10

Diagonals

30.0 m

MARK

3.7

L76x76x6

T21

N.A.

L64x64x5

L127x127x10

T19

3.067

T18

T17

L64x64x5

T16

2.75 2.443 2.117

T15

413.5

669.2

%

32.0 m

967.7

T13

.3

L102x102x10

4 =6 LC

T14

S

44.2 m

EH

T20

46.2 m 13

T24

ELEVATION

2 ANT TV 0.20x0.80m (E)

48.2 m

L127x127x13

TYPE

86

52.3 m

Legs

ELEVATION

AT15-250 (N)

58.2 m

671.6

2 @ 1.8

1.8 1.45

L51x51x5

N.A.

L51x51x5

T8 T9

86 85 84 83 80 79 77 75.5 74 73 71 70 68 66.5 65 64 62 54 48 45 42 41 39 16 DESIGNED APPURTENANCE LOADING

0%

60.0 m

2L76x76x6

AT15-250 CxMANTENIMIENTO 2 8 ANT FT DISH TV (N) 0.20x0.80m 0.30x1.50m 0.25x0.90m (1 ANT MW(E) Ø2.40m E)

1 IT=

T10

9m 55 1.9

T7

65.0 m

Section

R=46.0000 m

PLAN

SILUETA DE CALCULO-TC80+6m Ext.- PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA EB. CERRO NEIVA\TC80m C. NUEVA EB. C. NEIVA.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 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

13:55:02 10/10/13 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 guyed tower with an overall height of 86.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 0.6000 m at the top and 7.5000 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. Pressures are calculated at each section. Safety factor used in guy design is 1.6. 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 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

uy G A

G uy

B

Ing. C. Londoño M.

X Z

uy G C

Face D

W in d

45

G uy

D

Wind 90

Face C

Face A

Face B

Wind 0

Square Corner M ounted Guyed To wer

Tower Section Geometry Tower Section

Tower Elevation

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24

m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

Assembly Database

Description

Section Width m 0.6000 0.6000 1.1000 1.1000 1.1000 1.1000 1.1000 1.1000 1.4500 1.8000 1.8000 1.8000 1.8000 1.8000 1.8000 2.1170 2.4430 2.7500 3.0670 3.7000 4.3330 4.9670 5.6000 6.2330

Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Section Length m 4.2000 1.8000 1.6300 5.0100 3.3400 5.0100 5.0100 1.8000 1.8000 4.0800 4.0800 4.0800 4.0800 4.0800 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000

RISATower I. P. DOLMEN S.A.

3 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Section

Tower Elevation

Diagonal Spacing

Bracing Type

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24

m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

m 0.6000 0.9000 1.6300 1.6700 1.6700 1.6700 1.6700 1.8000 1.8000 2.0400 2.0400 2.0400 2.0400 2.0400 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000

Diag Down Diag Down X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace

Has K Brace End Panels No No No No No No No No No No No No No No No No No No No No No No No No

Has Horizontals

Top Girt Offset

Bottom Girt Offset

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

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-81.8000 T2 81.8000-80.0000 T3 80.0000-78.3700 T4 78.3700-73.3600 T5 73.3600-70.0200 T6 70.0200-65.0100 T7 65.0100-60.0000 T8 60.0000-58.2000 T9 58.2000-56.4000 T10 56.4000-52.3200 T11 52.3200-48.2400 T12 48.2400-44.1600

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L76x76x6

Equal Angle

L51x51x5

Equal Angle

L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

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

Equal Angle

L51x51x5

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

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 T13 44.1600-40.0800 T14 40.0800-36.0000 T15 36.0000-34.0000 T16 34.0000-32.0000 T17 32.0000-30.0000 T18 30.0000-28.0000 T19 28.0000-24.0000 T20 24.0000-20.0000 T21 20.0000-16.0000 T22 16.0000-12.0000 T23 12.0000-8.0000 T24 8.0000-0.0000

Page

Job

4 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x13

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

Equal Angle

L64x64x6

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

Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-81.8000 T2 81.8000-80.0000 T3 80.0000-78.3700 T4 78.3700-73.3600 T5 73.3600-70.0200 T6 70.0200-65.0100 T7 65.0100-60.0000 T8 60.0000-58.2000 T9 58.2000-56.4000 T10 56.4000-52.3200 T11 52.3200-48.2400 T12 48.2400-44.1600 T13 44.1600-40.0800

Top Girt Type

Top Girt Size

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Top Girt Grade

Bottom Girt Type

A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa)

Bottom Girt Size

Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

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 T14 40.0800-36.0000 T15 36.0000-34.0000 T16 34.0000-32.0000 T17 32.0000-30.0000 T18 30.0000-28.0000 T19 28.0000-24.0000 T20 24.0000-20.0000 T21 20.0000-16.0000 T22 16.0000-12.0000 T23 12.0000-8.0000 T24 8.0000-0.0000

Page

Job

5 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

13:55:02 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Equal Angle

L51x51x5

Single Angle

Equal Angle

L51x51x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L89x89x6

Equal Angle

L89x89x6

Equal Angle

L76x76x8

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

Bottom Girt Size

Designed by

Ing. C. Londoño M. Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle

Tower Section Geometry (cont’d) Tower Elevation

No. of Mid Girts None

m T1 86.0000-81.8000 T2 None 81.8000-80.0000 T4 2 78.3700-73.3600 T5 1 73.3600-70.0200 T6 2 70.0200-65.0100 T7 2 65.0100-60.0000 T10 1 56.4000-52.3200 T11 1 52.3200-48.2400 T12 1 48.2400-44.1600 T13 1 44.1600-40.0800 T14 1 40.0800-36.0000

Mid Girt Type

Mid Girt Size

Solid Round Equal Angle Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Mid Girt Grade

Horizontal Type

Horizontal Size

Horizontal Grade

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

Equal Angle

L51x51x5

Equal Angle

L51x51x5

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

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

Page

Job

RISATower

6 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

13:55:02 10/10/13

Client

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

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00

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

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

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

Page

Job

RISATower

7 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

13:55:02 10/10/13

Client

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

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Ing. C. Londoño M.

Tower Elevation

Gusset Area (per face)

Gusset Thickness

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

m 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000

m2

mm

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)

1.4

1

1.5

0

0

Tower Section Geometry (cont’d) Tower Elevation

m T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 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

1

No

No

1

1 1

No

No

1

No

No

No

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 1

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

1

1

1

1

1

1

1

1

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

13:55:02 10/10/13

Client

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

Calc K Single Angles

8 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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 1

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Designed by

Ing. C. Londoño M.

Inner Brace

X X X X X Y Y Y m Y Y 52.3200-48.24 1 1 1 1 1 00 T12 No No 1 1 1 1 1 1 1 1 48.2400-44.16 1 1 1 1 1 1 1 00 T13 No No 1 1 1 1 1 1 1 1 44.1600-40.08 1 1 1 1 1 1 1 00 T14 No No 1 1 1 1 1 1 1 1 40.0800-36.00 1 1 1 1 1 1 1 00 T15 No No 1 1 1 1 1 1 1 1 36.0000-34.00 1 1 1 1 1 1 1 00 T16 No No 1 1 1 1 1 1 1 1 34.0000-32.00 1 1 1 1 1 1 1 00 T17 No No 1 1 1 1 1 1 1 1 32.0000-30.00 1 1 1 1 1 1 1 00 T18 No No 1 1 1 1 1 1 1 1 30.0000-28.00 1 1 1 1 1 1 1 00 T19 No No 0.5 1 1 1 1 1 1 1 28.0000-24.00 0.5 1 1 1 1 1 1 00 T20 No No 0.5 1 1 1 1 1 1 1 24.0000-20.00 0.5 1 1 1 1 1 1 00 T21 No No 0.5 1 1 1 1 1 1 1 20.0000-16.00 0.5 1 1 0.5 1 1 1 00 T22 No No 0.5 1 1 1 1 1 1 1 16.0000-12.00 0.5 1 1 0.5 1 1 1 00 T23 No No 0.5 1 1 1 1 1 1 1 12.0000-8.000 0.5 1 1 0.5 1 1 1 0 No No 0.33 1 1 1 1 1 1 1 T24 0.33 1 1 0.5 1 1 1 8.0000-0.0000 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) ower Elevation m

T1 86.0000-81.80 00

Leg

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

0

1

0

1

0

1

Net Width Deduct mm 0

U

1

Mid Girt

Net Width Deduct mm 0

U

0.75

Long Horizontal

Short Horizontal

Net Width Deduct mm 0

Net Width Deduct mm 0

U

1

U

0.75

Project

13:55:02 10/10/13

Client

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

T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00 00 T20 24.0000-20.00 00

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Leg

9 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

ower 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

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

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Leg

13:55:02 10/10/13

Client

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

T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000

10 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

ower Elevation m

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

Mid Girt

U

Ing. C. Londoño M.

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

Tower Section Geometry (cont’d) Tower Elevation m

T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 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.

6

16 A394T0

16 A394T0

6

Sleeve SS

16 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

1

16 A394T0

1

16 A394T0

16 A394T0

1

16 A394T0

1

6

16 A394T0

1

16 A394T0

16 A394T0

8

16 A394T0

1

Sleeve SS

16 A394T0

8

16 A394T0

Sleeve SS

16 A394T0

8

Sleeve SS

16 A394T0

Sleeve SS

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

0

16 A394T0

16 A394T0

0

1

16 A394T0

16 A394T0

1

1

16 A394T0

16 A394T0

1

6

16 A394T0

16 A394T0

6

Sleeve SS

19 A394T0

Sleeve SS

19 A394T0

Sleeve SS

Bolt Size mm 16 A394T0

No.

1

16 A394T0

16 A394T0

1

0

16 A394T0

16 A394T0

0

2

16 A394T0

16 A394T0

2

1

16 A394T0

16 A394T0

2

6

16 A394T0

6

16 A394T0

6

Bolt Size mm 16 A394T0

No.

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

1

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

2

16 A394T0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

1

16 A394T0

1

16 A394T0

0

16 A394T0

1

16 A394T0

2

16 A394T0

0

1

1

0

1

0

0

Project

13:55:02 10/10/13

Client

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

T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Leg Connection Type

11 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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.

Sleeve SS

19 A394T0

Sleeve SS

Top Girt

Bolt Size mm 16 A394T0

No.

6

16 A394T0

19 A394T0

6

Sleeve SS

19 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

1

16 A394T0

1

16 A394T0

16 A394T0

1

16 A394T0

1

6

19 A394T0

2

16 A394T0

19 A394T0

6

19 A394T0

2

Sleeve SS

19 A394T0

6

19 A394T0

Sleeve SS

19 A394T0

6

Sleeve SS

19 A394T0

Sleeve SS

Mid Girt

Ing. C. Londoño M.

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

0

16 A394T0

0

16 A394T0

16 A394T0

0

16 A394T0

0

2

16 A394T0

0

16 A394T0

16 A394T0

2

16 A394T0

0

1

16 A394T0

1

16 A394T0

19 A394T0

1

16 A394T0

1

6

19 A394T0

1

16 A394T0

19 A394T0

6

19 A394T0

1

Sleeve SS

19 A394T0

6

19 A394T0

Sleeve SS

19 A394T0

6

Sleeve SS

19 A394T0

Sleeve SS

19 A394T0

Sleeve SS

Bolt Size mm 16 A394T0

No.

2

16 A394T0

0

16 A394T0

3

16 A394T0

0

0

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

1

16 A394T0

1

16 A394T0

0

16 A325X

0

16 A394T0

3

16 A394T0

0

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

6

1

1

0

1

2

0

Guy Data Guy Elevation

Guy Grade

m 46.2

EHS

A B C D

Guy Size

Initial Tension

13 13 13 13

kg 1220.16 1220.16 1220.16 1220.16

%

Guy Modulus

kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7

Guy Weight

Lu

Anchor Radius

kglm 0.77 0.77 0.77 0.77

m 64.2500 64.2500 64.2500 64.2500

m 46.0000 46.0000 46.0000 46.0000

Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000

Anchor Elevation m 0.0000 0.0000 0.0000 0.0000

End Fitting Efficiency % 100% 100% 100% 100%

Project

Client

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

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

EHS

12 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

68.35

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

13 13 13 13

1220.16 1220.16 1220.16 1220.16

10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7

0.77 0.77 0.77 0.77

81.8870 81.8870 81.8870 81.8870

46.0000 46.0000 46.0000 46.0000

0.0000 0.0000 0.0000 0.0000

13:55:02 10/10/13 Designed by

Ing. C. Londoño M. 0.0000 0.0000 0.0000 0.0000

100% 100% 100% 100%

Guy Data(cont’d) Guy Elevation m

Mount Type

46.2 68.35

Corner Corner

Torque-Arm Spread

Torque-Arm Leg Angle

m

°

Torque-Arm Style

Torque-Arm Grade

Torque-Arm Type

Torque-Arm Size

Guy Data (cont’d) Guy Elevation m 46.2000 68.3500

Diagonal Grade

Diagonal Type

Upper Diagonal Size

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

Solid Round

Lower Diagonal Size

Is Strap.

Solid Round

Pull-Off Grade

Pull-Off Type

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

Solid Round

Pull-Off Size

Solid Round

Guy Data (cont’d) Guy Elevation m 46.2

Cable Weight A kg 49.43

Cable Weight B kg 49.43

Cable Weight C kg 49.43

Cable Weight D kg 49.43

68.35

63.00

63.00

63.00

63.00

Tower Intercept A m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Tower Intercept B m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Guy Data (cont’d) Torque Arm

Pull Off

Diagonal

Tower Intercept C m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Tower Intercept D m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Project

13:55:02 10/10/13

Client

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

46.2 68.35

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Calc K Single Angles No No

13 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Guy Elevation m

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Calc K Solid Rounds No No

Kx

Ky

Kx

Ky

Kx

Ky

1 1

1 1

1 1

1 1

Ing. C. Londoño M.

Guy Data (cont’d) Guy Elevation m 46.2 68.35

Bolt Size mm 16 A394T0 16 A394T0

Torque-Arm Number Net Width Deduct mm 0 0 0

0

U

Bolt Size mm

0.75

16 A394T0 16 A394T0

0.75

Pull Off Number Net Width Deduct mm 0 0 0

0

U

Bolt Size mm

0.75

16 A394T0 16 A394T0

0.75

Diagonal Number Net Width Deduct mm 0 0 0

0

U

0.75 0.75

Guy Pressures Guy Elevation m 46.2

Guy Location A B C D A B C D

68.35

z

qz

m 23.1000 23.1000 23.1000 23.1000 34.1750 34.1750 34.1750 34.1750

kPa 0.86 0.86 0.86 0.86 0.97 0.97 0.97 0.97

qz Ice kPa

Ice Thickness mm

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

1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E)

Face Allow or Shield Leg D No

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 79.0000 - 0.0000

2

2

Clear Spacing mm 15

Width or Perimeter Diameter mm mm 15

Weight kglm 0.37

D

No

Ar (CfAe)

77.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

75.5000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

74.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

73.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

71.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

70.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

68.0000 - 0.0000

1

1

15

15

0.37

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

Description

1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 7/8 (2 ANT MW E) 1 (4 ANT RF N) 1 (4 ANT RF N)

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

Face Allow or Shield Leg D No

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 66.5000 - 0.0000

1

1

Clear Spacing mm 15

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Width or Perimeter Diameter mm mm 15

Weight kglm 0.37

D

No

Ar (CfAe)

65.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

64.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

62.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

48.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

45.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

42.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

41.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

39.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

16.0000 - 0.0000

1

1

28

28

0.80

D

No

Ar (CfAe)

85.0000 - 0.0000

2

2

32

32

0.86

D

No

Ar (CfAe)

83.0000 - 0.0000

2

2

32

32

0.86

Feed Line/Linear Appurtenances Section Areas Tower Section

14 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

T1

Tower Elevation m 86.0000-81.8000

T2

81.8000-80.0000

T3

80.0000-78.3700

T4

78.3700-73.3600

T5

73.3600-70.0200

T6

70.0200-65.0100

T7

65.0100-60.0000

Face

AR 2

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

m 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905

AF 2

m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

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

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

Weight kg 0.00 0.00 0.00 7.60 0.00 0.00 0.00 6.21 0.00 0.00 0.00 6.10 0.00 0.00 0.00 25.80 0.00 0.00 0.00 24.42 0.00 0.00 0.00 43.19 0.00 0.00 0.00 49.35

RISATower I. P. DOLMEN S.A.

Tower Section T8

Tower Elevation m 60.0000-58.2000

T9

58.2000-56.4000

T10

56.4000-52.3200

T11

52.3200-48.2400

T12

48.2400-44.1600

T13

44.1600-40.0800

T14

40.0800-36.0000

T15

36.0000-34.0000

T16

34.0000-32.0000

T17

32.0000-30.0000

T18

30.0000-28.0000

T19

28.0000-24.0000

T20

24.0000-20.0000

T21

20.0000-16.0000

T22

16.0000-12.0000

T23

12.0000-8.0000

15 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Face

AR

AF

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

m2 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000

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

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

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

Weight kg 0.00 0.00 0.00 18.27 0.00 0.00 0.00 18.27 0.00 0.00 0.00 41.41 0.00 0.00 0.00 41.41 0.00 0.00 0.00 43.15 0.00 0.00 0.00 45.50 0.00 0.00 0.00 48.60 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 48.04 0.00 0.00 0.00 48.04 0.00 0.00 0.00 48.04 0.00 0.00 0.00 51.25 0.00

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

T24

8.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Tower Elevation m

16 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Tower Section

Page

Job

RISATower

13:55:02 10/10/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Face

AR

AF

B C D A B C D

m2 0.000 0.000 1.976 0.000 0.000 0.000 3.952

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Ing. C. Londoño M.

Weight kg 0.00 0.00 51.25 0.00 0.00 0.00 102.50

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 T21 T22 T23 T24

m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

mm 21 53 63 85 107 122 222 260 301 330 330 338 204 215 198 217 237 254 290 329 364 406 435 536

CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

CPZ Ice mm 21 53 63 85 107 122 222 260 301 330 330 338 204 215 198 217 237 254 290 329 364 406 435 536

User Defined Loads Description

Elevation

CxMANTENIMIENTO

m 80.0000

Offset From Centroid m 0.0000

Azimuth Angle ° 0.0000 No Ice Service

Weight

kg 320.00 320.00

Fx

Fz

kg

Discrete Tower Loads

Wind Force

kg 0.00 0.00

kg 0.00 0.00

0.00 0.00

CAAC m2 0.0000 0.0000

RISATower I. P. DOLMEN S.A.

Description

Face or Leg

17 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Offset Type

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

0.0000

73.0000

No Ice

0.2000

0.0500

16.00

0.0000

73.0000

No Ice

0.2000

0.0500

16.00

0.0000

71.0000

No Ice

0.2000

0.0500

16.00

0.0000

71.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

RISATower I. P. DOLMEN S.A.

Description

Face or Leg

18 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Offset Type

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.30x1.50m (E)

D

From Leg

2 ANT TV 0.30x1.50m (E)

D

From Leg

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

64.0000

No Ice

0.2000

0.0500

16.00

0.0000

64.0000

No Ice

0.2000

0.0500

16.00

0.0000

62.0000

No Ice

0.2000

0.0500

16.00

0.0000

62.0000

No Ice

0.2000

0.0500

16.00

0.0000

48.0000

No Ice

0.3000

0.1000

30.00

0.0000

54.0000

No Ice

0.3000

0.1000

30.00

0.0000

45.0000

No Ice

0.2400

0.0600

20.00

0.0000

45.0000

No Ice

0.2400

0.0600

20.00

0.0000

42.0000

No Ice

0.2400

0.0600

20.00

0.0000

42.0000

No Ice

0.2400

0.0600

20.00

RISATower

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

13:55:02 10/10/13

Client

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

Face or Leg

19 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Description

Page

Job

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

41.0000

No Ice

0.2400

0.0600

20.00

0.0000

41.0000

No Ice

0.2400

0.0600

20.00

0.0000

39.0000

No Ice

0.2400

0.0600

20.00

0.0000

39.0000

No Ice

0.2400

0.0600

20.00

0.0000

86.0000

No Ice

0.4750

0.2600

10.00

0.0000

86.0000

No Ice

0.4750

0.2600

10.00

0.0000

85.0000

No Ice

0.4750

0.2600

10.00

0.0000

85.0000

No Ice

0.4750

0.2600

10.00

0.0000

84.0000

No Ice

0.4750

0.2600

10.00

0.0000

84.0000

No Ice

0.4750

0.2600

10.00

0.0000

83.0000

No Ice

0.4750

0.2600

10.00

0.0000

83.0000

No Ice

0.4750

0.2600

10.00

Dishes Description

Face or Leg

Dish Type

Offset Type

8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)

A

Paraboloid w/o Radome

From Leg

B

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

° Worst

°

m 16.0000

m 2.4384

16.0000

2.4384

Worst

Aperture Area

Weight

No Ice

m2 4.6730

kg 113.85

No Ice

4.6730

113.85

Page

Job

RISATower

20 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Tower Pressures - No Ice GH = 1.092 Section Elevation

z

KZ

qz

AG

m 83.9000

1.833

kPa 1.25

m2 2.673

T2 81.8000-80.00 00

80.9000

1.814

1.24

1.596

T3 80.0000-78.37 00

79.1850

1.803

1.23

1.852

T4 78.3700-73.36 00

75.8650

1.781

1.21

5.693

T5 73.3600-70.02 00

71.6900

1.753

1.19

3.818

T6 70.0200-65.01 00

67.5150

1.723

1.17

5.728

T7 65.0100-60.00 00

62.5050

1.685

1.15

5.893

T8 60.0000-58.20 00

59.1000

1.659

1.13

2.433

T9 58.2000-56.40 00

57.3000

1.644

1.12

3.063

T10 56.4000-52.32 00

54.3600

1.619

1.10

7.655

T11 52.3200-48.24 00

50.2800

1.584

1.08

7.655

T12 48.2400-44.16 00

46.2000

1.546

1.05

7.655

T13 44.1600-40.08 00

42.1200

1.506

1.03

7.579

m T1 86.0000-81.80 00

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

AF

AR

Aleg

m2 0.994 0.994 0.994 0.994 0.417 0.417 0.417 0.417 0.448 0.448 0.448 0.448 1.369 1.369 1.369 1.369 0.993 0.993 0.993 0.993 1.487 1.487 1.487 1.487 0.723 0.723 0.723 0.723 0.264 0.264 0.264 0.264 0.305 0.305 0.305 0.305 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 1.526 1.526 1.526

m2 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000

m2 0.533

0.233

0.207

0.636

0.509

0.764

0.000

0.000

0.000

0.000

0.000

0.000

0.829

Leg %

53.66 53.66 53.66 41.89 55.81 55.81 55.81 36.06 46.22 46.22 46.22 30.74 46.49 46.49 46.49 27.17 51.26 51.26 51.26 26.41 51.35 51.35 51.35 24.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.31 54.31 54.31

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

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

Project

Client

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

m

m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

z

21 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

KZ

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T14 40.0800-36.00 00

38.0400

1.462

1.00

7.579

T15 36.0000-34.00 00

35.0000

1.428

0.97

4.059

T16 34.0000-32.00 00

33.0000

1.404

0.96

4.702

T17 32.0000-30.00 00

31.0000

1.379

0.94

5.334

T18 30.0000-28.00 00

29.0000

1.353

0.92

5.959

T19 28.0000-24.00 00

26.0000

1.312

0.89

13.817

T20 24.0000-20.00 00

22.0000

1.251

0.85

16.349

T21 20.0000-16.00 00

18.0000

1.181

0.80

18.883

T22 16.0000-12.00 00

14.0000

1.099

0.75

21.417

T23 12.0000-8.000 0

10.0000

1

0.68

23.949

T24 8.0000-0.0000

4.0000

1

0.68

55.513

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

AF

AR

Aleg

m2 1.526 1.523 1.523 1.523 1.523 0.933 0.933 0.933 0.933 1.002 1.002 1.002 1.002 1.054 1.054 1.054 1.054 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357

m2 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952

m2

Leg %

25.21 54.43 54.43 54.43 24.33 54.80 54.80 54.80 27.42 51.03 51.03 51.03 26.44 48.46 48.46 48.46 25.73 46.18 46.18 46.18 25.08 45.12 45.12 45.12 24.76 42.75 42.75 42.75 24.03 40.54 40.54 40.54 23.31 37.45 37.45 37.45 21.72 35.54 35.54 35.54 21.07 38.17 38.17 38.17 21.96

0.829

0.511

0.511

0.511

0.511

1.022

1.022

1.022

1.022

1.022

2.045

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

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

CAAA In Face m2 0.000 0.000

CAAA Out Face m2 0.000 0.000

Tower Pressure - Service GH = 1.092 Section Elevation m T1 86.0000-81.80

z

m 83.9000

KZ

1.833

qz

kPa 0.31

AG m2 2.673

F a c e A B

AF

AR

Aleg

m2 0.994 0.994

m2 0.000 0.000

m2 0.533

Leg %

53.66 53.66

Project

Client

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

m

KZ

m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

z

22 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

00 T2 81.8000-80.00 00

80.9000

1.814

0.31

1.596

T3 80.0000-78.37 00

79.1850

1.803

0.31

1.852

T4 78.3700-73.36 00

75.8650

1.781

0.30

5.693

T5 73.3600-70.02 00

71.6900

1.753

0.30

3.818

T6 70.0200-65.01 00

67.5150

1.723

0.29

5.728

T7 65.0100-60.00 00

62.5050

1.685

0.29

5.893

T8 60.0000-58.20 00

59.1000

1.659

0.28

2.433

T9 58.2000-56.40 00

57.3000

1.644

0.28

3.063

T10 56.4000-52.32 00

54.3600

1.619

0.28

7.655

T11 52.3200-48.24 00

50.2800

1.584

0.27

7.655

T12 48.2400-44.16 00

46.2000

1.546

0.26

7.655

T13 44.1600-40.08 00

42.1200

1.506

0.26

7.579

T14 40.0800-36.00 00

38.0400

1.462

0.25

7.579

T15 36.0000-34.00 00

35.0000

1.428

0.24

4.059

T16 34.0000-32.00

33.0000

1.404

0.24

4.702

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

AF

AR

Aleg

m2 0.994 0.994 0.417 0.417 0.417 0.417 0.448 0.448 0.448 0.448 1.369 1.369 1.369 1.369 0.993 0.993 0.993 0.993 1.487 1.487 1.487 1.487 0.723 0.723 0.723 0.723 0.264 0.264 0.264 0.264 0.305 0.305 0.305 0.305 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 1.526 1.526 1.526 1.526 1.523 1.523 1.523 1.523 0.933 0.933 0.933 0.933 1.002 1.002

m2 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000

m2

0.233

0.207

0.636

0.509

0.764

0.000

0.000

0.000

0.000

0.000

0.000

0.829

0.829

0.511

0.511

Leg %

53.66 41.89 55.81 55.81 55.81 36.06 46.22 46.22 46.22 30.74 46.49 46.49 46.49 27.17 51.26 51.26 51.26 26.41 51.35 51.35 51.35 24.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.31 54.31 54.31 25.21 54.43 54.43 54.43 24.33 54.80 54.80 54.80 27.42 51.03 51.03

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

13:55:02 10/10/13 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

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

KZ

m

13:55:02 10/10/13

Client

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

m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

z

23 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

qz

AG

kPa

m2

00 T17 32.0000-30.00 00

31.0000

1.379

0.23

5.334

T18 30.0000-28.00 00

29.0000

1.353

0.23

5.959

T19 28.0000-24.00 00

26.0000

1.312

0.22

13.817

T20 24.0000-20.00 00

22.0000

1.251

0.21

16.349

T21 20.0000-16.00 00

18.0000

1.181

0.20

18.883

T22 16.0000-12.00 00

14.0000

1.099

0.19

21.417

T23 12.0000-8.000 0

10.0000

1

0.17

23.949

T24 8.0000-0.0000

4.0000

1

0.17

55.513

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

AF

AR

Aleg

m2 1.002 1.002 1.054 1.054 1.054 1.054 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357

m2 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952

m2

Leg %

0.511

0.511

1.022

1.022

1.022

1.022

1.022

2.045

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

51.03 26.44 48.46 48.46 48.46 25.73 46.18 46.18 46.18 25.08 45.12 45.12 45.12 24.76 42.75 42.75 42.75 24.03 40.54 40.54 40.54 23.31 37.45 37.45 37.45 21.72 35.54 35.54 35.54 21.07 38.17 38.17 38.17 21.96

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

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

Add Weight

m

kg

Self Weight

T1 86.0000-81.80 00

7.60

kg 372.13

T2 81.8000-80.00 00

6.21

152.03

T3 80.0000-78.37 00

6.10

168.27

T4 78.3700-73.36 00

25.80

513.49

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

e

0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.24 0.24 0.24 0.411

CF

RR

2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.813 2.813 2.813 2.25

0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.599 0.599 0.599 0.656

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

AE

F

w

Ctrl. Face

m2 0.994 0.994 0.994 1.186 0.417 0.417 0.417 0.567 0.448 0.448 0.448 0.592 1.369 1.369 1.369 2.007

kg 345.73

kglm 82.32

D

176.87

98.26

D

192.91

118.35

D

610.21

121.80

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg 24.42

kg 367.69

T6 70.0200-65.01 00

43.19

551.54

T7 65.0100-60.00 00

49.35

770.74

T8 60.0000-58.20 00

18.27

279.03

T9 58.2000-56.40 00

18.27

296.13

T10 56.4000-52.32 00

41.41

671.63

T11 52.3200-48.24 00

41.41

671.63

T12 48.2400-44.16 00

43.15

671.63

T13 44.1600-40.08 00

45.50

669.15

T14 40.0800-36.00 00

48.60

669.15

T15 36.0000-34.00 00

24.02

413.52

T16 34.0000-32.00 00

24.02

445.32

T17 32.0000-30.00 00

24.02

467.45

T18 30.0000-28.00 00

24.02

489.78

T19 28.0000-24.00 00

48.04

863.35

T5 73.3600-70.02 00

24 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

Page

Job

13:55:02 10/10/13

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

0.26 0.26 0.26 0.505 0.26 0.26 0.26 0.55 0.123 0.123 0.123 0.446 0.108 0.108 0.108 0.398 0.1 0.1 0.1 0.33 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.31 0.201 0.201 0.201 0.434 0.201 0.201 0.201 0.45 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299

CF

RR

2.736 2.736 2.736 2.041 2.738 2.738 2.738 1.965 3.336 3.336 3.336 2.164 3.408 3.408 3.408 2.284 3.452 3.452 3.452 2.488 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.555 2.974 2.974 2.974 2.193 2.976 2.976 2.976 2.156 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594

0.604 0.604 0.604 0.7 0.604 0.604 0.604 0.724 0.578 0.578 0.578 0.671 0.576 0.576 0.576 0.651 0.575 0.575 0.575 0.626 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.619 0.591 0.591 0.591 0.666 0.591 0.591 0.591 0.673 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616

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 0.993 0.993 0.993 1.647 1.487 1.487 1.487 2.690 0.723 0.723 0.723 2.003 0.264 0.264 0.264 0.723 0.305 0.305 0.305 0.747 0.705 0.705 0.705 1.691 0.705 0.705 0.705 1.691 0.705 0.705 0.705 1.738 1.526 1.526 1.526 2.700 1.523 1.523 1.523 2.792 0.933 0.933 0.933 1.564 1.002 1.002 1.002 1.613 1.054 1.054 1.054 1.651 1.107 1.107 1.107 1.694 2.266 2.266 2.266 3.413

kg 446.95

kglm 133.82

D

690.96

137.92

D

554.09

110.60

D

207.79

115.44

D

231.75

128.75

D

537.11

131.64

D

525.27

128.74

D

520.68

127.62

D

676.26

165.75

D

667.65

163.64

D

361.53

180.76

D

386.69

193.35

D

407.39

203.69

D

425.89

212.95

D

880.87

220.22

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg 48.04

kg 914.54

T21 20.0000-16.00 00

48.04

967.71

T22 16.0000-12.00 00

51.25

1060.16

T23 12.0000-8.000 0

51.25

1120.86

T24 8.0000-0.0000

102.50

2262.63

Sum Weight:

864.47

15829.58

T20 24.0000-20.00 00

25 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

Page

Job

13:55:02 10/10/13

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

e

0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168

CF

RR

3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123

0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584

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

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 2.391 2.391 2.391 3.518 2.522 2.522 2.522 3.635 2.730 2.730 2.730 3.905 2.877 2.877 2.877 4.045 5.357 5.357 5.357 7.667

kg 912.91

kglm 228.23

D

926.65

231.66

D

943.09

235.77

D

910.82

227.71

D

1816.30

227.04

D

14356.38

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

Add Weight

m

kg

Self Weight

T1 86.0000-81.80 00

7.60

kg 372.13

T2 81.8000-80.00 00

6.21

152.03

T3 80.0000-78.37 00

6.10

168.27

T4 78.3700-73.36 00

25.80

513.49

T5 73.3600-70.02 00

24.42

367.69

T6 70.0200-65.01 00

43.19

551.54

T7 65.0100-60.00 00

49.35

770.74

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

e

0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.24 0.24 0.24 0.411 0.26 0.26 0.26 0.505 0.26 0.26 0.26 0.55 0.123 0.123 0.123 0.446

CF

RR

DF

DR

2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.813 2.813 2.813 2.25 2.736 2.736 2.736 2.041 2.738 2.738 2.738 1.965 3.336 3.336 3.336 2.164

0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.599 0.599 0.599 0.656 0.604 0.604 0.604 0.7 0.604 0.604 0.604 0.724 0.578 0.578 0.578 0.671

1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2

1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2

AE

F

w

Ctrl. Face

m2 1.193 1.193 1.193 1.423 0.499 0.499 0.499 0.680 0.529 0.529 0.529 0.710 1.615 1.615 1.615 2.409 1.187 1.187 1.187 1.977 1.776 1.776 1.776 3.228 0.790 0.790 0.790 2.403

kg 414.87

kglm 98.78

D

212.24

117.91

D

231.50

142.02

D

732.25

146.16

D

536.34

160.58

D

829.15

165.50

D

664.91

132.72

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg 18.27

kg 279.03

T9 58.2000-56.40 00

18.27

296.13

T10 56.4000-52.32 00

41.41

671.63

T11 52.3200-48.24 00

41.41

671.63

T12 48.2400-44.16 00

43.15

671.63

T13 44.1600-40.08 00

45.50

669.15

T14 40.0800-36.00 00

48.60

669.15

T15 36.0000-34.00 00

24.02

413.52

T16 34.0000-32.00 00

24.02

445.32

T17 32.0000-30.00 00

24.02

467.45

T18 30.0000-28.00 00

24.02

489.78

T19 28.0000-24.00 00

48.04

863.35

T20 24.0000-20.00 00

48.04

914.54

T21 20.0000-16.00 00

48.04

967.71

T22 16.0000-12.00 00

51.25

1060.16

T8 60.0000-58.20 00

26 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

Page

Job

13:55:02 10/10/13

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

0.108 0.108 0.108 0.398 0.1 0.1 0.1 0.33 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.31 0.201 0.201 0.201 0.434 0.201 0.201 0.201 0.45 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22

CF

RR

DF

DR

3.408 3.408 3.408 2.284 3.452 3.452 3.452 2.488 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.555 2.974 2.974 2.974 2.193 2.976 2.976 2.976 2.156 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897

0.576 0.576 0.576 0.651 0.575 0.575 0.575 0.626 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.619 0.591 0.591 0.591 0.666 0.591 0.591 0.591 0.673 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595

1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165

1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 0.285 0.285 0.285 0.868 0.328 0.328 0.328 0.896 0.753 0.753 0.753 2.029 0.753 0.753 0.753 2.029 0.753 0.753 0.753 2.085 1.757 1.757 1.757 3.240 1.753 1.753 1.753 3.350 1.094 1.094 1.094 1.877 1.162 1.162 1.162 1.936 1.211 1.211 1.211 1.982 1.261 1.261 1.261 2.032 2.544 2.544 2.544 4.095 2.654 2.654 2.654 4.205 2.775 2.775 2.775 4.268 2.991 2.991 2.991 4.549

kg 249.34

kglm 138.52

D

278.10

154.50

D

644.53

157.97

D

630.32

154.49

D

624.82

153.14

D

811.52

198.90

D

801.18

196.37

D

433.83

216.92

D

464.03

232.02

D

488.86

244.43

D

511.07

255.53

D

1057.04

264.26

D

1091.10

272.77

D

1088.05

272.01

D

1098.51

274.63

D

RISATower

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

m

Self Weight

kg 51.25

kg 1120.86

T24 8.0000-0.0000

102.50

2262.63

Sum Weight:

864.47

15829.58

T23 12.0000-8.000 0

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Add Weight

27 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Section Elevation

Page

Job

13:55:02 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168

CF

RR

DF

DR

3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123

0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584

1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126

1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 3.136 3.136 3.136 4.659 5.745 5.745 5.745 8.631

kg 1049.25

kglm 262.31

D

2044.75

255.59

D

16987.58

Tower Forces - Service - Wind Normal To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-81.80 00

7.60

kg 372.13

T2 81.8000-80.00 00

6.21

152.03

T3 80.0000-78.37 00

6.10

168.27

T4 78.3700-73.36 00

25.80

513.49

T5 73.3600-70.02 00

24.42

367.69

T6 70.0200-65.01 00

43.19

551.54

T7 65.0100-60.00 00

49.35

770.74

T8 60.0000-58.20 00

18.27

279.03

T9 58.2000-56.40 00

18.27

296.13

T10 56.4000-52.32 00

41.41

671.63

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

e

0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.24 0.24 0.24 0.411 0.26 0.26 0.26 0.505 0.26 0.26 0.26 0.55 0.123 0.123 0.123 0.446 0.108 0.108 0.108 0.398 0.1 0.1 0.1 0.33 0.092 0.092 0.092 0.301

CF

2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.813 2.813 2.813 2.25 2.736 2.736 2.736 2.041 2.738 2.738 2.738 1.965 3.336 3.336 3.336 2.164 3.408 3.408 3.408 2.284 3.452 3.452 3.452 2.488 3.491 3.491 3.491 2.586

RR

0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.599 0.599 0.599 0.656 0.604 0.604 0.604 0.7 0.604 0.604 0.604 0.724 0.578 0.578 0.578 0.671 0.576 0.576 0.576 0.651 0.575 0.575 0.575 0.626 0.574 0.574 0.574 0.616

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

AE

F

w

Ctrl. Face

m2 0.994 0.994 0.994 1.186 0.417 0.417 0.417 0.567 0.448 0.448 0.448 0.592 1.369 1.369 1.369 2.007 0.993 0.993 0.993 1.647 1.487 1.487 1.487 2.690 0.723 0.723 0.723 2.003 0.264 0.264 0.264 0.723 0.305 0.305 0.305 0.747 0.705 0.705 0.705 1.691

kg 86.43

kglm 20.58

D

44.22

24.57

D

48.23

29.59

D

152.55

30.45

D

111.74

33.45

D

172.74

34.48

D

138.52

27.65

D

51.95

28.86

D

57.94

32.19

D

134.28

32.91

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg 41.41

kg 671.63

T12 48.2400-44.16 00

43.15

671.63

T13 44.1600-40.08 00

45.50

669.15

T14 40.0800-36.00 00

48.60

669.15

T15 36.0000-34.00 00

24.02

413.52

T16 34.0000-32.00 00

24.02

445.32

T17 32.0000-30.00 00

24.02

467.45

T18 30.0000-28.00 00

24.02

489.78

T19 28.0000-24.00 00

48.04

863.35

T20 24.0000-20.00 00

48.04

914.54

T21 20.0000-16.00 00

48.04

967.71

T22 16.0000-12.00 00

51.25

1060.16

T23 12.0000-8.000 0

51.25

1120.86

T24 8.0000-0.0000

102.50

2262.63

Sum Weight:

864.47

15829.58

T11 52.3200-48.24 00

28 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

Page

Job

13:55:02 10/10/13

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

e

0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.31 0.201 0.201 0.201 0.434 0.201 0.201 0.201 0.45 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168

CF

RR

3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.555 2.974 2.974 2.974 2.193 2.976 2.976 2.976 2.156 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123

0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.619 0.591 0.591 0.591 0.666 0.591 0.591 0.591 0.673 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584

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

w

Designed by

Ing. C. Londoño M.

AE

F

m2 0.705 0.705 0.705 1.691 0.705 0.705 0.705 1.738 1.526 1.526 1.526 2.700 1.523 1.523 1.523 2.792 0.933 0.933 0.933 1.564 1.002 1.002 1.002 1.613 1.054 1.054 1.054 1.651 1.107 1.107 1.107 1.694 2.266 2.266 2.266 3.413 2.391 2.391 2.391 3.518 2.522 2.522 2.522 3.635 2.730 2.730 2.730 3.905 2.877 2.877 2.877 4.045 5.357 5.357 5.357 7.667

kg 131.32

kglm 32.19

D

130.17

31.90

D

169.07

41.44

D

166.91

40.91

D

90.38

45.19

D

96.67

48.34

D

101.85

50.92

D

106.47

53.24

D

220.22

55.05

D

228.23

57.06

D

231.66

57.92

D

235.77

58.94

D

227.71

56.93

D

454.08

56.76

D

3589.09

Ctrl. Face

Page

Job

RISATower

29 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

13:55:02 10/10/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Tower Forces - Service - Wind 45 To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-81.80 00

7.60

kg 372.13

T2 81.8000-80.00 00

6.21

152.03

T3 80.0000-78.37 00

6.10

168.27

T4 78.3700-73.36 00

25.80

513.49

T5 73.3600-70.02 00

24.42

367.69

T6 70.0200-65.01 00

43.19

551.54

T7 65.0100-60.00 00

49.35

770.74

T8 60.0000-58.20 00

18.27

279.03

T9 58.2000-56.40 00

18.27

296.13

T10 56.4000-52.32 00

41.41

671.63

T11 52.3200-48.24 00

41.41

671.63

T12 48.2400-44.16 00

43.15

671.63

T13 44.1600-40.08 00

45.50

669.15

T14 40.0800-36.00 00

48.60

669.15

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

0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.24 0.24 0.24 0.411 0.26 0.26 0.26 0.505 0.26 0.26 0.26 0.55 0.123 0.123 0.123 0.446 0.108 0.108 0.108 0.398 0.1 0.1 0.1 0.33 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.31 0.201 0.201 0.201 0.434 0.201 0.201 0.201

CF

RR

DF

DR

2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.813 2.813 2.813 2.25 2.736 2.736 2.736 2.041 2.738 2.738 2.738 1.965 3.336 3.336 3.336 2.164 3.408 3.408 3.408 2.284 3.452 3.452 3.452 2.488 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.555 2.974 2.974 2.974 2.193 2.976 2.976 2.976

0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.599 0.599 0.599 0.656 0.604 0.604 0.604 0.7 0.604 0.604 0.604 0.724 0.578 0.578 0.578 0.671 0.576 0.576 0.576 0.651 0.575 0.575 0.575 0.626 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.619 0.591 0.591 0.591 0.666 0.591 0.591 0.591

1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.151 1.151 1.151 1.2 1.151 1.151 1.151

1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.151 1.151 1.151 1.2 1.151 1.151 1.151

AE

F

w

Ctrl. Face

m2 1.193 1.193 1.193 1.423 0.499 0.499 0.499 0.680 0.529 0.529 0.529 0.710 1.615 1.615 1.615 2.409 1.187 1.187 1.187 1.977 1.776 1.776 1.776 3.228 0.790 0.790 0.790 2.403 0.285 0.285 0.285 0.868 0.328 0.328 0.328 0.896 0.753 0.753 0.753 2.029 0.753 0.753 0.753 2.029 0.753 0.753 0.753 2.085 1.757 1.757 1.757 3.240 1.753 1.753 1.753

kg 103.72

kglm 24.69

D

53.06

29.48

D

57.87

35.51

D

183.06

36.54

D

134.09

40.15

D

207.29

41.37

D

166.23

33.18

D

62.34

34.63

D

69.53

38.63

D

161.13

39.49

D

157.58

38.62

D

156.21

38.29

D

202.88

49.73

D

200.30

49.09

D

RISATower I. P. DOLMEN S.A.

Section Elevation

Add Weight

Self Weight

m

kg

kg

T15 36.0000-34.00 00

24.02

413.52

T16 34.0000-32.00 00

24.02

445.32

T17 32.0000-30.00 00

24.02

467.45

T18 30.0000-28.00 00

24.02

489.78

T19 28.0000-24.00 00

48.04

863.35

T20 24.0000-20.00 00

48.04

914.54

T21 20.0000-16.00 00

48.04

967.71

T22 16.0000-12.00 00

51.25

1060.16

T23 12.0000-8.000 0

51.25

1120.86

T24 8.0000-0.0000

102.50

2262.63

Sum Weight:

864.47

15829.58

30 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

Page

Job

13:55:02 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.45 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168

CF

RR

DF

DR

2.156 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123

0.673 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584

1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126

1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126

AE

F

w

m2 3.350 1.094 1.094 1.094 1.877 1.162 1.162 1.162 1.936 1.211 1.211 1.211 1.982 1.261 1.261 1.261 2.032 2.544 2.544 2.544 4.095 2.654 2.654 2.654 4.205 2.775 2.775 2.775 4.268 2.991 2.991 2.991 4.549 3.136 3.136 3.136 4.659 5.745 5.745 5.745 8.631

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

108.46

54.23

D

116.01

58.00

D

122.22

61.11

D

127.77

63.88

D

264.26

66.07

D

272.77

68.19

D

272.01

68.00

D

274.63

68.66

D

262.31

65.58

D

511.19

63.90

D

4246.89

Mast Vectors - No Ice Section No. T1

Section Elevation m 86.0000-81.8000

T2

81.8000-80.0000

T3

80.0000-78.3700

Wind Azimuth ° 0 45 90 0 45 90 0 45

Directionality

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

F

Vx

Vz

OTMx

OTMz

Torque

kg 345.73 414.87 345.73 176.87 212.24 176.87 192.91 231.50

kg

kg -345.73 -293.36 0.00 -176.87 -150.08 0.00 -192.91 -163.69

kg-m -29004 -24611 2 -14306 -12139 3 -15272 -12959

kg-m

kg-m

0.00 293.36 345.73 0.00 150.08 176.87 0.00 163.69

0 -24613 -29007 0 -12141 -14309 0 -12962

0 6 7 0 8 9 0 10

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

T4

78.3700-73.3600

T5

73.3600-70.0200

T6

70.0200-65.0100

T7

65.0100-60.0000

T8

60.0000-58.2000

T9

58.2000-56.4000

T10

56.4000-52.3200

T11

52.3200-48.2400

T12

48.2400-44.1600

T13

44.1600-40.0800

T14

40.0800-36.0000

T15

36.0000-34.0000

T16

34.0000-32.0000

T17

32.0000-30.0000

T18

30.0000-28.0000

T19

28.0000-24.0000

T20

24.0000-20.0000

T21

20.0000-16.0000

T22

16.0000-12.0000

T23

12.0000-8.0000

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 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

31 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. 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 Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal

F kg 192.91 610.21 732.25 610.21 446.95 536.34 446.95 690.96 829.15 690.96 554.09 664.91 554.09 207.79 249.34 207.79 231.75 278.10 231.75 537.11 644.53 537.11 525.27 630.32 525.27 520.68 624.82 520.68 676.26 811.52 676.26 667.65 801.18 667.65 361.53 433.83 361.53 386.69 464.03 386.69 407.39 488.86 407.39 425.89 511.07 425.89 880.87 1057.04 880.87 912.91 1091.10 912.91 926.65 1088.05 926.65 943.09 1098.51 943.09 910.82 1049.25 910.82

Vx

Vz

OTMx

OTMz

kg 192.91 0.00 517.78 610.21 0.00 379.25 446.95 0.00 586.30 690.96 0.00 470.16 554.09 0.00 176.31 207.79 0.00 196.65 231.75 0.00 455.75 537.11 0.00 445.70 525.27 0.00 441.81 520.68 0.00 573.83 676.26 0.00 566.52 667.65 0.00 306.77 361.53 0.00 328.12 386.69 0.00 345.68 407.39 0.00 361.38 425.89 0.00 747.44 880.87 0.00 771.52 912.91 0.00 769.37 926.65 0.00 776.76 943.09 0.00 741.93 910.82

kg

kg-m

kg-m -15276 0 -39281 -46293 0 -27189 -32042 0 -39584 -46650 0 -29387 -34633 0 -10420 -12280 0 -11268 -13279 0 -24775 -29197 0 -22410 -26410 0 -20412 -24056 0 -24170 -28484 0 -21550 -25397 0 -10737 -12653 0 -10828 -12761 0 -10716 -12629 0 -10480 -12351 0 -19433 -22903 0 -16974 -20084 0 -13849 -16680 0 -10875 -13203 0 -7419 -9108

0.00 -610.21 -517.78 0.00 -446.95 -379.25 0.00 -690.96 -586.30 0.00 -554.09 -470.16 0.00 -207.79 -176.31 0.00 -231.75 -196.65 0.00 -537.11 -455.75 0.00 -525.27 -445.70 0.00 -520.68 -441.81 0.00 -676.26 -573.83 0.00 -667.65 -566.52 0.00 -361.53 -306.77 0.00 -386.69 -328.12 0.00 -407.39 -345.68 0.00 -425.89 -361.38 0.00 -880.87 -747.44 0.00 -912.91 -771.52 0.00 -926.65 -769.37 0.00 -943.09 -776.76 0.00 -910.82 -741.93 0.00

3 -46279 -39267 15 -32028 -27175 14 -46626 -39560 24 -34606 -29360 28 -12268 -10408 12 -13264 -11253 15 -29160 -24737 38 -26373 -22372 38 -24016 -20373 39 -28443 -24128 41 -25353 -21506 44 -12630 -10713 24 -12733 -10800 28 -12598 -10685 31 -12316 -10445 35 -22821 -19352 82 -19987 -16877 97 -16568 -13737 112 -13067 -10739 136 -8956 -7267 152

13:55:02 10/10/13 Designed by

Ing. C. Londoño M. Torque kg-m 12 0 44 52 0 41 48 0 72 85 0 105 123 0 46 54 0 59 70 0 150 177 0 147 173 0 150 176 0 117 138 0 122 143 0 61 71 0 71 84 0 82 96 0 92 108 0 217 256 0 254 300 0 280 337 0 316 383 0 323 396

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 8.0000-0.0000

T24

Wind Azimuth ° 0 45 90

Page

Job

32 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Directionality

F

Vx

kg 1816.30 2044.75 1816.30

Wind Normal Wind 90 Wind Normal

kg 0.00 1445.85 1816.30

Vz kg -1816.30 -1445.85 0.00

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

OTMx

OTMz

Torque

kg-m -6912 -5430 353

kg-m

kg-m

0 -5783 -7265

0 775 974

Mast Totals - No Ice Wind Azimuth °

Vx kg

0 45 90

0.00 12012.03 14356.38

Vz kg -14356.38 -12012.03 0.00

OTMx

OTMz

Torque

kg-m -515586 -435891 1366

kg-m

kg-m

0 -437256 -516952

0 3546 4274

Mast Vectors - Service Section No. T1

Section Elevation m 86.0000-81.8000

T2

81.8000-80.0000

T3

80.0000-78.3700

T4

78.3700-73.3600

T5

73.3600-70.0200

T6

70.0200-65.0100

T7

65.0100-60.0000

T8

60.0000-58.2000

T9

58.2000-56.4000

T10

56.4000-52.3200

T11

52.3200-48.2400

T12

48.2400-44.1600

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

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

F

Vx

Vz

OTMx

OTMz

Torque

kg 86.43 103.72 86.43 44.22 53.06 44.22 48.23 57.87 48.23 152.55 183.06 152.55 111.74 134.09 111.74 172.74 207.29 172.74 138.52 166.23 138.52 51.95 62.34 51.95 57.94 69.53 57.94 134.28 161.13 134.28 131.32 157.58 131.32 130.17

kg

kg -86.43 -73.34 0.00 -44.22 -37.52 0.00 -48.23 -40.92 0.00 -152.55 -129.44 0.00 -111.74 -94.81 0.00 -172.74 -146.57 0.00 -138.52 -117.54 0.00 -51.95 -44.08 0.00 -57.94 -49.16 0.00 -134.28 -113.94 0.00 -131.32 -111.43 0.00 -130.17

kg-m -7249 -6151 2 -3574 -3033 3 -3816 -3237 3 -11559 -9806 15 -7997 -6783 14 -11638 -9872 24 -8631 -7319 28 -3058 -2593 12 -3305 -2802 15 -7262 -6156 38 -6565 -5565 38 -5975

kg-m

kg-m

0.00 73.34 86.43 0.00 37.52 44.22 0.00 40.92 48.23 0.00 129.44 152.55 0.00 94.81 111.74 0.00 146.57 172.74 0.00 117.54 138.52 0.00 44.08 51.95 0.00 49.16 57.94 0.00 113.94 134.28 0.00 111.43 131.32 0.00

0 -6153 -7252 0 -3035 -3577 0 -3241 -3819 0 -9820 -11573 0 -6797 -8011 0 -9896 -11663 0 -7347 -8658 0 -2605 -3070 0 -2817 -3320 0 -6194 -7299 0 -5603 -6603 0

0 2 2 0 2 2 0 3 3 0 11 13 0 10 12 0 18 21 0 26 31 0 11 13 0 15 17 0 38 44 0 37 43 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.

Section No.

Section Elevation m

T13

44.1600-40.0800

T14

40.0800-36.0000

T15

36.0000-34.0000

T16

34.0000-32.0000

T17

32.0000-30.0000

T18

30.0000-28.0000

T19

28.0000-24.0000

T20

24.0000-20.0000

T21

20.0000-16.0000

T22

16.0000-12.0000

T23

12.0000-8.0000

T24

8.0000-0.0000

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

Page

Job

33 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Directionality

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

F

Vx

Vz

OTMx

OTMz

kg 156.21 130.17 169.07 202.88 169.07 166.91 200.30 166.91 90.38 108.46 90.38 96.67 116.01 96.67 101.85 122.22 101.85 106.47 127.77 106.47 220.22 264.26 220.22 228.23 272.77 228.23 231.66 272.01 231.66 235.77 274.63 235.77 227.71 262.31 227.71 454.08 511.19 454.08

kg 110.45 130.17 0.00 143.46 169.07 0.00 141.63 166.91 0.00 76.69 90.38 0.00 82.03 96.67 0.00 86.42 101.85 0.00 90.35 106.47 0.00 186.86 220.22 0.00 192.88 228.23 0.00 192.34 231.66 0.00 194.19 235.77 0.00 185.48 227.71 0.00 361.46 454.08

kg -110.45 0.00 -169.07 -143.46 0.00 -166.91 -141.63 0.00 -90.38 -76.69 0.00 -96.67 -82.03 0.00 -101.85 -86.42 0.00 -106.47 -90.35 0.00 -220.22 -186.86 0.00 -228.23 -192.88 0.00 -231.66 -192.34 0.00 -235.77 -194.19 0.00 -227.71 -185.48 0.00 -454.08 -361.46 0.00

kg-m -5064 39 -7080 -6001 41 -6305 -5343 44 -3140 -2660 24 -3163 -2679 28 -3126 -2648 31 -3053 -2585 35 -5644 -4777 82 -4924 -4146 97 -4058 -3350 112 -3165 -2583 136 -2125 -1703 152 -1463 -1093 353

kg-m -5103 -6014 0 -6042 -7121 0 -5388 -6349 0 -2684 -3163 0 -2707 -3190 0 -2679 -3157 0 -2620 -3088 0 -4858 -5726 0 -4243 -5021 0 -3462 -4170 0 -2719 -3301 0 -1855 -2277 0 -1446 -1816

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Mast Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -3589.09 -3003.01 0.00

kg-m -127872 -107948 1366

kg-m

kg-m

0.00 3003.01 3589.09

0 -109314 -129238

0 886 1069

Discrete Appurtenance Pressures - No Ice

GH = 1.092

Torque kg-m 37 44 0 29 34 0 30 36 0 15 18 0 18 21 0 20 24 0 23 27 0 54 64 0 63 75 0 70 84 0 79 96 0 81 99 0 194 243

RISATower I. P. DOLMEN S.A.

Description

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:

34 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

Page

Job

13:55:02 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 812.00

Offsetx

Offsetz

m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828

m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828

z m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000

Kz 1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828

qz kPa 1.23 1.23 1.23 1.22 1.22 1.22 1.21 1.21 1.21 1.21 1.21 1.21 1.20 1.20 1.19 1.19 1.19 1.19 1.19 1.18 1.18 1.18 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.16 1.15 1.15 1.07 1.10 1.05 1.05 1.03 1.03 1.02 1.02 1.00 1.00 1.26 1.26 1.25 1.25 1.25 1.25 1.25 1.25

CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A

Designed by

Ing. C. Londoño M.

CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

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 NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Fa

35 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 0.00 19.33 27.34

Vz

kg 6.83 4.83 0.00

OTMx

kg 0.00 19.33 27.34

OTMz

kg-m -6.83 -4.83 0.00

Designed by

Ing. C. Londoño M. Torque

kg-m -540 -382 0

13:55:02 10/10/13

kg-m 9 -1518 -2151

-4 -3 0

2 ANT TV 0.20x0.80m - Elevation 79 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.34 19.33 0.00

Vz

kg 0.00 4.83 6.83

OTMx

kg 0.00 4.83 6.83

OTMz

kg-m -27.34 -19.33 0.00

Torque

kg-m -2169 -1536 -9

kg-m 0 -382 -540

0 -3 -4

2 ANT TV 0.20x0.80m - Elevation 79 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.33 27.34

Vz

kg 6.83 4.83 0.00

OTMx

kg 0.00 19.33 27.34

OTMz

kg-m -6.83 -4.83 0.00

Torque

kg-m -540 -382 0

kg-m -9 -1536 -2169

4 3 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.19 27.14

Vz

kg 6.78 4.80 0.00

OTMx

kg 0.00 19.19 27.14

OTMz

kg-m -6.78 -4.80 0.00

Torque

kg-m -522 -369 0

kg-m 17 -1461 -2073

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.14 19.19 0.00

Vz

kg 0.00 4.80 6.78

OTMx

kg 0.00 4.80 6.78

OTMz

kg-m -27.14 -19.19 0.00

Torque

kg-m -2106 -1494 -17

kg-m 0 -369 -522

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 77 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.19 27.14

Vz

kg 6.78 4.80 0.00

OTMx

kg 0.00 19.19 27.14

OTMz

kg-m -6.78 -4.80 0.00

Torque

kg-m -522 -369 0

kg-m -17 -1494 -2106

7 5 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 19.08

Vz

kg 6.75 4.77

OTMx

kg 0.00 19.08

OTMz

kg-m -6.75 -4.77

Torque

kg-m -509 -360

kg-m 17 -1424

-7 -5

Page

Job

RISATower

36 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 26.99

Vz

kg 0.00

OTMx

kg 26.99

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -2021

0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B

Fs

kg

0 45 90

Vx

kg 26.99 19.08 0.00

Vz

kg 0.00 4.77 6.75

OTMx

kg 0.00 4.77 6.75

OTMz

kg-m -26.99 -19.08 0.00

Torque

kg-m -2054 -1458 -17

kg-m 0 -360 -509

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.08 26.99

Vz

kg 6.75 4.77 0.00

OTMx

kg 0.00 19.08 26.99

OTMz

kg-m -6.75 -4.77 0.00

Torque

kg-m -509 -360 0

kg-m -17 -1458 -2054

7 5 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.97 26.83

Vz

kg 6.71 4.74 0.00

OTMx

kg 0.00 18.97 26.83

OTMz

kg-m -6.71 -4.74 0.00

Torque

kg-m -496 -351 0

kg-m 17 -1387 -1969

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.83 18.97 0.00

Vz

kg 0.00 4.74 6.71

OTMx

kg 0.00 4.74 6.71

OTMz

kg-m -26.83 -18.97 0.00

Torque

kg-m -2002 -1421 -17

kg-m 0 -351 -496

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 74 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.97 26.83

Vz

kg 6.71 4.74 0.00

OTMx

kg 0.00 18.97 26.83

OTMz

kg-m -6.71 -4.74 0.00

Torque

kg-m -496 -351 0

kg-m -17 -1421 -2002

7 5 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 18.90

Vz

kg 6.68 4.72

OTMx

kg 0.00 18.90

OTMz

kg-m -6.68 -4.72

Torque

kg-m -488 -345

kg-m 17 -1363

-7 -5

Page

Job

RISATower

37 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 73 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 26.73

Vz

kg 0.00

OTMx

kg 26.73

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1934

0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face B

Fs

kg

0 45 90

Vx

kg 26.73 18.90 0.00

Vz

kg 0.00 4.72 6.68

OTMx

kg 0.00 4.72 6.68

OTMz

kg-m -26.73 -18.90 0.00

Torque

kg-m -1968 -1396 -17

kg-m 0 -345 -488

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 71 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.75 26.52

Vz

kg 6.63 4.69 0.00

OTMx

kg 0.00 18.75 26.52

OTMz

kg-m -6.63 -4.69 0.00

Torque

kg-m -471 -333 0

kg-m 17 -1314 -1866

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 71 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.52 18.75 0.00

Vz

kg 0.00 4.69 6.63

OTMx

kg 0.00 4.69 6.63

OTMz

kg-m -26.52 -18.75 0.00

Torque

kg-m -1899 -1348 -17

kg-m 0 -333 -471

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 70 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.67 26.41

Vz

kg 6.60 4.67 0.00

OTMx

kg 0.00 18.67 26.41

OTMz

kg-m -6.60 -4.67 0.00

Torque

kg-m -462 -327 0

kg-m 17 -1290 -1832

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 70 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.41 18.67 0.00

Vz

kg 0.00 4.67 6.60

OTMx

kg 0.00 4.67 6.60

OTMz

kg-m -26.41 -18.67 0.00

Torque

kg-m -1865 -1324 -17

kg-m 0 -327 -462

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 70 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 18.67

Vz

kg 6.60 4.67

OTMx

kg 0.00 18.67

OTMz

kg-m -6.60 -4.67

Torque

kg-m -462 -327

kg-m -17 -1324

7 5

Page

Job

RISATower

38 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 70 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 26.41

Vz

kg 0.00

OTMx

kg 26.41

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1865

0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 18.52 26.19

Vz

kg 6.55 4.63 0.00

OTMx

kg 0.00 18.52 26.19

OTMz

kg-m -6.55 -4.63 0.00

Torque

kg-m -445 -315 0

kg-m 17 -1243 -1764

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.19 18.52 0.00

Vz

kg 0.00 4.63 6.55

OTMx

kg 0.00 4.63 6.55

OTMz

kg-m -26.19 -18.52 0.00

Torque

kg-m -1798 -1276 -17

kg-m 0 -315 -445

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 68 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.52 26.19

Vz

kg 6.55 4.63 0.00

OTMx

kg 0.00 18.52 26.19

OTMz

kg-m -6.55 -4.63 0.00

Torque

kg-m -445 -315 0

kg-m -17 -1276 -1798

7 5 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.40 26.03

Vz

kg 6.51 4.60 0.00

OTMx

kg 0.00 18.40 26.03

OTMz

kg-m -6.51 -4.60 0.00

Torque

kg-m -433 -306 0

kg-m 17 -1207 -1714

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.03 18.40 0.00

Vz

kg 0.00 4.60 6.51

OTMx

kg 0.00 4.60 6.51

OTMz

kg-m -26.03 -18.40 0.00

Torque

kg-m -1747 -1241 -17

kg-m 0 -306 -433

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 18.40

Vz

kg 6.51 4.60

OTMx

kg 0.00 18.40

OTMz

kg-m -6.51 -4.60

Torque

kg-m -433 -306

kg-m -17 -1241

7 5

Page

Job

RISATower

39 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 26.03

Vz

kg 0.00

OTMx

kg 26.03

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1747

0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 18.28 25.86

Vz

kg 6.46 4.57 0.00

OTMx

kg 0.00 18.28 25.86

OTMz

kg-m -6.46 -4.57 0.00

Torque

kg-m -420 -297 0

kg-m 17 -1172 -1664

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.86 18.28 0.00

Vz

kg 0.00 4.57 6.46

OTMx

kg 0.00 4.57 6.46

OTMz

kg-m -25.86 -18.28 0.00

Torque

kg-m -1697 -1205 -17

kg-m 0 -297 -420

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 65 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.28 25.86

Vz

kg 6.46 4.57 0.00

OTMx

kg 0.00 18.28 25.86

OTMz

kg-m -6.46 -4.57 0.00

Torque

kg-m -420 -297 0

kg-m -17 -1205 -1697

7 5 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.20 25.74

Vz

kg 6.44 4.55 0.00

OTMx

kg 0.00 18.20 25.74

OTMz

kg-m -6.44 -4.55 0.00

Torque

kg-m -412 -291 0

kg-m 17 -1148 -1631

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.74 18.20 0.00

Vz

kg 0.00 4.55 6.44

OTMx

kg 0.00 4.55 6.44

OTMz

kg-m -25.74 -18.20 0.00

Torque

kg-m -1664 -1182 -17

kg-m 0 -291 -412

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 62 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 18.04

Vz

kg 6.38 4.51

OTMx

kg 0.00 18.04

OTMz

kg-m -6.38 -4.51

Torque

kg-m -395 -280

kg-m 17 -1102

-7 -5

Page

Job

RISATower

40 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 62 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 25.51

Vz

kg 0.00

OTMx

kg 25.51

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1565

0

2 ANT TV 0.20x0.80m - Elevation 62 - From Face B

Fs

kg

0 45 90

Vx

kg 25.51 18.04 0.00

Vz

kg 0.00 4.51 6.38

OTMx

kg 0.00 4.51 6.38

OTMz

kg-m -25.51 -18.04 0.00

Torque

kg-m -1598 -1135 -17

kg-m 0 -280 -395

0 -5 -7

2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.15 35.57 25.15

Vz

kg 8.38 0.00 8.38

OTMx

kg 11.86 25.15 23.71

OTMz

kg-m -23.71 -25.15 -11.86

Torque

kg-m -1101 -1170 -531

kg-m -531 -1170 -1101

-15 0 15

2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.01 36.78 26.01

Vz

kg 8.67 0.00 8.67

OTMx

kg 12.26 26.01 24.52

OTMz

kg-m -24.52 -26.01 -12.26

Torque

kg-m -1287 -1367 -624

kg-m -624 -1367 -1287

-15 0 15

2 ANT TV 0.25x0.90m - Elevation 45 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.75 27.93

Vz

kg 6.98 4.94 0.00

OTMx

kg 0.00 19.75 27.93

OTMz

kg-m -6.98 -4.94 0.00

Torque

kg-m -314 -222 0

kg-m 28 -861 -1229

-10 -7 0

2 ANT TV 0.25x0.90m - Elevation 45 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.93 19.75 0.00

Vz

kg 0.00 4.94 6.98

OTMx

kg 0.00 4.94 6.98

OTMz

kg-m -27.93 -19.75 0.00

Torque

kg-m -1239 -871 18

kg-m 0 -222 -314

0 4 6

2 ANT TV 0.25x0.90m - Elevation 42 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 19.37

Vz

kg 6.85 4.84

OTMx

kg 0.00 19.37

OTMz

kg-m -6.85 -4.84

Torque

kg-m -288 -203

kg-m 28 -785

-10 -7

Page

Job

RISATower

41 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.25x0.90m - Elevation 42 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 27.39

Vz

kg 0.00

OTMx

kg 27.39

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -1122

0

2 ANT TV 0.25x0.90m - Elevation 42 - From Face D

Fs

kg

0 45 90

Vx

kg 27.39 19.37 0.00

Vz

kg 0.00 4.84 6.85

OTMx

kg 0.00 4.84 6.85

OTMz

kg-m -27.39 -19.37 0.00

Torque

kg-m -1132 -795 18

kg-m 0 -203 -288

0 4 6

2 ANT TV 0.25x0.90m - Elevation 41 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.23 27.20

Vz

kg 6.80 4.81 0.00

OTMx

kg 0.00 19.23 27.20

OTMz

kg-m -6.80 -4.81 0.00

Torque

kg-m -279 -197 0

kg-m 28 -761 -1087

-10 -7 0

2 ANT TV 0.25x0.90m - Elevation 41 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.20 19.23 0.00

Vz

kg 0.00 4.81 6.80

OTMx

kg 0.00 4.81 6.80

OTMz

kg-m -27.20 -19.23 0.00

Torque

kg-m -1097 -771 18

kg-m 0 -197 -279

0 4 6

2 ANT TV 0.25x0.90m - Elevation 39 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.96 26.81

Vz

kg 6.70 4.74 0.00

OTMx

kg 0.00 18.96 26.81

OTMz

kg-m -6.70 -4.74 0.00

Torque

kg-m -261 -185 0

kg-m 28 -711 -1018

-9 -7 0

2 ANT TV 0.25x0.90m - Elevation 39 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.81 18.96 0.00

Vz

kg 0.00 4.74 6.70

OTMx

kg 0.00 4.74 6.70

OTMz

kg-m -26.81 -18.96 0.00

Torque

kg-m -1028 -721 18

kg-m 0 -185 -261

0 4 6

AT15-250 - Elevation 86 - From Leg C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 47.04 0.00

Vz

kg 25.75 36.41

OTMx

kg -15.06 25.75

OTMz

kg-m -51.47 -25.75

Torque

kg-m -4420 -2208

kg-m 1289 -2220

21 30

Page

Job

RISATower

42 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 86 - From Leg C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 47.04

Vz

kg 25.75

OTMx

kg 51.47

OTMz

kg-m 15.06

Torque

kg-m 1301

kg-m -4432

21

AT15-250 - Elevation 86 - From Leg D

Fs

kg

0 45 90

Vx

kg 47.04 66.52 47.04

Vz

kg 25.75 0.00 25.75

OTMx

kg 15.06 47.04 51.47

OTMz

kg-m -51.47 -47.04 -15.06

Torque

kg-m -4420 -4039 -1289

kg-m -1289 -4039 -4420

-21 0 21

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.88 0.00 46.88

Vz

kg 25.66 36.29 25.66

OTMx

kg -15.00 25.66 51.30

OTMz

kg-m -51.30 -25.66 15.00

Torque

kg-m -4354 -2175 1281

kg-m 1270 -2187 -4366

21 30 21

AT15-250 - Elevation 85 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.88 66.30 46.88

Vz

kg 25.66 0.00 25.66

OTMx

kg 15.00 46.88 51.30

OTMz

kg-m -51.30 -46.88 -15.00

Torque

kg-m -4354 -3979 -1270

kg-m -1270 -3979 -4354

-21 0 21

AT15-250 - Elevation 84 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.72 0.00 46.72

Vz

kg 25.57 36.17 25.57

OTMx

kg -14.95 25.57 51.12

OTMz

kg-m -51.12 -25.57 14.95

Torque

kg-m -4288 -2142 1262

kg-m 1250 -2154 -4300

21 30 21

AT15-250 - Elevation 84 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.72 66.08 46.72

Vz

kg 25.57 0.00 25.57

OTMx

kg 14.95 46.72 51.12

OTMz

kg-m -51.12 -46.72 -14.95

Torque

kg-m -4288 -3919 -1250

kg-m -1250 -3919 -4288

-21 0 21

AT15-250 - Elevation 83 - From Leg C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 46.56 0.00

Vz

kg 25.49 36.04

OTMx

kg -14.90 25.49

OTMz

kg-m -50.95 -25.49

Torque

kg-m -4223 -2110

kg-m 1231 -2121

21 30

Page

Job

RISATower

43 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

13:55:02 10/10/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 83 - From Leg C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 46.56

Vz

kg 25.49

OTMx

kg

OTMz

kg-m

50.95

14.90

Torque

kg-m 1243

kg-m -4235

21

AT15-250 - Elevation 83 - From Leg D

Fs

kg

0 45 90

Vx

kg 46.56 65.85 46.56

Vz

kg 25.49 0.00 25.49

OTMx

kg

OTMz

kg-m

14.90 46.56 50.95

-50.95 -46.56 -14.90

Torque

kg-m -4223 -3859 -1231

kg-m -1231 -3859 -4223

-21 0 21

Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -1044.36 -755.52 -24.12

kg-m

kg-m

kg-m

24.12 868.37 1203.94

-74590 -53613 -1231

-977 -61481 -85821

-96 34 144

Discrete Appurtenance Pressures - Service Description

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m

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

Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00

Offsetx

Offsetz

m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500

m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000

z m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000

Kz 1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704

qz kPa 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 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

GH = 1.092

CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000

CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

13:55:02 10/10/13

Client

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

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

44 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Description

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:

Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 812.00

Offsetx

Offsetz

z

m 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828

m -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828

m 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000

Kz

qz

1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828

kPa 0.29 0.29 0.29 0.29 0.29 0.29 0.27 0.28 0.26 0.26 0.26 0.26 0.25 0.25 0.25 0.25 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31

CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

Designed by

Ing. C. Londoño M.

CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

Discrete Appurtenance Vectors - Service 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.83 6.83

Vz

kg 1.71 1.21 0.00

OTMx

kg 0.00 4.83 6.83

OTMz

kg-m -1.71 -1.21 0.00

Torque

kg-m -135 -95 0

kg-m 9 -373 -531

-1 -1 0

2 ANT TV 0.20x0.80m - Elevation 79 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.83 4.83 0.00

Vz

kg 0.00 1.21 1.71

OTMx

kg 0.00 1.21 1.71

OTMz

kg-m -6.83 -4.83 0.00

Torque

kg-m -549 -391 -9

kg-m 0 -95 -135

0 -1 -1

2 ANT TV 0.20x0.80m - Elevation 79 - From Face C

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 4.83 6.83

Vz

kg 1.71 1.21 0.00

OTMx

kg 0.00 4.83 6.83

OTMz

kg-m -1.71 -1.21 0.00

Torque

kg-m -135 -95 0

kg-m -9 -391 -549

1 1 0

Page

Job

RISATower

45 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 77 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.80 6.78

Vz

kg 1.70 1.20 0.00

OTMx

kg 0.00 4.80 6.78

OTMz

kg-m -1.70 -1.20 0.00

Torque

kg-m -131 -92 0

kg-m 17 -353 -506

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.78 4.80 0.00

Vz

kg 0.00 1.20 1.70

OTMx

kg 0.00 1.20 1.70

OTMz

kg-m -6.78 -4.80 0.00

Torque

kg-m -539 -386 -17

kg-m 0 -92 -131

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 77 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.80 6.78

Vz

kg 1.70 1.20 0.00

OTMx

kg 0.00 4.80 6.78

OTMz

kg-m -1.70 -1.20 0.00

Torque

kg-m -131 -92 0

kg-m -17 -386 -539

2 1 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.77 6.75

Vz

kg 1.69 1.19 0.00

OTMx

kg 0.00 4.77 6.75

OTMz

kg-m -1.69 -1.19 0.00

Torque

kg-m -127 -90 0

kg-m 17 -343 -493

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.75 4.77 0.00

Vz

kg 0.00 1.19 1.69

OTMx

kg 0.00 1.19 1.69

OTMz

kg-m -6.75 -4.77 0.00

Torque

kg-m -526 -377 -17

kg-m 0 -90 -127

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 4.77 6.75

Vz

kg 1.69 1.19 0.00

OTMx

kg 0.00 4.77 6.75

OTMz

kg-m -1.69 -1.19 0.00

2 ANT TV 0.20x0.80m - Elevation 74 - From Face A

Torque

kg-m -127 -90 0

kg-m -17 -377 -526

2 1 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 NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Fa

46 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 0.00 4.74 6.71

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.74 6.71

OTMz

kg-m -1.68 -1.19 0.00

Designed by

Ing. C. Londoño M. Torque

kg-m -124 -88 0

13:55:02 10/10/13

kg-m 17 -334 -480

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.71 4.74 0.00

Vz

kg 0.00 1.19 1.68

OTMx

kg 0.00 1.19 1.68

OTMz

kg-m -6.71 -4.74 0.00

Torque

kg-m -513 -368 -17

kg-m 0 -88 -124

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 74 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.74 6.71

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.74 6.71

OTMz

kg-m -1.68 -1.19 0.00

Torque

kg-m -124 -88 0

kg-m -17 -368 -513

2 1 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.72 6.68

Vz

kg 1.67 1.18 0.00

OTMx

kg 0.00 4.72 6.68

OTMz

kg-m -1.67 -1.18 0.00

Torque

kg-m -122 -86 0

kg-m 17 -328 -471

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.68 4.72 0.00

Vz

kg 0.00 1.18 1.67

OTMx

kg 0.00 1.18 1.67

OTMz

kg-m -6.68 -4.72 0.00

Torque

kg-m -505 -362 -17

kg-m 0 -86 -122

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 71 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.69 6.63

Vz

kg 1.66 1.17 0.00

OTMx

kg 0.00 4.69 6.63

OTMz

kg-m -1.66 -1.17 0.00

Torque

kg-m -118 -83 0

kg-m 17 -316 -454

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 71 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.63 4.69

Vz

kg 0.00 1.17

OTMx

kg 0.00 1.17

OTMz

kg-m -6.63 -4.69

Torque

kg-m -487 -350

kg-m 0 -83

0 -1

Page

Job

RISATower

47 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 71 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 1.66

OTMx

kg 1.66

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -118

-2

2 ANT TV 0.20x0.80m - Elevation 70 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 4.67 6.60

Vz

kg 1.65 1.17 0.00

OTMx

kg 0.00 4.67 6.60

OTMz

kg-m -1.65 -1.17 0.00

Torque

kg-m -116 -82 0

kg-m 17 -310 -445

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 70 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.60 4.67 0.00

Vz

kg 0.00 1.17 1.65

OTMx

kg 0.00 1.17 1.65

OTMz

kg-m -6.60 -4.67 0.00

Torque

kg-m -479 -344 -17

kg-m 0 -82 -116

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 70 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.67 6.60

Vz

kg 1.65 1.17 0.00

OTMx

kg 0.00 4.67 6.60

OTMz

kg-m -1.65 -1.17 0.00

Torque

kg-m -116 -82 0

kg-m -17 -344 -479

2 1 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.63 6.55

Vz

kg 1.64 1.16 0.00

OTMx

kg 0.00 4.63 6.55

OTMz

kg-m -1.64 -1.16 0.00

Torque

kg-m -111 -79 0

kg-m 17 -298 -428

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.55 4.63 0.00

Vz

kg 0.00 1.16 1.64

OTMx

kg 0.00 1.16 1.64

OTMz

kg-m -6.55 -4.63 0.00

Torque

kg-m -462 -332 -17

kg-m 0 -79 -111

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 68 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 4.63

Vz

kg 1.64 1.16

OTMx

kg 0.00 4.63

OTMz

kg-m -1.64 -1.16

Torque

kg-m -111 -79

kg-m -17 -332

2 1

Page

Job

RISATower

48 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 68 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.55

Vz

kg 0.00

OTMx

kg 6.55

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -462

0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 4.60 6.51

Vz

kg 1.63 1.15 0.00

OTMx

kg 0.00 4.60 6.51

OTMz

kg-m -1.63 -1.15 0.00

Torque

kg-m -108 -76 0

kg-m 17 -289 -416

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.51 4.60 0.00

Vz

kg 0.00 1.15 1.63

OTMx

kg 0.00 1.15 1.63

OTMz

kg-m -6.51 -4.60 0.00

Torque

kg-m -449 -323 -17

kg-m 0 -76 -108

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.60 6.51

Vz

kg 1.63 1.15 0.00

OTMx

kg 0.00 4.60 6.51

OTMz

kg-m -1.63 -1.15 0.00

Torque

kg-m -108 -76 0

kg-m -17 -323 -449

2 1 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.57 6.46

Vz

kg 1.62 1.14 0.00

OTMx

kg 0.00 4.57 6.46

OTMz

kg-m -1.62 -1.14 0.00

Torque

kg-m -105 -74 0

kg-m 17 -280 -403

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.46 4.57 0.00

Vz

kg 0.00 1.14 1.62

OTMx

kg 0.00 1.14 1.62

OTMz

kg-m -6.46 -4.57 0.00

Torque

kg-m -437 -314 -17

kg-m 0 -74 -105

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 65 - From Face C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 4.57

Vz

kg 1.62 1.14

OTMx

kg 0.00 4.57

OTMz

kg-m -1.62 -1.14

Torque

kg-m -105 -74

kg-m -17 -314

2 1

Page

Job

RISATower

49 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 65 - From Face C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.46

Vz

kg 0.00

OTMx

kg 6.46

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -437

0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 4.55 6.44

Vz

kg 1.61 1.14 0.00

OTMx

kg 0.00 4.55 6.44

OTMz

kg-m -1.61 -1.14 0.00

Torque

kg-m -103 -73 0

kg-m 17 -274 -395

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.44 4.55 0.00

Vz

kg 0.00 1.14 1.61

OTMx

kg 0.00 1.14 1.61

OTMz

kg-m -6.44 -4.55 0.00

Torque

kg-m -429 -308 -17

kg-m 0 -73 -103

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 62 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.51 6.38

Vz

kg 1.59 1.13 0.00

OTMx

kg 0.00 4.51 6.38

OTMz

kg-m -1.59 -1.13 0.00

Torque

kg-m -99 -70 0

kg-m 17 -263 -379

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 62 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.38 4.51 0.00

Vz

kg 0.00 1.13 1.59

OTMx

kg 0.00 1.13 1.59

OTMz

kg-m -6.38 -4.51 0.00

Torque

kg-m -412 -296 -17

kg-m 0 -70 -99

0 -1 -2

2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.29 8.89 6.29

Vz

kg 2.10 0.00 2.10

OTMx

kg 2.96 6.29 5.93

OTMz

kg-m -5.93 -6.29 -2.96

Torque

kg-m -247 -264 -105

kg-m -105 -264 -247

-4 0 4

2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.50 9.20

Vz

kg 2.17 0.00

OTMx

kg 3.07 6.50

OTMz

kg-m -6.13 -6.50

Torque

kg-m -293 -314

kg-m -128 -314

-4 0

Page

Job

RISATower

50 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.50

Vz

kg 2.17

OTMx

kg 6.13

OTMz

kg-m -3.07

Torque

kg-m -128

kg-m -293

4

2 ANT TV 0.25x0.90m - Elevation 45 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 4.94 6.98

Vz

kg 1.75 1.23 0.00

OTMx

kg 0.00 4.94 6.98

OTMz

kg-m -1.75 -1.23 0.00

Torque

kg-m -79 -56 0

kg-m 28 -194 -286

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 45 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.98 4.94 0.00

Vz

kg 0.00 1.23 1.75

OTMx

kg 0.00 1.23 1.75

OTMz

kg-m -6.98 -4.94 0.00

Torque

kg-m -296 -204 18

kg-m 0 -56 -79

0 1 2

2 ANT TV 0.25x0.90m - Elevation 42 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.84 6.85

Vz

kg 1.71 1.21 0.00

OTMx

kg 0.00 4.84 6.85

OTMz

kg-m -1.71 -1.21 0.00

Torque

kg-m -72 -51 0

kg-m 28 -175 -260

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 42 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.85 4.84 0.00

Vz

kg 0.00 1.21 1.71

OTMx

kg 0.00 1.21 1.71

OTMz

kg-m -6.85 -4.84 0.00

Torque

kg-m -270 -185 18

kg-m 0 -51 -72

0 1 2

2 ANT TV 0.25x0.90m - Elevation 41 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.81 6.80

Vz

kg 1.70 1.20 0.00

OTMx

kg 0.00 4.81 6.80

OTMz

kg-m -1.70 -1.20 0.00

Torque

kg-m -70 -49 0

kg-m 28 -169 -251

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 41 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.80 4.81

Vz

kg 0.00 1.20

OTMx

kg 0.00 1.20

OTMz

kg-m -6.80 -4.81

Torque

kg-m -261 -179

kg-m 0 -49

0 1

Page

Job

RISATower

51 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.25x0.90m - Elevation 41 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 1.70

OTMx

kg 1.70

OTMz

kg-m 0.00

Torque

kg-m 18

kg-m -70

2

2 ANT TV 0.25x0.90m - Elevation 39 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 4.74 6.70

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.74 6.70

OTMz

kg-m -1.68 -1.19 0.00

Torque

kg-m -65 -46 0

kg-m 28 -157 -233

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 39 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.70 4.74 0.00

Vz

kg 0.00 1.19 1.68

OTMx

kg 0.00 1.19 1.68

OTMz

kg-m -6.70 -4.74 0.00

Torque

kg-m -243 -167 18

kg-m 0 -46 -65

0 1 2

AT15-250 - Elevation 86 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.76 0.00 11.76

Vz

kg 6.44 9.10 6.44

OTMx

kg -3.76 6.44 12.87

OTMz

kg-m -12.87 -6.44 3.76

Torque

kg-m -1101 -548 330

kg-m 318 -559 -1112

5 8 5

AT15-250 - Elevation 86 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.76 16.63 11.76

Vz

kg 6.44 0.00 6.44

OTMx

kg 3.76 11.76 12.87

OTMz

kg-m -12.87 -11.76 -3.76

Torque

kg-m -1101 -1005 -318

kg-m -318 -1005 -1101

-5 0 5

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.72 0.00 11.72

Vz

kg 6.42 9.07 6.42

OTMx

kg -3.75 6.42 12.82

OTMz

kg-m -12.82 -6.42 3.75

Torque

kg-m -1084 -539 325

kg-m 313 -551 -1096

5 7 5

AT15-250 - Elevation 85 - From Leg D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 11.72 16.58

Vz

kg 6.42 0.00

OTMx

kg 3.75 11.72

OTMz

kg-m -12.82 -11.72

Torque

kg-m -1084 -990

kg-m -313 -990

-5 0

Page

Job

RISATower

52 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 85 - From Leg D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg

Vz

kg

11.72

6.42

OTMx

kg

OTMz

kg-m

12.82

-3.75

Torque

kg-m -313

kg-m -1084

5

AT15-250 - Elevation 84 - From Leg C

Fs

kg

0 45 90

Vx

kg

Vz

kg

11.68 0.00 11.68

6.39 9.04 6.39

OTMx

kg

OTMz

kg-m

-3.74 6.39 12.78

-12.78 -6.39 3.74

Torque

kg-m -1068 -531 320

kg-m 308 -543 -1079

5 7 5

AT15-250 - Elevation 84 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

11.68 16.52 11.68

6.39 0.00 6.39

OTMx

kg

OTMz

kg-m

3.74 11.68 12.78

-12.78 -11.68 -3.74

Torque

kg-m -1068 -975 -308

kg-m -308 -975 -1068

-5 0 5

AT15-250 - Elevation 83 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

11.64 0.00 11.64

6.37 9.01 6.37

OTMx

kg

OTMz

kg-m

-3.73 6.37 12.74

-12.74 -6.37 3.73

Torque

kg-m -1051 -523 315

kg-m 303 -535 -1063

5 7 5

AT15-250 - Elevation 83 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

11.64 16.46 11.64

6.37 0.00 6.37

OTMx

kg

OTMz

kg-m

3.73 11.64 12.74

-12.74 -11.64 -3.73

Torque

kg-m -1051 -960 -303

kg-m -303 -960 -1051

Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -261.09 -188.88 -6.03

kg-m

kg-m

kg-m

6.03 217.09 300.99

-18647 -13403 -308

-53 -15179 -21264

-24 8 36

Dish Pressures - No Ice

-5 0 5

53 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

13:55:02 10/10/13

Client

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

Elevation m

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Dish Description

Aiming Azimuth ° 315.0000 45.0000 Sum Weight:

16.0000 8 FT DISH 16.0000 8 FT DISH

Weight kg

Offsetx m

113.85 113.85 227.70

Offsetz m

-2.7663 2.7663

Kz

-2.7663 -2.7663

AA m2

1.142 1.142

Designed by

Ing. C. Londoño M.

qz kPa

4.6730 4.6730

0.78 0.78

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

CA

CS

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CM

0.000000 0.000000 0.000000

CA

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

8 FT DISH - Elevation 16 - From Leg A FA FS FM Vx kg 673.54 673.54 673.54

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 476.26 673.54

8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx kg 673.54 673.54 673.54

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

kg -673.54 -476.26 0.00

0.00 476.26 673.54

kg -673.54 -476.26 0.00

OTMx

OTMz

kg-m -11092 -7935 -315

kg-m

OTMx

OTMz

kg-m -11092 -7935 -315

kg-m

315 -7305 -10462

-315 -7935 -11092

Torque kg-m -1863 -2635 -1863

Torque kg-m 1863 0 -1863

Dish Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -1347.07 -952.52 0.00

kg-m

kg-m

kg-m

0.00 952.52 1347.07

-22183 -15870 -630

0 -15240 -21553

0 -2635 -3726

Dish Pressures - Service Elevation m

Dish Description

16.0000 8 FT DISH 16.0000 8 FT DISH

Aiming Azimuth ° 315.0000 45.0000 Sum Weight:

Weight kg 113.85 113.85 227.70

Offsetx m

Offsetz m

-2.7663 2.7663

-2.7663 -2.7663

Kz 1.142 1.142

Dish Vectors - Service 8 FT DISH - Elevation 16 - From Leg A

AA m2 4.6730 4.6730

qz kPa 0.19 0.19

Project

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CA

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

FA

FS

kg 168.38 168.38 168.38

kg

FM

Vx

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 119.07 168.38

8 FT DISH - Elevation 16 - From Leg B 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

13:55:02 10/10/13

Client

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

CS

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

CA

54 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth ° 0 45 90

Page

Job

RISATower

0.000000 0.000000 0.000000

kg 168.38 168.38 168.38

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

kg -168.38 -119.07 0.00

0.00 119.07 168.38

kg -168.38 -119.07 0.00

OTMx

OTMz

kg-m -3009 -2220 -315

kg-m

OTMx

OTMz

kg-m -3009 -2220 -315

kg-m

Ing. C. Londoño M. Torque

315 -1590 -2379

kg-m -466 -659 -466

Torque

-315 -2220 -3009

kg-m 466 0 -466

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

kg

kg -336.77 -238.13 0.00

kg-m

0.00 238.13 336.77

OTMz

Torque

kg-m -6018 -4440 -630

kg-m 0 -3810 -5388

0 -659 -932

User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80

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 80

kg-m 0 0 0

User Load Totals - No Ice Wind Azimuth °

Torque

0 0 0

Project

0 45 90

m 0.0000 0.0000 0.0000

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F

m 0.0000 0.0000 0.0000

13:55:02 10/10/13

Client

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

Offsetz

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Offsetx

55 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg

Vz

kg 0.00 0.00 0.00

OTMx

kg

OTMz

kg-m

0.00 0.00 0.00

0.00 0.00 0.00

Torque

kg-m 0 0 0

Ing. C. Londoño M.

kg-m 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 (Does not include forces on guys) Load Case

Leg Weight Bracing Weight Total Member Self-Weight Guy 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

Vertical Forces kg 7612.24 8217.34 15829.58 449.74 18503.48

Sum of Forces X kg

Sum of Forces Z kg

Sum of Torques

kg-m

24.12 13832.92 16907.39

-16747.80 -13720.08 -24.12

-96 944 692

6.03 3458.23 4226.85

-4186.95 -3430.02 -6.03

-24 236 173

18503.48

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

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

0 0 0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Maximum Member Forces Section No.

Elevation m

Component Type

Condition

T1

86 - 81.8

Leg

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

Diagonal

Horizontal

Top Girt

T2

81.8 - 80

Leg

Diagonal

Horizontal

Top Girt

T3

80 - 78.37

56 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Leg

Diagonal

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

Force kg 1878.99 -2030.74 292.50 -145.27 82.01 83.06 526.17 -736.99 36.84 425.32 1.67 -0.07 504.23 -356.67 -0.04 306.50 -1.63 -0.00 47.02 -29.97 4.30 -9.32 -1.63 0.00 2351.71 -2340.34 33.90 96.97 -58.72 -58.81 83.81 -351.33 -94.89 -8.69 2.68 0.58 156.56 -19.38 105.86 104.21 2.29 -0.32 372.17 -216.20 330.20 -160.02 1.61 -0.22 2329.90 -2336.93 -366.90 -2309.63 40.29 -40.00 731.73 -809.11 490.65 -804.63

Major Axis Moment kg-m -7 29 -35 -34 12 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -5 -6 -35 -34 11 3 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -2 -6 -13 -13 -13 -2 0 0 2 -1

Minor Axis Moment kg-m -8 29 -34 -36 6 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -4 -7 -34 -36 3 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -2 -6 8 -13 8 12 0 0 0 -11

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

T4

78.37 - 73.36

Leg

Diagonal

Top Girt

Mid Girt

T5

73.36 - 70.02

Leg

Diagonal

Top Girt

Mid Girt

T6

70.02 - 65.01

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

57 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -3.46 -10.93 570.91 -425.27 54.59 -250.20 2.99 0.00 6480.06 -6081.00 -4465.99 3860.28 38.52 -38.54 1653.55 -1762.91 -532.76 -1086.89 -6.82 -10.65 705.30 -577.22 72.15 -413.56 2.99 0.00 1354.26 -1172.20 95.13 -854.64 2.99 0.00 10941.58 -10133.89 -1253.44 6613.13 -34.86 35.02 2203.98 -2319.93 -743.06 -1931.05 -9.24 -9.88 1611.99 -1417.56 99.53 -1035.77 2.99 0.00 1886.87 -1677.81 104.43 -1227.46 2.99 0.00 13142.66 -15555.55 -2070.32 7893.05 -45.08

Major Axis Moment kg-m 2 -1 0 0 -1 0 0 0 8 -9 -14 -3 -13 -2 2 0 5 -2 5 -2 0 0 -1 0 0 0 0 0 -1 0 0 0 10 -9 -17 -6 -14 -3 2 0 8 -5 8 0 0 0 -1 0 0 0 0 0 -1 0 0 0 8 -11 -21 -7 -18

Minor Axis Moment kg-m 10 -11 0 0 0 0 0 0 9 -9 2 14 2 13 8 0 8 -11 8 -11 0 0 0 0 0 0 0 0 0 0 0 0 10 -9 16 16 2 14 7 0 7 -10 7 0 0 0 0 0 0 0 0 0 0 0 0 0 10 -10 20 21 5

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Diagonal

Top Girt

Mid Girt

Guy A

Guy B

Guy C

Guy D

T7

65.01 - 60

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

58 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

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 Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My

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

Force kg 44.77 2807.76 -2847.96 -1771.85 -2710.84 -13.59 -8.72 2344.19 -2217.48 90.18 -1639.09 2.99 0.00 2920.80 -1853.24 325.25 -1227.01 2.99 0.00 4501.83 4553.65 3818.70 2480.45 25.28 -3715.47 2541.25 62.14 1151.29 1203.83 1013.50 649.62 0.00 -950.50 649.62 0.00 4397.36 4449.20 3732.03 2422.10 26.20 -3628.81 2482.90 61.22 6456.52 6508.37 5444.02 3566.72 0.60 -5329.49 3644.60 0.60 9502.12 -23010.80 8909.36 -308.85 87.31 -48.63 1323.04 -2390.83 -811.59 -2386.26

Major Axis Moment kg-m -6 1 0 12 -8 12 0 0 0 -1 0 0 0 0 0 -1 0 0 0

Minor Axis Moment kg-m 18 6 0 6 -9 6 0 0 0 0 0 0 0 0 0 0 0 0 0

-12 -53 -88 -2 -88 -2 0 0 14 -12

-1 -2 -3 -22 -3 -22 0 0 9 -14

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

Mid Girt

T8

60 - 58.2

Leg

Diagonal

Top Girt

T9

58.2 - 56.4

Leg

Diagonal

Top Girt

T10

56.4 - 52.32

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

59 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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 4 3 3 3 3 3 3 4 4 3 4 3 3 3 3 3 3 3 4 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 3 3 3 3 3 3 3

Force kg -15.08 -13.83 2292.82 -1385.09 275.51 -908.32 2.99 0.00 1900.79 -1162.30 230.34 -784.39 2.99 0.00 9111.43 -22009.32 9111.43 1649.63 -81.90 -39.86 1206.23 -3207.32 -3202.37 -3202.37 -13.06 79.66 829.39 -440.72 -440.72 812.12 2.97 -0.29 8922.40 -19783.20 -19783.20 -518.32 -43.53 45.01 734.53 -1806.39 -1797.49 -1797.49 -7.12 40.06 1489.86 -846.60 -846.60 1353.42 3.92 -0.38 10870.81 -20857.66 -19265.19 -1355.59 56.72 -54.86 1251.57 -1765.48 -250.81 -1421.80 -5.58

Major Axis Moment kg-m 14 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -88 23 -88 85 -88 85 0 0 11 11 11 0 0 0 -1 0 0 0 -1 32 32 -24 -1 -24 0 0 6 6 6 0 0 0 -1 0 0 0 -23 19 32 -2 -23 6 0 0 4 1 4

Minor Axis Moment kg-m 9 0 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -3 -20 -3 -20 0 0 -76 -76 -76 0 0 0 0 0 0 0 -2 -2 -2 -23 -2 -23 0 0 -43 -43 -43 0 0 0 0 0 0 0 -3 -2 -2 -24 -3 -22 0 0 -6 9 -6

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

Mid Girt

T11

52.32 - 48.24

Leg

Diagonal

Top Girt

Mid Girt

T12

48.24 - 44.16

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

60 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

Mid Girt

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -6.60 2243.96 -1087.82 378.77 1911.11 4.89 -0.00 1334.55 -692.65 215.58 1133.47 4.89 -0.00 15200.64 -25141.07 -22863.77 -1741.16 40.78 48.27 1613.83 -2154.09 -488.73 -1936.25 -5.46 -6.09 1572.07 -860.99 242.15 1336.43 4.89 -0.00 1716.22 -976.90 255.25 1462.66 4.89 -0.00 17409.42 -29644.70 -29644.70 -3059.60 46.66 53.98 2070.43 -2322.60 -1077.46 -2308.89 -5.81 -5.73 1875.11 -1276.35 211.31 1577.80 4.89 -0.00 2217.22 0.00 789.08 2094.25 4.89 -0.00

Major Axis Moment kg-m 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -17 18 19 0 -17 0 0 0 4 1 4 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -15 22 22 0 18 0 0 0 5 0 5 0 0 0 -2 0 0 0 0 0 -2 0 0 0

Minor Axis Moment kg-m 9 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -2 -25 -3 -25 0 0 -4 8 -4 8 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -2 -32 -2 -32 0 0 -5 8 -5 8 0 0 0 0 0 0 0 0 0 0 0 0

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Guy A

Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy

Guy D

Leg

Diagonal

Top Girt

Mid Girt

T14

40.08 - 36

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Guy C

44.16 - 40.08

Client

Component Type

Guy B

T13

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

61 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

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

Force kg 3029.09 3064.41 2225.36 2106.61 23.75 -2146.95 2136.55 34.24 1158.20 1193.71 869.53 817.84 0.00 -820.10 817.84 0.00 2982.06 3017.39 2191.68 2073.79 23.90 -2113.26 2103.73 34.09 4218.35 4253.70 3079.06 2934.85 0.17 -2995.81 2969.78 0.17 17631.34 -32834.46 -1795.32 -2522.74 -60.98 61.46 1286.75 -2421.78 -1082.59 -2225.32 -6.03 -4.48 2148.18 -1219.31 331.60 1867.90 4.89 -0.00 2228.67 -1143.58 388.82 1968.13 4.89 -0.00 20117.02 -36806.71 -1626.46 -1986.58 -66.12

Major Axis Moment kg-m

Minor Axis Moment kg-m

16 -23 37 -37 -34 -12 0 0 5 0 5 0 0 0 -2 0 0 0 0 0 -2 0 0 0 14 -37 -50 -50 -50

20 -22 -34 40 12 35 0 0 -3 6 -3 0 0 0 0 0 0 0 0 0 0 0 0 0 18 -38 49 49 49

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Diagonal

Top Girt

Mid Girt

T15

36 - 34

Leg

Diagonal

Top Girt

T16

34 - 32

Leg

Diagonal

Top Girt

T17

32 - 30

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

62 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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 3 3 3 4 4 1 4 1 4 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 2 4 3 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 4 4

Force kg 58.05 1844.19 -3056.07 -1339.80 -2564.17 -6.56 -3.41 2317.57 -1230.20 393.81 532.18 4.89 -0.00 2583.92 -1399.78 431.89 2346.53 4.89 0.00 20485.88 -37002.40 -2208.92 -2208.92 70.61 -68.52 1683.40 -3261.67 -3251.72 -712.36 -8.97 1.98 1032.90 -604.67 1032.90 -502.46 4.87 -0.39 19488.79 -35035.93 -3309.76 -3309.76 54.01 58.78 1061.02 -2278.89 -2263.42 -99.28 -8.59 2.16 2115.35 -1099.28 2115.35 -902.54 7.23 0.59 18787.63 -33434.84 -4149.17 -4149.17 -60.71 65.91

Major Axis Moment kg-m -50 0 0 6 0 6 0 0 0 -2 0 0 0 0 0 -2 0 0 0 19 -18 -57 -57 -57 -57 0 0 8 -5 8 0 0 0 -2 0 0 0 17 -24 -57 -57 44 -23 0 0 7 5 7 0 0 0 -4 0 0 0 21 -14 -42 -42 -38 -12

Minor Axis Moment kg-m 49 0 0 -2 5 -2 0 0 0 0 0 0 0 0 0 0 0 0 0 20 -17 60 60 60 60 0 0 1 -2 1 0 0 0 0 0 0 0 22 -22 60 60 -20 47 0 0 1 -2 1 0 0 0 0 0 0 0 24 -13 45 45 13 40

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

30 - 28

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

Leg

Top Girt

28 - 24

Leg

Diagonal

Top Girt

T20

24 - 20

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Diagonal

T19

Client

Component Type

Top Girt

T18

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

63 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

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

Force kg 675.41 -1689.78 -1669.79 33.94 -8.17 1.88 1733.34 -837.83 1733.34 -681.19 8.34 -0.64 18479.86 -32488.11 8417.53 8803.40 -79.07 -85.38 506.19 -1385.97 -1361.97 -351.22 -8.02 1.86 1321.98 -593.29 1321.98 -478.15 -9.39 0.74 17524.50 -29462.05 -18703.70 8068.85 120.92 -130.92 1160.99 -2451.63 690.86 -2144.08 8.59 15.74 1940.88 -921.98 1940.88 -740.97 16.72 -1.32 18303.48 -29834.11 -19282.74 8060.59 -121.37 131.20 1039.17 -1792.25 741.17 -1777.48 9.79 10.86 2295.78

Major Axis Moment kg-m 0 0 6 4 6 0 0 0 -5 0 0 0 11 -53 70 -10 70 -10 0 0 6 -1 6 0 0 0 -6 0 0 0 49 -75 -95 -10 -95 -10 0 0 6 3 6 0 0 0 -13 0 0 0 69 -65 -95 -10 -95 -10 0 0 7 5 7 0 0

Minor Axis Moment kg-m 0 0 1 -2 1 0 0 0 0 0 0 0 13 -46 -6 74 -6 74 0 0 1 -2 1 0 0 0 0 1 0 0 56 -63 16 102 16 102 0 0 -3 -36 -3 0 0 0 0 1 0 0 82 -56 16 102 16 102 0 0 -2 -27 -2 0 0

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

T21

20 - 16

Component Type

Leg

Diagonal

Top Girt

T22

16 - 12

Leg

Diagonal

Top Girt

T23

12 - 8

Leg

Diagonal

Top Girt

T24

8-0

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

64 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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. 4 4 3 4 3 3 3 4 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 4 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 2 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3

Force kg -1094.30 2295.78 -874.19 20.17 1.60 19388.12 -30752.97 -20398.76 8150.31 -126.01 -136.12 1110.06 -1632.34 823.06 -1509.22 11.04 10.10 2061.18 -938.75 497.23 -743.13 23.62 -1.87 21049.98 -32566.31 -21681.99 8895.84 143.78 155.59 1429.29 -1796.45 1333.88 -1180.46 12.31 -10.13 1842.30 -885.51 466.97 -695.20 31.78 -2.51 23165.26 -34748.11 9557.05 9758.89 -199.49 -213.96 1328.28 -1663.58 1249.55 -1003.41 13.63 -10.35 1644.79 -799.61 436.47 -606.77 35.83 -2.84 25147.12 -38239.19

Major Axis Moment kg-m 0 -19 0 0 0 62 -85 -107 -9 106 -9 0 0 8 6 8 0 0 0 -26 0 0 0 78 -15 -107 -9 106 -9 0 0 10 7 10 0 0 0 -39 0 0 0 15 -262 347 -16 347 -16 0 0 11 9 11 0 0 0 -50 0 0 0 254 0

Minor Axis Moment kg-m 0 0 1 0 0 70 -70 17 116 0 116 0 0 -2 -27 -2 0 0 0 0 2 0 0 93 -15 17 116 0 116 0 0 2 29 2 0 0 0 0 3 0 0 15 -223 9 371 9 371 0 0 3 32 3 0 0 0 0 4 0 0 294 0

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

RISATower

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Client

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

Elevation m

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

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

Diagonal

Top Girt

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

Force kg 10827.43 11005.32 281.90 302.70 2661.45 -2274.50 2595.89 -532.25 21.33 14.93 1062.35 -1110.96 398.71 -993.26 42.01 -3.33

Major Axis Moment kg-m 347 -16 347 -16 0 0 26 18 26 0 0 0 -65 0 0 0

Maximum Reactions Location

Condition

Leg D

Leg C

Leg B

Leg A

Guy D @ 46 m Elev 0 m Azimuth 225 deg

Guy C @ 46 m Elev 0 m Azimuth 135 deg

65 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

Vertical kg

Horizontal, X kg

Horizontal, Z kg

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 Max. Vert

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 1

6401.78 6401.78 -28522.73 -28522.73 -28522.73 6401.78 28106.07 -12569.11 -12569.11 -12569.11 28106.07 28106.07 40809.13 6378.53 40809.13 6378.53 40809.13 6378.53 27785.36 27785.36 27785.36 -12792.03 -12792.03 -12792.03 -1758.12

709.67 709.67 -3967.91 -3967.91 -3967.91 709.67 -3722.25 1961.32 1961.32 1961.32 -3722.25 -3722.25 -4420.40 -710.92 -4420.40 -710.92 -4420.40 -710.92 2534.55 2534.55 2534.55 -2017.93 -2017.93 -2017.93 -1030.90

-707.69 -707.69 3922.36 3922.36 3922.36 -707.69 -2537.57 2035.11 2035.11 2035.11 -2537.57 -2537.57 4490.62 712.91 4490.62 712.91 4490.62 712.91 3692.01 3692.01 3692.01 -2014.86 -2014.86 -2014.86 1030.90

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

1 3 3 3 1 4

-1758.12 -8325.30 -8325.30 -8325.30 -1758.12 -642.84

-1030.90 -4677.62 -4677.62 -4677.62 -1030.90 289.07

1030.90 4676.53 4676.53 4676.53 1030.90 393.72

Minor Axis Moment kg-m 9 371 9 371 0 0 2 -65 2 0 0 0 0 5 0 0

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

Project

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

Condition

Guy B @ 46 m Elev 0 m Azimuth 45 deg

Guy A @ 46 m Elev 0 m Azimuth -45 deg

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Location

66 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vertical kg

Horizontal, X kg

Horizontal, Z kg

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

Gov. Load Comb. 2 2 2 4 4 3

-5742.07 -5742.07 -5742.07 -642.84 -642.84 -202.47

3175.85 3175.85 3175.85 289.07 289.07 72.81

3310.62 3310.62 3310.62 393.72 393.72 -72.82

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

1 3 1 3 1 2

-1770.60 -202.47 -1770.60 -202.47 -1770.60 -655.32

1037.65 72.81 1037.65 72.81 1037.65 -400.74

-1037.66 -72.82 -1037.66 -72.82 -1037.66 -296.13

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

2 2 4 4 4

-655.32 -655.32 -5862.42 -5862.42 -5862.42

-400.74 -400.74 -3375.85 -3375.85 -3375.85

-296.13 -296.13 -3239.55 -3239.55 -3239.55

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy

Vertical

5.48 19.22

-8.07 -11472.54

Overturning Moment, Mx kg-m 265 -303380

32127.12

9469.06

-9468.06

-259057

-260932

934

30595.60

11493.90

-21.50

-347

-307083

682

25699.20

8.53

-2698.78

-63998

-224

-25

25716.08

2204.30

-2206.78

-52973

-53638

235

25706.61

2696.35

-11.11

133

-64799

173

kg 25560.92 30426.26

Shearx

Shearz

kg

kg

Overturning Moment, Mz kg-m -90 -721

Torque kg-m 0 -100

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

PX kg 0.00 24.12 14315.56 17575.30 6.03 3578.89 4393.82

Sum of Applied Forces PY kg -18503.48 -18503.48 -18503.48 -18503.48 -18503.48 -18503.48 -18503.48

PZ kg -0.00 -17415.71 -14202.71 -24.12 -4353.93 -3550.68 -6.03

PX kg -0.00 -24.12 -14314.61 -17670.41 -6.03 -3578.69 -4393.49

Sum of Reactions PY kg 18503.48 17625.92 18503.44 17582.29 18503.48 18503.48 18503.48

PZ kg 0.01 17506.41 14201.77 24.12 4353.62 3550.49 6.03

% Error 0.000% 3.472% 0.005% 3.629% 0.002% 0.001% 0.002%

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

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

Converged? Yes No Yes No Yes Yes Yes

Number of Cycles 12 200 26 200 18 19 18

Displacement Tolerance 0.00000001 0.00668845 0.00008774 0.00663584 0.00000001 0.00000001 0.00000001

Force Tolerance 0.00007139 0.00000000 0.00013289 0.00000000 0.00012350 0.00010279 0.00013141

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 T21 T22 T23 T24

Elevation m 86 - 81.8 81.8 - 80 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0

67 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Horz. Deflection mm 194.94 169.90 159.49 150.16 122.68 106.13 85.72 69.24 64.14 59.25 48.56 38.85 30.46 23.47 17.81 15.67 13.77 12.05 10.50 7.80 5.56 3.74 2.24 1.15

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

Tilt

Twist

° 0.3418 0.3352 0.3284 0.3240 0.2951 0.2631 0.2036 0.1724 0.1617 0.1547 0.1417 0.1256 0.1069 0.0880 0.0673 0.0592 0.0526 0.0471 0.0423 0.0345 0.0276 0.0212 0.0151 0.0090

° 0.0435 0.0379 0.0366 0.0359 0.0332 0.0313 0.0277 0.0232 0.0218 0.0209 0.0191 0.0167 0.0137 0.0103 0.0064 0.0051 0.0041 0.0034 0.0027 0.0014 0.0007 0.0002 0.0001 0.0001

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

68 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Service Wind Elevation

Appurtenance

m 86.0000 85.0000 84.0000 83.0000 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000

AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 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

Deflection

Tilt

Twist

mm 194.94 188.92 182.92 176.97 159.49 153.75 142.43 134.13 126.05 120.81 110.76 106.04 98.77 97.31 91.30 85.68 82.12 75.39 52.88 38.31 34.48 32.07 26.60 24.94 21.82 3.74

° 0.3418 0.3411 0.3401 0.3384 0.3284 0.3257 0.3187 0.3105 0.3001 0.2922 0.2737 0.2629 0.2426 0.2381 0.2195 0.2035 0.1953 0.1832 0.1472 0.1246 0.1164 0.1108 0.0971 0.0924 0.0824 0.0212

° 0.0435 0.0420 0.0405 0.0392 0.0366 0.0362 0.0352 0.0344 0.0336 0.0330 0.0319 0.0312 0.0302 0.0299 0.0289 0.0277 0.0269 0.0250 0.0199 0.0165 0.0153 0.0144 0.0120 0.0111 0.0092 0.0002

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 86 - 81.8 81.8 - 80 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20

Horz. Deflection mm 1056.50 933.61 882.18 836.03 698.77 613.86 502.64 407.30 376.85 347.49 283.14 224.33 172.94 129.85 95.54 82.99 71.98 62.18 53.49 38.80

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

° 1.6788 1.6510 1.6247 1.6074 1.4983 1.3807 1.1524 1.0143 0.9637 0.9276 0.8562 0.7653 0.6561 0.5364 0.4012 0.3476 0.3047 0.2692 0.2384 0.1896

° 0.1905 0.1581 0.1457 0.1427 0.1322 0.1242 0.1102 0.0924 0.0867 0.0835 0.0760 0.0665 0.0547 0.0410 0.0255 0.0202 0.0164 0.0134 0.0108 0.0057

Radius of Curvature m 31371 31371 23905 15975 29327 22891 13012 10458 8646 7186 4709 4250 4705 4889 5873 7028 7249 7107 22454 12187 11722 11498 13090 14052 12112 57516

Project

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Horz. Deflection mm 26.93 17.57 10.17 5.02

m 20 - 16 16 - 12 12 - 8 8-0

13:55:02 10/10/13

Client

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

T21 T22 T23 T24

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation

69 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Gov. Load Comb. 3 3 3 3

Tilt

Twist

° 0.1483 0.1117 0.0781 0.0456

° 0.0027 0.0010 0.0005 0.0006

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 86.0000 85.0000 84.0000 83.0000 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000

AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 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

Deflection

Tilt

Twist

mm 1056.50 1027.02 997.62 968.37 882.18 853.82 797.67 756.32 715.78 689.28 637.95 613.38 574.71 566.80 533.88 502.44 482.20 443.48 309.15 221.08 197.62 182.84 149.12 138.87 119.77 17.57

° 1.6788 1.6754 1.6709 1.6640 1.6247 1.6141 1.5870 1.5557 1.5168 1.4875 1.4200 1.3798 1.3036 1.2866 1.2150 1.1520 1.1184 1.0650 0.8867 0.7592 0.7121 0.6794 0.5952 0.5654 0.5004 0.1117

° 0.1905 0.1829 0.1753 0.1676 0.1457 0.1433 0.1408 0.1375 0.1338 0.1313 0.1266 0.1242 0.1200 0.1191 0.1149 0.1102 0.1068 0.0996 0.0794 0.0658 0.0608 0.0572 0.0478 0.0444 0.0367 0.0010

Radius of Curvature m 7871 7871 5998 4008 7238 5825 3407 2757 2293 1931 1303 1180 1278 1318 1527 1736 1723 1578 3915 2212 2055 1967 2071 2149 1802 9004

Bolt Design Data Section No.

Elevation

Component Type

Bolt Grade

Leg

A394T0

16

6

Maximum Load per Bolt kg 24.92

Diagonal

A394T0

16

1

736.99

3699.61

Top Girt

A394T0

16

1

47.02

2774.71

Leg

A394T0

16

6

780.11

5536.87

m T1

T2

86

81.8

Bolt Size mm

Number Of Bolts

Allowable Load kg 5536.87

Diagonal

A394T0

16

1

351.33

3699.61

Top Girt

A394T0

16

1

372.17

2774.71

Ratio Load Allowable 0.005 0.199 0.017 0.141 0.095 0.134

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

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

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

80

78.37

73.36

70.02

65.01

60

58.2

56.4

52.32

48.24

44.16

Leg

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

m T3

70 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

A394T0

Bolt Size mm

Number Of Bolts

16

6

Maximum Load per Bolt kg 778.98

Allowable Load kg 5536.87

Diagonal

A394T0

16

1

731.73

2774.71

Top Girt

A394T0

16

1

570.91

2774.71

Leg

A394T0

16

6

1146.83

5536.87

Diagonal

A394T0

16

1

1653.55

2774.71

Top Girt

A394T0

16

1

705.30

2774.71

Mid Girt

A394T0

16

1

1354.26

2774.71

Leg

A394T0

16

8

2175.68

5536.87

Diagonal

A394T0

16

1

2203.97

2774.71

Top Girt

A394T0

16

1

1611.99

2774.71

Mid Girt

A394T0

16

1

1886.87

2774.71

Leg

A394T0

16

8

3285.67

5536.87

Diagonal

A394T0

16

1

2807.76

2774.71

Top Girt

A394T0

16

2

1172.09

3699.61

Mid Girt

A394T0

16

1

2920.80

2774.71

Leg

A394T0

16

8

4775.24

9979.03

Diagonal

A394T0

16

1

2390.83

3699.61

Top Girt

A394T0

16

2

1146.41

3699.61

Mid Girt

A394T0

16

1

1900.79

2774.71

Leg

A394T0

16

6

7336.45

9979.03

Diagonal

A394T0

16

1

3207.32

3699.61

Top Girt

A394T0

16

1

829.39

2774.71

Leg

A394T0

16

6

6594.42

9979.03

Diagonal

A394T0

16

2

903.19

3699.61

Top Girt

A394T0

16

1

1489.86

2774.71

Leg

A394T0

19

6

6434.35

9979.03

Diagonal

A394T0

16

2

882.74

3699.61

Top Girt

A394T0

16

1

2243.96

2774.71

Mid Girt

A394T0

16

1

1334.55

2774.71

Leg

A394T0

19

6

7633.92

9979.03

Diagonal

A394T0

16

1

2154.09

3699.61

Top Girt

A394T0

16

1

1572.07

2774.71

Mid Girt

A394T0

16

1

1716.22

2774.71

Leg

A394T0

19

6

9223.62

9979.03

Diagonal

A394T0

16

1

2070.43

2774.71

Top Girt

A394T0

16

1

1875.11

2774.71

Mid Girt

A394T0

16

1

2217.21

2774.71

Leg

A394T0

19

6

10357.01

9950.69

Diagonal

A394T0

16

1

2421.78

3699.61

Top Girt

A394T0

16

1

2148.18

2774.71

Ratio Load Allowable 0.141 0.264 0.206 0.207 0.596 0.254 0.488 0.393 0.794 0.581 0.680 0.593 1.012 0.317 1.053 0.479 0.646 0.310 0.685 0.735 0.867 0.299 0.661 0.244 0.537 0.645 0.239 0.809 0.481 0.765 0.582 0.567 0.619 0.924 0.746 0.676 0.799 1.041 0.655 0.774

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

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

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

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

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

T15

T16

T17

T18

T19

T20

T21

T22

T23

T24

40.08

36

34

32

30

28

24

20

16

12

8

Leg

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

m T14

71 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

A394T0

Bolt Size mm

Number Of Bolts

19

6

Maximum Load per Bolt kg 11637.91

Allowable Load kg 9950.69

Diagonal

A394T0

16

1

3056.07

3699.61

Top Girt

A394T0

16

1

2317.58

2774.71

Leg

A394T0

19

6

12334.13

9950.69

Diagonal

A394T0

19

2

1630.83

4439.54

Top Girt

A394T0

16

2

516.45

3699.61

Leg

A394T0

19

6

11678.65

9950.69

Diagonal

A394T0

19

2

1139.44

4439.54

Top Girt

A394T0

16

2

1057.68

3699.61

Leg

A394T0

19

6

11144.95

9950.69

Diagonal

A394T0

19

1

1689.78

4439.54

Top Girt

A394T0

16

1

1733.34

2774.71

Leg

A394T0

19

6

10829.38

9950.69

Diagonal

A394T0

19

1

1385.97

4439.54

Top Girt

A394T0

16

1

1321.98

2774.71

Leg

A394T0

19

6

9820.69

9950.69

Diagonal

A394T0

19

1

2451.63

4439.54

Top Girt

A394T0

16

1

1940.88

3699.61

Leg

A394T0

19

6

9944.70

9950.69

Diagonal

A394T0

19

1

1792.25

4439.54

Top Girt

A394T0

16

1

2295.78

3699.61

Leg

A394T0

19

6

10251.01

9950.69

Diagonal

A394T0

19

1

1632.33

4439.54

Top Girt

A394T0

16

1

2061.18

3699.61

Leg

A394T0

19

6

10855.42

9950.69

Diagonal

A394T0

19

1

1429.29

3083.01

Top Girt

A394T0

16

1

1842.30

3699.61

Leg

A394T0

19

6

11582.71

9950.69

Diagonal

A394T0

19

1

1328.28

3083.01

Top Girt

A394T0

16

1

1644.79

3699.61

Leg

A394T0

19

6

12746.40

9979.03

Diagonal

A394T0

19

1

2661.45

4110.68

Top Girt

A394T0

16

1

1062.35

4624.51

Ratio Load Allowable 1.170 0.826 0.835 1.240 0.367 0.140 1.174 0.257 0.286 1.120 0.381 0.625 1.088 0.312 0.476 0.987 0.552 0.525 0.999 0.404 0.621 1.030 0.368 0.557 1.091 0.464 0.498 1.164 0.431 0.445 1.277 0.647 0.230

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

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

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

Page

Job

RISATower

72 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Guy Design Data Section No. T6

T12

Elevation

Breaking Load kg 12201.66

Actual T kg 4553.66

Allowable Ta kg 7626.02

Required S.F.

13 EHS

Initial Tension kg 1220.16

13 EHS

1220.16

12201.66

1203.83

7626.02

1.600

68.3500 (C) (582) 68.3500 (D) (581) 46.2000 (A) (580) 46.2000 (B) (579)

13 EHS

1220.16

12201.66

4449.19

7626.02

1.600

13 EHS

1220.16

12201.66

6508.37

7626.02

1.600

13 EHS

1220.16

12201.66

3064.41

7626.02

1.600

13 EHS

1220.16

12201.66

1193.71

7626.02

1.600

46.2000 (C) (578) 46.2000 (D) (577)

13 EHS

1220.16

12201.66

3017.39

7626.02

1.600

13 EHS

1220.16

12201.66

4253.70

7626.02

1.600

m 68.3500 (A) (584) 68.3500 (B) (583)

Size

1.600

Actual S.F. 2.680 10.136 2.742 1.875 3.982 10.222 4.044 2.868

Compression Checks Leg Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 86 - 81.8

L64x64x6

m 4.2000

m 0.6000

T2

81.8 - 80

L64x64x6

1.8344

0.9172

T3

80 - 78.37

L64x64x6

1.6300

T4

78.37 - 73.36

L64x64x6

T5

73.36 - 70.02

T6

Kl/r

Fa

A mm2 768

Actual P kg -2030.74

Allow. Pa kg 13301.37

Ratio P Pa 0.153

kPa 169904

73.5 K=1.00

139772

768

-2340.34

10942.42

0.214

1.6300

130.7 K=1.00

60273

768

-2336.93

4718.68

0.495

5.0100

1.6700

133.9 K=1.00

57421

768

-6081.00

4495.33

1.353

H1-3 (1.35 CR) - 99 L76x76x6

3.3400

1.6700

111.1 K=1.00

83473

929

-10133.89

7907.84

1.281

70.02 - 65.01

L76x76x6

5.0100

1.6700

111.1 K=1.00

83473

929

-15555.55

7907.84

1.967

T7

65.01 - 60

H1-3 (1.97 CR) - 167 2L76x76x6

5.0100

1.6700

112.1 K=1.00

81961

1858

-23010.79

15529.19

1.482

T8

60 - 58.2

H1-3 (1.48 CR) - 207 2L76x76x6

1.8169

1.8169

121.9 K=1.00

69241

1858

-22009.31

13119.07

1.678

T9

58.2 - 56.4

H1-3 (1.68 CR) - 247 2L76x76x6

1.8169

1.8169

121.9 K=1.00

69241

1858

-19783.21

13119.07

1.508

T10

56.4 - 52.32

H1-3 (1.51 CR) - 263 2L76x76x6

4.0800

2.0400

136.9

54927

1858

-20857.68

10406.91

2.004

48.1 K=1.00

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

Elevation

73 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=1.00 T11

52.32 - 48.24

H1-3 (2.00 CR) - 279 2L76x76x6

T12

48.24 - 44.16

H1-3 (2.42 CR) - 307 2L76x76x6

4.0800

2.0400

136.9 K=1.00

54927

1858

-29644.72

10406.91

2.849

T13

44.16 - 40.08

H1-3 (2.85 CR) - 335 L102x102x10

4.0800

2.0400

101.9 K=1.00

98305

1845

-32834.47

18496.46

1.775

T14

40.08 - 36

H1-3 (1.78 CR) - 363 L102x102x10

4.0800

2.0400

101.9 K=1.00

98305

1845

-36806.72

18496.46

1.990

T15

36 - 34

H1-3 (1.99 CR) - 391 L127x127x10

2.0125

2.0125

80.0 K=1.00

130951

2329

-37002.40

31100.07

1.190

T16

34 - 32

L127x127x10

2.0132

2.0132

80.1 K=1.00

130911

2329

-35035.94

31090.73

1.127

T17

32 - 30

L127x127x10

2.0117

2.0117

80.0 K=1.00

130993

2329

-33434.85

31110.14

1.075

T18

30 - 28

L127x127x10

2.0125

2.0125

80.0 K=1.00

130951

2329

-32488.11

31100.07

1.045

T19

28 - 24

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-29462.06

31100.57

0.947

T20

24 - 20

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-29834.09

31100.57

0.959

T21

20 - 16

L127x127x10

4.0250

4.0250

80.0 K=0.50

130951

2329

-30752.98

31100.07

0.989

T22

16 - 12

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-32566.31

31100.57

1.047

T23

12 - 8

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-34748.09

31100.57

1.117

T24

8-0

L127x127x13

8.0500

8.0500

106.4 K=0.33

90943

3065

-38239.21

28419.25

1.346

4.0800

2.0400

136.9 K=1.00

54927

1858

-25141.09

10406.91

2.416

H1-3 (1.35 CR) - 563

Diagonal Design Data (Compression) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

kPa 109037

2

mm 461

Actual P kg -736.99

Allow. Pa kg 5128.91

Ratio P Pa 0.144

T1

m 86 - 81.8

L51x51x5

m 0.8485

m 0.7587

T2

81.8 - 80

L51x51x5

1.1624

1.0763

107.6 K=1.00

82731

461

-351.33

3891.52

0.090

T3

80 - 78.37

L51x51x5

1.9664

0.9265

92.6 K=1.00

95810

461

-809.11

4506.74

0.180

T4

78.37 - 73.36

L51x51x5

1.9997

0.9421

94.1 K=1.00

94498

461

-1762.91

4445.04

0.397

T5

73.36 - 70.02

L51x51x5

1.9997

0.9306

93.0 K=1.00

95465

461

-2319.93

4490.52

0.517

T6

70.02 - 65.01

L51x51x5

1.9997

0.9306

93.0

95465

461

-2847.96

4490.52

0.634

75.8 K=1.00

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

74 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=1.00 T7

65.01 - 60

L51x51x5

1.9997

0.9306

93.0 K=1.00

95465

461

-2390.83

4490.52

0.532

T8

60 - 58.2

L51x51x5

2.2127

1.1927

119.2 K=1.00

71702

461

-3207.32

3372.74

0.951

T9

58.2 - 56.4

L51x51x5

2.4313

1.2899

128.9 K=1.00

61976

461

-1806.39

2915.25

0.620

T10

56.4 - 52.32

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-1765.48

2858.17

0.618

T11

52.32 - 48.24

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-2154.09

2858.17

0.754

T12

48.24 - 44.16

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-2322.60

2858.17

0.813

T13

44.16 - 40.08

L51x51x5

2.7206

1.2835

128.3 K=1.00

62593

461

-2421.78

2944.30

0.823

T14

40.08 - 36

L51x51x5

2.7206

1.2835

128.3 K=1.00

62593

461

-3056.07

2944.30

1.038

T15

36 - 34

L64x64x5

2.8037

1.4247

113.3 K=1.00

77365

582

-3261.67

4590.90

0.710

T16

34 - 32

L64x64x5

3.0373

1.5428

122.7 K=1.00

68195

582

-2278.89

4046.74

0.563

T17

32 - 30

L64x64x5

3.2811

1.6574

131.8 K=1.00

59250

582

-1689.78

3515.92

0.481

T18

30 - 28

L64x64x5

3.5333

1.7859

142.0 K=1.00

51030

582

-1385.97

3028.16

0.458

T19

28 - 24

L64x64x5

5.2486

2.7717

140.3 K=1.00

52335

582

-2451.63

3105.62

0.789

T20

24 - 20

L64x64x5

5.6774

2.9729

150.4 K=1.00

45492

582

-1792.25

2699.56

0.664

T21

20 - 16

L64x64x5

6.1419

3.1966

161.8 K=1.00

39347

582

-1632.33

2334.89

0.699

T22

16 - 12

L64x64x5

6.6344

3.4363

173.9 K=1.00

34049

582

-1796.45

2020.51

0.889

T23

12 - 8

L64x64x5

7.1488

3.6890

186.7 K=1.00

29545

582

-1663.58

1753.22

0.949

T24

8-0

L64x64x6

10.5617

5.6708

290.3 K=1.00

12215

768

-2274.50

956.30

2.378

Allow. Pa kg 5846.63

Ratio P Pa 0.061

5030.66

0.004

KL/R > 200 (C) - 575

Horizontal Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 86 - 81.8

L51x51x5

m 0.6000

m 0.5365

T2

81.8 - 80

L51x51x5

0.8500

0.7865

Kl/r

53.6 K=1.00 78.6 K=1.00

Fa

A

kPa 124295

mm2 461

Actual P kg -356.67

106947

461

-19.38

RISATower I. P. DOLMEN S.A.

75 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Top Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 124295

mm 461

Actual P kg -29.97

53.6 K=1.00

124295

461

-216.20

5846.63

0.037

1.0365

103.6 K=1.00

86327

461

-425.27

4060.68

0.105

1.1000

1.0365

103.6 K=1.00

86327

461

-577.21

4060.68

0.142

L51x51x5

1.1000

1.0365

103.6 K=1.00

86327

461

-1417.56

4060.68

0.349

70.02 - 65.01

L51x51x5

1.1000

1.0238

102.3 K=1.00

87455

461

-2217.48

4113.74

0.539

T7

65.01 - 60

L51x51x5

1.1000

1.0238

102.3 K=1.00

87455

461

-1385.09

4113.74

0.337

T8

60 - 58.2

L51x51x5

1.1000

1.0238

102.3 K=1.00

87455

461

-440.72

4113.74

0.107

T9

58.2 - 56.4

L51x51x5

1.4500

1.3738

137.3 K=1.00

54637

461

-846.60

2570.02

0.329

T10

56.4 - 52.32

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-1087.82

1632.33

0.666

T11

52.32 - 48.24

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-860.99

1632.33

0.527

T12

48.24 - 44.16

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-1276.35

1632.33

0.782

T13

44.16 - 40.08

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-1219.31

1632.33

0.747

T14

40.08 - 36

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-1230.20

1681.52

0.732

T15

36 - 34

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-604.67

1681.52

0.360

T16

34 - 32

L64x64x5

2.1170

1.9900

158.3 K=1.00

41100

582

-1099.28

2438.91

0.451

T17

32 - 30

L64x64x5

2.4430

2.3160

184.2 K=1.00

30344

582

-837.84

1800.63

0.465

T18

30 - 28

L64x64x5

2.7500

2.6230

208.6 K=1.00

23657

582

-593.29

1403.80

0.423

T19

28 - 24

KL/R > 200 (C) - 472 L76x76x6

3.0670

2.9400

195.5 K=1.00

26933

929

-921.98

2551.50

0.361

T20

24 - 20

L76x76x6

3.7000

3.5730

237.6 K=1.00

18235

929

-1094.30

1727.53

0.633

T21

20 - 16

KL/R > 200 (C) - 504 L76x76x6

4.3330

4.2060

178.1 K=1.00

32476

929

-938.75

3076.62

0.305

T22

16 - 12

L89x89x6

4.9670

4.8400

174.8 K=1.00

33690

1090

-885.51

3745.70

0.236

T23

12 - 8

L89x89x6

5.6000

5.4730

197.7 K=1.00

26347

1090

-799.61

2929.36

0.273

T24

8-0

L76x76x8

6.2330

6.1060

260.7

15146

1148

-1110.96

1773.59

0.626

T1

m 86 - 81.8

L51x51x5

m 0.6000

m 0.5365

T2

81.8 - 80

L51x51x5

0.6000

0.5365

T3

80 - 78.37

L51x51x5

1.1000

T4

78.37 - 73.36

L51x51x5

T5

73.36 - 70.02

T6

Kl/r

53.6 K=1.00

Fa

A 2

Allow. Pa kg 5846.63

Ratio P Pa 0.005

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

76 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Actual P kg

Allow. Pa kg

Ratio P Pa

Allow. Pa kg 4060.68

Ratio P Pa 0.289

K=1.00 KL/R > 200 (C) - 568

Mid Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T4

m 78.37 - 73.36

L51x51x5

m 1.1000

m 1.0365

T5

73.36 - 70.02

L51x51x5

1.1000

1.0238

T6

70.02 - 65.01

L51x51x5

1.1000

T7

65.01 - 60

L51x51x5

T10

56.4 - 52.32

T11

Kl/r

Fa

A

kPa 86327

mm2 461

Actual P kg -1172.20

102.3 K=1.00

87455

461

-1677.81

4113.74

0.408

1.0238

102.3 K=1.00

87455

461

-1853.24

4113.74

0.451

1.1000

1.0238

102.3 K=1.00

87455

461

-1162.30

4113.74

0.283

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-692.65

1632.33

0.424

52.32 - 48.24

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-976.90

1632.33

0.598

T13

44.16 - 40.08

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-1143.57

1681.52

0.680

T14

40.08 - 36

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-1399.78

1681.52

0.832

Allow. Pa kg 12007.27

Ratio P Pa 0.156

103.6 K=1.00

Tension Checks

Leg Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 0.6000

30.7

kPa 224080

mm2 525

Actual P kg 1878.99

T1

m 86 - 81.8

L64x64x6

m 4.2000

T2

81.8 - 80

L64x64x6

1.8344

0.9172

47.0

224080

525

2351.71

12007.27

0.196

T3

80 - 78.37

L64x64x6

1.6300

1.6300

83.5

224080

525

2329.94

12007.27

0.194

T4

78.37 - 73.36

L64x64x6

5.0100

1.6700

85.5

224080

525

6480.07

12007.27

0.540

T5

73.36 - 70.02

L76x76x6

3.3400

1.6700

70.7

224080

687

10941.56

15692.71

0.697

Page

Job

RISATower

Project

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

Elevation

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section No.

77 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

Kl/r

Fa

A

T6

m 70.02 - 65.01

L76x76x6

m 5.0100

m 1.6700

70.7

kPa 224080

T7

65.01 - 60

2L76x76x6

5.0100

1.6700

112.1

T8

60 - 58.2

2L76x76x6

1.8169

1.8169

T9

58.2 - 56.4

2L76x76x6

1.8169

T10

56.4 - 52.32

2L76x76x6

T11

52.32 - 48.24

T12

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

mm2 687

Actual P kg 13142.66

Allow. Pa kg 15692.71

Ratio P Pa 0.837

206843

1858

9502.13

39190.39

0.242

121.9

206843

1858

9111.45

39190.39

0.232

1.8169

121.9

206843

1858

8922.39

39190.39

0.228

4.0800

2.0400

136.9

206843

1858

10870.80

39190.39

0.277

2L76x76x6

4.0800

2.0400

136.9

206843

1858

15200.66

39190.39

0.388

48.24 - 44.16

2L76x76x6

4.0800

2.0400

136.9

206843

1858

17409.42

39190.39

0.444

T13

44.16 - 40.08

L102x102x10

4.0800

2.0400

65.3

224080

1422

17631.32

32487.16

0.543

T14

40.08 - 36

L102x102x10

4.0800

2.0400

65.3

224080

1422

20117.01

32487.16

0.619

T15

36 - 34

L127x127x10

2.0125

2.0125

50.8

224080

1906

20485.87

43543.47

0.470

T16

34 - 32

L127x127x10

2.0132

2.0132

50.8

224080

1906

19488.78

43543.47

0.448

T17

32 - 30

L127x127x10

2.0117

2.0117

50.8

224080

1906

18787.62

43543.47

0.431

T18

30 - 28

L127x127x10

2.0125

2.0125

50.8

224080

1906

18479.86

43543.47

0.424

T19

28 - 24

L127x127x10

4.0250

4.0250

101.6

224080

1906

17524.50

43543.47

0.402

T20

24 - 20

L127x127x10

4.0250

4.0250

101.6

224080

1906

18303.50

43543.47

0.420

T21

20 - 16

L127x127x10

4.0250

4.0250

101.6

224080

1906

19388.13

43543.47

0.445

T22

16 - 12

L127x127x10

4.0250

4.0250

101.6

224080

1906

21050.64

43543.47

0.483

T23

12 - 8

L127x127x10

4.0250

4.0250

101.6

224080

1906

23165.24

43543.47

0.532

T24

8-0

L127x127x13

8.0500

8.0500

205.8

224080

2500

25147.12

57124.53

0.440

Allow. Pa kg 7005.28

Ratio P Pa 0.075

Diagonal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T1

m 86 - 81.8

L51x51x5

m 0.8485

m 0.7587

48.4

kPa 148927

mm 461

Actual P kg 526.17

T2

81.8 - 80

L51x51x5

1.1624

1.0763

68.7

148927

461

83.81

7005.28

0.012

T3

80 - 78.37

L51x51x5

1.9664

0.9265

59.1

148927

461

731.73

7005.28

0.104

2

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

78 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T4

78.37 - 73.36

L51x51x5

1.9997

0.9421

60.1

148927

461

1653.55

7005.28

0.236

T5

73.36 - 70.02

L51x51x5

1.9997

0.9306

59.4

148927

461

2203.97

7005.28

0.315

T6

70.02 - 65.01

L51x51x5

1.9997

0.9306

59.4

148927

461

2807.76

7005.28

0.401

T7

65.01 - 60

L51x51x5

1.9997

0.9306

59.4

148927

461

1323.04

7005.28

0.189

T8

60 - 58.2

L51x51x5

2.2127

1.1927

76.1

148927

461

1206.23

7005.28

0.172

T9

58.2 - 56.4

L51x51x5

2.4313

1.2899

82.3

148927

461

734.52

7005.28

0.105

T10

56.4 - 52.32

L51x51x5

2.7206

1.3027

83.1

148927

461

1251.57

7005.28

0.179

T11

52.32 - 48.24

L51x51x5

2.7206

1.3027

83.1

148927

461

1613.83

7005.28

0.230

T12

48.24 - 44.16

L51x51x5

2.7206

1.3027

83.1

148927

461

2070.43

7005.28

0.296

T13

44.16 - 40.08

L51x51x5

2.7206

1.2835

81.9

148927

461

1286.76

7005.28

0.184

T14

40.08 - 36

L51x51x5

2.7206

1.2835

81.9

148927

461

1844.18

7005.28

0.263

T15

36 - 34

L64x64x5

2.8037

1.4247

72.1

148927

582

1683.40

8837.43

0.190

T16

34 - 32

L64x64x5

3.0373

1.5428

78.1

148927

582

1061.02

8837.43

0.120

T17

32 - 30

L64x64x5

3.2811

1.6574

83.9

148927

582

675.41

8837.43

0.076

T18

30 - 28

L64x64x5

3.5333

1.7859

90.4

148927

582

506.19

8837.43

0.057

T19

28 - 24

L64x64x5

5.2486

2.7717

140.3

148927

582

1160.99

8837.43

0.131

T20

24 - 20

L64x64x5

5.6774

2.9729

150.4

148927

582

1039.17

8837.43

0.118

T21

20 - 16

L64x64x5

6.1419

3.1966

161.8

148927

582

1110.05

8837.43

0.126

T22

16 - 12

L64x64x5

6.6344

3.4363

173.9

148927

582

1429.29

8837.43

0.162

T23

12 - 8

L64x64x5

7.1488

3.6890

186.7

148927

582

1328.28

8837.43

0.150

T24

8-0

L64x64x6

10.5617

5.6708

290.3

148927

768

2661.45

11659.14

0.228

RISATower I. P. DOLMEN S.A.

79 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

Horizontal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A mm2 461

Actual P kg 504.23

Allow. Pa kg 7005.28

Ratio P Pa 0.072

T1

m 86 - 81.8

L51x51x5

m 0.6000

m 0.5365

34.2

kPa 148927

T2

81.8 - 80

L51x51x5

0.8500

0.7865

50.2

148927

461

156.56

7005.28

0.022

Allow. Pa kg 7005.28

Ratio P Pa 0.007

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 0.5365

34.2

kPa 148927

mm2 461

Actual P kg 47.02

T1

m 86 - 81.8

L51x51x5

m 0.6000

T2

81.8 - 80

L51x51x5

0.6000

0.5365

34.2

148927

461

372.17

7005.28

0.053

T3

80 - 78.37

L51x51x5

1.1000

1.0365

66.1

148927

461

570.91

7005.28

0.081

T4

78.37 - 73.36

L51x51x5

1.1000

1.0365

66.1

148927

461

705.30

7005.28

0.101

T5

73.36 - 70.02

L51x51x5

1.1000

1.0365

66.1

148927

461

1611.99

7005.28

0.230

T6

70.02 - 65.01

L51x51x5

1.1000

1.0238

65.3

148927

461

2344.18

7005.28

0.335

T7

65.01 - 60

L51x51x5

1.1000

1.0238

65.3

148927

461

2292.82

7005.28

0.327

T8

60 - 58.2

L51x51x5

1.1000

1.0238

65.3

148927

461

829.39

7005.28

0.118

T9

58.2 - 56.4

L51x51x5

1.4500

1.3738

87.7

148927

461

1489.86

7005.28

0.213

T10

56.4 - 52.32

L51x51x5

1.8000

1.7238

110.0

148927

461

2243.96

7005.28

0.320

T11

52.32 - 48.24

L51x51x5

1.8000

1.7238

110.0

148927

461

1572.07

7005.28

0.224

T12

48.24 - 44.16

L51x51x5

1.8000

1.7238

110.0

148927

461

1875.11

7005.28

0.268

T13

44.16 - 40.08

L51x51x5

1.8000

1.7238

110.0

148927

461

2148.18

7005.28

0.307

T14

40.08 - 36

L51x51x5

1.8000

1.6984

108.4

148927

461

2317.58

7005.28

0.331

T15

36 - 34

L51x51x5

1.8000

1.6984

108.4

148927

461

1032.90

7005.28

0.147

T16

34 - 32

L64x64x5

2.1170

1.9900

100.7

148927

582

2115.35

8837.43

0.239

T17

32 - 30

L64x64x5

2.4430

2.3160

117.2

148927

582

1733.34

8837.43

0.196

T18

30 - 28

L64x64x5

2.7500

2.6230

132.7

148927

582

1321.98

8837.43

0.150

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

80 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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

L

Lu

Kl/r

Fa

A

T19

m 28 - 24

L76x76x6

m 3.0670

m 2.9400

124.5

kPa 148927

T20

24 - 20

L76x76x6

3.7000

3.5730

151.3

T21

20 - 16

L76x76x6

4.3330

4.2060

T22

16 - 12

L89x89x6

4.9670

T23

12 - 8

L89x89x6

T24

8-0

L76x76x8

13:55:02 10/10/13 Designed by

Ing. C. Londoño M.

mm2 929

Actual P kg 1940.88

Allow. Pa kg 14108.54

Ratio P Pa 0.138

148927

929

2295.78

14108.54

0.163

178.1

148927

929

2061.18

14108.54

0.146

4.8400

174.8

148927

1090

1842.30

16557.94

0.111

5.6000

5.4730

197.7

148927

1090

1644.79

16557.94

0.099

6.2330

6.1060

260.7

148927

1148

1062.35

17439.72

0.061

Allow. Pa kg 5666.60

Ratio P Pa 0.239

Mid Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T4

m 78.37 - 73.36

L51x51x5

m 1.1000

m 1.0365

66.1

kPa 199948

mm2 278

Actual P kg 1354.26

T5

73.36 - 70.02

L51x51x5

1.1000

1.0238

65.3

199948

278

1886.87

5666.60

0.333

T6

70.02 - 65.01

L51x51x5

1.1000

1.0238

65.3

199948

278

2920.80

5666.60

0.515

T7

65.01 - 60

L51x51x5

1.1000

1.0238

65.3

199948

278

1900.79

5666.60

0.335

T10

56.4 - 52.32

L51x51x5

1.8000

1.7238

110.0

199948

278

1334.55

5666.60

0.236

T11

52.32 - 48.24

L51x51x5

1.8000

1.7238

110.0

199948

278

1716.22

5666.60

0.303

T12

48.24 - 44.16

L51x51x5

1.8000

1.7238

110.0

199948

278

2217.21

5666.60

0.391

T13

44.16 - 40.08

L51x51x5

1.8000

1.6984

108.4

148927

461

2228.67

7005.28

0.318

T14

40.08 - 36

L51x51x5

1.8000

1.6984

108.4

148927

461

2583.92

7005.28

0.369

RISATower

Page

Job

I. P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

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

81 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

13:55:02 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Section Capacity Table Section No. T1

Elevation m

Component Type

Size

Critical Element

P kg

SF*Pallow kg

% Capacity

86 - 81.8

Leg Diagonal Horizontal Top Girt Leg Diagonal Horizontal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy [email protected] Guy [email protected] Guy [email protected] Guy [email protected] Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy [email protected] Guy [email protected] Guy [email protected] Guy [email protected] Leg Diagonal Top Girt

L64x64x6 L51x51x5 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 L102x102x10 L51x51x5 L51x51x5

1 9 13 5 63 77 73 65 83 92 85 99 112 104 108 139 152 144 148 167 180 172 174 584 583 582 581 207 220 212 214 247 258 250 263 274 268 279 292 284 288 307 320 312 316 335 356 340 342 580 579 578 577 363 376 368

1878.99 -736.99 504.23 47.02 -2340.34 -351.33 156.56 372.17 -2336.93 -809.11 -425.27 -6081.00 -1762.91 -577.21 -1172.20 -10133.89 -2319.93 -1417.56 -1677.81 -15555.55 -2847.96 -2217.48 2920.80 4553.66 1203.83 4449.19 6508.37 -23010.79 -2390.83 -1385.09 1900.79 -22009.31 -3207.32 829.39 -19783.21 -1806.39 -846.60 -20857.68 -1765.48 -1087.82 -692.65 -25141.09 -2154.09 -860.99 -976.90 -29644.72 -2322.60 -1276.35 2217.21 3064.41 1193.71 3017.39 4253.70 -32834.47 -2421.78 -1219.31

16005.70 6836.83 9338.04 9338.04 14586.25 5187.40 9338.04 9338.04 6290.00 6007.49 5412.89 5992.27 5925.24 5412.89 5412.89 10541.15 5985.87 5412.89 5483.61 10541.15 5985.87 5483.61 7553.57 7626.02 7626.02 7626.02 7626.02 20700.41 5985.87 5483.61 7553.57 17487.73 4495.86 9338.04 17487.73 3886.03 3425.83 13872.41 3809.94 2175.90 2175.90 13872.41 3809.94 2175.90 2175.90 13872.41 3809.94 2175.90 7553.57 7626.02 7626.02 7626.02 7626.02 24655.78 3924.75 2175.90

11.7 10.8 5.4 0.5 16.0 6.8 1.7 4.0 37.2 13.5 7.9 101.5 29.8 10.7 21.7 96.1 38.8 26.2 30.6 147.6 47.6 40.4 38.7 59.7 15.8 58.3 85.3 111.2 39.9 25.3 25.2 125.9 71.3 8.9 113.1 46.5 24.7 150.4 46.3 50.0 31.8 181.2 56.5 39.6 44.9 213.7 61.0 58.7 29.4 40.2 15.7 39.6 55.8 133.2 61.7 56.0

T2

81.8 - 80

T3

80 - 78.37

T4

78.37 - 73.36

T5

73.36 - 70.02

T6

70.02 - 65.01

T7

65.01 - 60

T8

60 - 58.2

T9

58.2 - 56.4

T10

56.4 - 52.32

T11

52.32 - 48.24

T12

48.24 - 44.16

T13

44.16 - 40.08

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

Project

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

Elevation m

T14

40.08 - 36

T15

T16

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.

Calle 101 No. 70 G - 25.

No.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Critical Element

P kg

SF*Pallow kg

% Capacity

Pass Fail

36 - 34

Mid Girt Leg Diagonal Top Girt Mid Girt Leg

L51x51x5 L102x102x10 L51x51x5 L51x51x5 L51x51x5 L127x127x10

372 391 404 396 400 419

-1143.57 -36806.72 -3056.07 -1230.20 -1399.78 -37002.40

2241.47 24655.78 3924.75 2241.47 2241.47 41456.39

Pass Fail Pass Pass Pass Pass

34 - 32

Diagonal Top Girt Leg

L64x64x5 L51x51x5 L127x127x10

430 424 435

-3261.67 -604.67 -35035.94

6119.67 2241.47 41443.94

Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt

L64x64x5 L64x64x5 L127x127x10 L64x64x5 L64x64x5 L127x127x10 L64x64x5 L64x64x5

446 440 451 462 456 467 478 472

-2278.89 -1099.28 -33434.85 -1689.78 -837.84 -32488.11 -1385.97 -593.29

5394.30 3251.06 41469.82 4686.72 2400.24 41456.39 4036.53 1871.27

Leg

L127x127x10

483

-29462.06

41457.06

Diagonal Top Girt

L64x64x5 L76x76x6

494 488

-2451.63 -921.98

4139.79 3401.15

L127x127x10 L64x64x5 L76x76x6 L127x127x10

499 508 504 515

-29834.09 -1792.25 -1094.30 -30752.98

41457.06 3598.51 2302.79 41456.39

51.0 149.3 77.9 54.9 62.4 89.3 93.0 (b) 53.3 27.0 84.5 88.0 (b) 42.2 33.8 80.6 36.1 34.9 78.4 34.3 31.7 35.7 (b) 71.1 74.0 (b) 59.2 27.1 39.4 (b) 72.0 49.8 47.5 74.2 77.3 (b) 52.4 22.9 78.6 81.8 (b) 66.7 17.7 83.8 87.3 (b) 71.2 20.5 100.9 178.4 47.0 Summary 213.7 178.4 5.4 62.7 79.0 59.7 15.8 58.3 85.3 95.8 213.7

T18

30 - 28

T19

28 - 24

T20

24 - 20

T21

20 - 16

Leg Diagonal Top Girt Leg

16 - 12

Diagonal Top Girt Leg

L64x64x5 L76x76x6 L127x127x10

524 520 531

-1632.33 -938.75 -32566.31

3112.41 4101.14 41457.06

12 - 8

Diagonal Top Girt Leg

L64x64x5 L89x89x6 L127x127x10

541 536 547

-1796.45 -885.51 -34748.09

2693.34 4993.02 41457.06

Diagonal Top Girt Leg Diagonal Top Girt

L64x64x5 L89x89x6 L127x127x13 L64x64x6 L76x76x8

556 552 563 575 568

-1663.58 -799.61 -38239.21 -2274.50 -1110.96

2337.04 3904.84 37882.86 1274.74 2364.19

T24

Designed by

Size

32 - 30

T23

13:55:02 10/10/13

Component Type

T17

T22

82 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section

Page

Job

RISATower

8-0

Leg (T12) Diag (T24) Horiz (T1) T Girt (T14) M Girt (T6) Guy A (T6) Guy B (T6) Guy C (T6) Guy D (T6) Bolt Checks 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 Pass Pass Fail Fail Pass Fail Fail Pass Pass Pass Pass Pass Pass Pass Pass Fail

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=80m C. NUEVA EB. C. NEIVA.eri

Maximum Values

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

Deflection (mm)

Elevation (m)

0 86.0000

50

100

Tilt (deg)

150

200

0

Twist (deg) 0.5

0

0.05

0.1 86.0000

81.8000

81.8000

80.0000

80.0000

78.3700

78.3700

73.3600

73.3600

70.0200

70.0200

68.3500

68.3500

65.0100

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.2400

46.2000

46.2000

44.1600

44.1600

40.0800

40.0800

36.0000

36.0000

34.0000

34.0000

32.0000

32.0000

30.0000

30.0000

28.0000

28.0000

24.0000

24.0000

20.0000

20.0000

16.0000

16.0000

12.0000

12.0000

8.0000

8.0000

0.0000 0

0.0000 50

100

150

200

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-TC80+6m Ext.- PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA EB. CERRO NEIVA\TC80m C. NUEVA EB. C. NEIVA.eri

Feedline Distribution Chart 0.0000 - 86.0000 Round

86.0000

Flat

Face A

App In Face

App Out Face

Face B

Truss Leg

Face C

Face D

85.0000

85.0000

85.0000

83.0000

83.0000

83.0000

86.0000

81.8000

81.8000

80.0000 79.0000

79.0000

77.0000

77.0000

77.0000

75.5000

75.5000

75.5000

73.3600

74.0000 73.0000

74.0000 73.0000

74.0000 73.0000

73.3600

70.0200

71.0000 70.0000

71.0000 70.0000

71.0000 70.0000

70.0200

68.3500

68.0000

68.0000

68.0000

68.3500

66.5000

66.5000

66.5000

65.0000 64.0000

65.0000 64.0000

65.0000 64.0000

62.0000

62.0000

62.0000

65.0100

78.3700

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.0000

48.0000

48.0000

45.0000

45.0000

45.0000

42.0000 41.0000

42.0000 41.0000

42.0000 41.0000

39.0000

39.0000

39.0000

48.2400 46.2000 (2) 1 (4 ANT RF N) (2) 1 (4 ANT RF N)

46.2000 44.1600

36.0000 34.0000 32.0000 30.0000 28.0000

24.0000

20.0000

16.0000

16.0000

16.0000

16.0000

44.1600

40.0800

36.0000 34.0000 32.0000 30.0000 28.0000

1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)

40.0800

(2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (4 ANT TV E) (2) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)

12.0000

24.0000

20.0000

16.0000

12.0000 7/8 (2 ANT MW E)

Elevation (m)

80.0000 79.0000

78.3700

8.0000

0.0000

8.0000

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-TC80+6m Ext.- PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA EB. CERRO NEIVA\TC80m C. NUEVA EB. C. NEIVA.eri

Stress Distribution Chart 0.0000 - 86.0000 > 100%

Elevation (m)

86.0000

90%-100%

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

86.0000

81.8000

81.8000

80.0000

80.0000

78.3700

78.3700

73.3600

73.3600

70.0200

70.0200

68.3500

68.3500

65.0100

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.2400

46.2000

46.2000

44.1600

44.1600

40.0800

40.0800

36.0000

36.0000

34.0000

34.0000

32.0000

32.0000

30.0000

30.0000

28.0000

28.0000

24.0000

24.0000

20.0000

20.0000

16.0000

16.0000

12.0000

12.0000

8.0000

8.0000

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-TC80+6m Ext.- PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA EB. CERRO NEIVA\TC80m C. NUEVA EB. C. NEIVA.eri

CONDICION NUEVA + REFUERZO. EB. CERRO NEIVA.

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

372.1

7 @ 0.6

L51x51x5

152.0

80.0 m 78.4 m

513.5

168.3

A B

1.1

T2

R=46.0000 m

81.8 m

T4

T3

L64x64x6

N.A.

T1

0.6

R=46.0000 m 86.0 m

68.3 m 551.5

11 @ 1.67

L51x51x5

L76x76x6

70.0 m

R=46.0000 m

13

T6

T5

367.7

73.4 m

S EH =8 LC

770.7 279.0 296.1

TYPE

70

AT15-250 (N)

86

2 ANT TV 0.20x0.80m (E)

68

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

85 85

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

68 68

AT15-250 (N)

84

2 ANT TV 0.20x0.80m (E)

66.5

AT15-250 (N)

84

2 ANT TV 0.20x0.80m (E)

66.5

AT15-250 (N)

83

2 ANT TV 0.20x0.80m (E)

66.5

AT15-250 (N)

83

2 ANT TV 0.20x0.80m (E)

65

CxMANTENIMIENTO

80

2 ANT TV 0.20x0.80m (E)

65

2 ANT TV 0.20x0.80m (E)

79

2 ANT TV 0.20x0.80m (E)

65

2 ANT TV 0.20x0.80m (E)

79

2 ANT TV 0.20x0.80m (E)

64

2 ANT TV 0.20x0.80m (E)

79

2 ANT TV 0.20x0.80m (E)

64

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

77 77

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

62 62

2 ANT TV 0.20x0.80m (E)

77

2 ANT TV 0.30x1.50m (E)

54

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.30x1.50m (E)

48

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.25x0.90m (E)

45

2 ANT TV 0.20x0.80m (E)

75.5

2 ANT TV 0.25x0.90m (E)

45

2 ANT TV 0.20x0.80m (E)

74

2 ANT TV 0.25x0.90m (E)

42

2 ANT TV 0.20x0.80m (E)

74

2 ANT TV 0.25x0.90m (E)

42

2 ANT TV 0.20x0.80m (E)

74

2 ANT TV 0.25x0.90m (E)

41

36.0 m

2 ANT TV 0.20x0.80m (E)

73

2 ANT TV 0.25x0.90m (E)

41

34.0 m

2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)

73 71

2 ANT TV 0.25x0.90m (E) 2 ANT TV 0.25x0.90m (E)

39 39

2 ANT TV 0.20x0.80m (E)

71

8 FT DISH (1 ANT MW Ø2.40m E)

16

2 ANT TV 0.20x0.80m (E)

70

8 FT DISH (1 ANT MW Ø2.40m E)

16

2 ANT TV 0.20x0.80m (E)

70

56.4 m

671.6

T11

669.2

A36

671.6

10 @ 2.04

L51x51x5

T12

A572-50

7 03 m IT

40.1 m

0 =1

N.A.

445.3 467.4 489.8

4@2

863.3

MATERIAL STRENGTH

5@4

4.333

914.5

GRADE A572-50

344738 kPa

Fu 448159 kPa

GRADE A36

Fy 248211 kPa

Fu 399896 kPa

TOWER DESIGN NOTES

1060.2

4.967

16.0 m

12.0 m 1120.9

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. MAX. CORNER REACTIONS AT BASE: 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM DOWN: 41407 kg Standards. A153 UPLIFT: -29198 kg 6. Welds are fabricated with ER-70S-6 electrodes. SHEAR: 6357 kg 7. TOWER RATING: 97.4%

8.0 m

1@8

AXIAL 32308 kg SHEAR 13510 kg

2262.6

6.233 L76x76x8

Fy

MOMENT 374440 kg-m

Weight (kg) 15829.6

# Panels @ (m)

Face Width (m)

Horizontals

7.5

8487 kg

Mid Girts

Top Girts

SIZE 1 @ 1.63

0.0 m

TORQUE 901 kg-m REACTIONS - 120 kph WIND 6741 kg R=46.0000 m

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

Job:

kg

Diagonal Grade

B

20.0 m

5.6

L89x89x6

T22

MARK

2 @ 0.9

24.0 m

T23

L64x64x6

A

SIZE

9

Leg Grade

SYMBOL LIST

28.0 m

83 10

Diagonals

30.0 m

MARK

3.7

L76x76x6

T21

N.A.

L64x64x5

L127x127x10

T19

3.067

T18

T17

L64x64x5

T16

2.75 2.443 2.117

T15

413.5

669.2

%

32.0 m

967.7

T13

.3

L102x102x10

4 =6 LC

T14

S

44.2 m

EH

T20

46.2 m 13

T24

ELEVATION

2 ANT TV 0.20x0.80m (E)

48.2 m

L127x127x13

TYPE

86

52.3 m

Legs

ELEVATION

AT15-250 (N)

58.2 m

671.6

2 @ 1.8

1.8 1.45

L51x51x5

N.A.

L51x51x5

T8 T9

86 85 84 83 80 79 77 75.5 74 73 71 70 68 66.5 65 64 62 54 48 45 42 41 39 16 DESIGNED APPURTENANCE LOADING

0%

60.0 m

2L76x76x6

AT15-250 CxMANTENIMIENTO 2 8 ANT FT DISH TV (N) 0.20x0.80m 0.30x1.50m 0.25x0.90m (1 ANT MW(E) Ø2.40m E)

1 IT=

T10

9m 55 1.9

T7

65.0 m

Section

R=46.0000 m

PLAN

SILUETA DE CALCULO-TC80+6m Ext.-PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA+REF EB. CERRO NEIVA\TC80m C. NUEVA+REF EB. C. NEIVA.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 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

14:21:13 10/10/13 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 guyed tower with an overall height of 86.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 0.6000 m at the top and 7.5000 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. Pressures are calculated at each section. Safety factor used in guy design is 1.6. 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 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

uy G A

G uy

B

Ing. C. Londoño M.

X Z

uy G C

Face D

W in d

45

G uy

D

Wind 90

Face C

Face A

Face B

Wind 0

Square Corner M ounted Guyed To wer

Tower Section Geometry Tower Section

Tower Elevation

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24

m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

Assembly Database

Description

Section Width m 0.6000 0.6000 1.1000 1.1000 1.1000 1.1000 1.1000 1.1000 1.4500 1.8000 1.8000 1.8000 1.8000 1.8000 1.8000 2.1170 2.4430 2.7500 3.0670 3.7000 4.3330 4.9670 5.6000 6.2330

Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Section Length m 4.2000 1.8000 1.6300 5.0100 3.3400 5.0100 5.0100 1.8000 1.8000 4.0800 4.0800 4.0800 4.0800 4.0800 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000

RISATower I. P. DOLMEN S.A.

3 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Section

Tower Elevation

Diagonal Spacing

Bracing Type

T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24

m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

m 0.6000 0.9000 1.6300 1.6700 1.6700 1.6700 1.6700 1.8000 1.8000 2.0400 2.0400 2.0400 2.0400 2.0400 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000

Diag Down Diag Down X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace

Has K Brace End Panels No No No No No No No No No No No No No No No No No No No No No No No No

Has Horizontals

Top Girt Offset

Bottom Girt Offset

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

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-81.8000 T2 81.8000-80.0000 T3 80.0000-78.3700 T4 78.3700-73.3600 T5 73.3600-70.0200 T6 70.0200-65.0100 T7 65.0100-60.0000 T8 60.0000-58.2000 T9 58.2000-56.4000 T10 56.4000-52.3200 T11 52.3200-48.2400 T12 48.2400-44.1600

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L64x64x6

Equal Angle

L51x51x5

Equal Angle

L76x76x6

Equal Angle

L51x51x5

Equal Angle

L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

Equal Angle

L51x51x5

Arbitrary Shape

2L76x76x6

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

Equal Angle

L51x51x5

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

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 T13 44.1600-40.0800 T14 40.0800-36.0000 T15 36.0000-34.0000 T16 34.0000-32.0000 T17 32.0000-30.0000 T18 30.0000-28.0000 T19 28.0000-24.0000 T20 24.0000-20.0000 T21 20.0000-16.0000 T22 16.0000-12.0000 T23 12.0000-8.0000 T24 8.0000-0.0000

Page

Job

4 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L102x102x10

Equal Angle

L51x51x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x10

Equal Angle

L64x64x5

Equal Angle

L127x127x13

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

Equal Angle

L64x64x6

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

Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-81.8000 T2 81.8000-80.0000 T3 80.0000-78.3700 T4 78.3700-73.3600 T5 73.3600-70.0200 T6 70.0200-65.0100 T7 65.0100-60.0000 T8 60.0000-58.2000 T9 58.2000-56.4000 T10 56.4000-52.3200 T11 52.3200-48.2400 T12 48.2400-44.1600 T13 44.1600-40.0800

Top Girt Type

Top Girt Size

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Top Girt Grade

Bottom Girt Type

A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa)

Bottom Girt Size

Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

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 T14 40.0800-36.0000 T15 36.0000-34.0000 T16 34.0000-32.0000 T17 32.0000-30.0000 T18 30.0000-28.0000 T19 28.0000-24.0000 T20 24.0000-20.0000 T21 20.0000-16.0000 T22 16.0000-12.0000 T23 12.0000-8.0000 T24 8.0000-0.0000

Page

Job

5 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

14:21:13 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Equal Angle

L51x51x5

Single Angle

Equal Angle

L51x51x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L64x64x5

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L76x76x6

Equal Angle

L89x89x6

Equal Angle

L89x89x6

Equal Angle

L76x76x8

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

Bottom Girt Size

Designed by

Ing. C. Londoño M. Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle

Tower Section Geometry (cont’d) Tower Elevation

No. of Mid Girts None

m T1 86.0000-81.8000 T2 None 81.8000-80.0000 T4 2 78.3700-73.3600 T5 1 73.3600-70.0200 T6 2 70.0200-65.0100 T7 2 65.0100-60.0000 T10 1 56.4000-52.3200 T11 1 52.3200-48.2400 T12 1 48.2400-44.1600 T13 1 44.1600-40.0800 T14 1 40.0800-36.0000

Mid Girt Type

Mid Girt Size

Solid Round Equal Angle Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Mid Girt Grade

Horizontal Type

Horizontal Size

Horizontal Grade

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

Equal Angle

L51x51x5

Equal Angle

L51x51x5

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

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

Page

Job

RISATower

6 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00

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

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1

1

1.5

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

Page

Job

RISATower

7 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Ing. C. Londoño M.

Tower Elevation

Gusset Area (per face)

Gusset Thickness

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

m 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000

m2

mm

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)

1.4

1

1.5

0

0

Tower Section Geometry (cont’d) Tower Elevation

m T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 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

1

No

No

1

1 1

No

No

1

No

No

No

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 1

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 1

No

No

0.5

1

1

1

1

1

1

1

RISATower I. P. DOLMEN S.A.

Tower Elevation

Calc K Single Angles

Calc K Solid Rounds

8 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Legs

X Brace Diags X Y 1

K Brace Diags X Y 1

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Inner Brace

X X X X X Y Y Y m Y Y 52.3200-48.24 1 1 1 1 1 00 T12 No No 0.5 1 1 1 1 1 1 1 48.2400-44.16 1 1 1 1 1 1 1 00 T13 No No 0.5 1 1 1 1 1 1 1 44.1600-40.08 1 1 1 1 1 1 1 00 T14 No No 0.5 1 1 1 1 1 1 1 40.0800-36.00 1 1 1 1 1 1 1 00 T15 No No 0.5 1 1 1 1 1 1 1 36.0000-34.00 1 1 1 1 1 1 1 00 T16 No No 0.5 1 1 1 1 1 1 1 34.0000-32.00 1 1 1 1 1 1 1 00 T17 No No 1 1 1 1 1 1 1 1 32.0000-30.00 1 1 1 1 1 1 1 00 T18 No No 1 1 1 1 1 1 1 1 30.0000-28.00 1 1 1 1 1 1 1 00 T19 No No 0.5 1 1 1 1 1 1 1 28.0000-24.00 0.5 1 1 1 1 1 1 00 T20 No No 0.5 1 1 1 1 1 1 1 24.0000-20.00 0.5 1 1 1 1 1 1 00 T21 No No 0.5 1 1 1 1 1 1 1 20.0000-16.00 0.5 1 1 0.5 1 1 1 00 T22 No No 0.5 1 1 1 1 1 1 1 16.0000-12.00 0.5 1 1 0.5 1 1 1 00 T23 No No 0.5 1 1 1 1 1 1 1 12.0000-8.000 0.5 1 1 0.5 1 1 1 0 No No 0.25 0.5 1 1 1 1 1 1 T24 0.25 1 1 0.5 1 1 1 8.0000-0.0000 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.

Page

Job

RISATower

9 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation m

T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00

Leg

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

1

0

0

1

0

Mid Girt

U

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Leg

14:21:13 10/10/13

Client

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

T19 28.0000-24.00 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000

10 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Tower Elevation m

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

1

0

0

1

0

Mid Girt

U

Ing. C. Londoño M.

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

0.75

0

1

0

0.75

Tower Section Geometry (cont’d) Tower Elevation m

T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 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.

6

16 A394T0

16 A394T0

6

Sleeve SS

16 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

1

16 A394T0

1

16 A394T0

16 A394T0

1

16 A394T0

1

6

16 A394T0

1

16 A394T0

16 A394T0

8

16 A394T0

1

Sleeve SS

16 A394T0

8

16 A394T0

Sleeve SS

16 A394T0

8

Sleeve SS

16 A394T0

Sleeve SS

16 A394T0

Sleeve SS

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

0

16 A394T0

16 A394T0

0

1

16 A394T0

16 A394T0

1

1

16 A394T0

16 A394T0

1

6

16 A394T0

6

16 A394T0

6

Bolt Size mm 16 A394T0

No.

1

16 A394T0

16 A394T0

1

0

16 A394T0

16 A394T0

0

2

16 A394T0

16 A394T0

2

1

16 A394T0

2

16 A394T0

1

Bolt Size mm 16 A394T0

No.

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

1

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

1

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

1

0

1

0

0

Project

14:21:13 10/10/13

Client

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

T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Leg Connection Type

11 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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.

Sleeve SS

19 A394T0

Sleeve SS

Top Girt

Bolt Size mm 16 A394T0

No.

6

16 A394T0

19 A394T0

6

Sleeve SS

19 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

1

16 A394T0

1

16 A394T0

16 A394T0

1

16 A394T0

1

6

16 A394T0

1

16 A394T0

19 A394T0

6

16 A394T0

1

Sleeve SS

19 A394T0

6

19 A394T0

Sleeve SS

19 A394T0

6

Sleeve SS

19 A394T0

Sleeve SS

Mid Girt

Ing. C. Londoño M.

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

1

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

1

16 A394T0

2

16 A394T0

0

1

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

19 A394T0

2

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A325X

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

19 A394T0

6

19 A394T0

1

16 A394T0

1

16 A394T0

0

16 A394T0

0

16 A394T0

3

16 A394T0

0

Sleeve SS

6

2

1

0

1

0

0

Page

Job

RISATower

12 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Guy Data Guy Elevation

Guy Grade

m 46.2

EHS

68.35

EHS

Guy Size

Initial Tension

A B C D

13 13 13 13

kg 1220.16 1220.16 1220.16 1220.16

A B C D

13 13 13 13

1220.16 1220.16 1220.16 1220.16

%

Guy Modulus

kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7

Guy Weight

Lu

Anchor Radius

Anchor Elevation

m 46.0000 46.0000 46.0000 46.0000

Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000

m 0.0000 0.0000 0.0000 0.0000

End Fitting Efficiency % 100% 100% 100% 100%

kglm 0.77 0.77 0.77 0.77

m 64.2500 64.2500 64.2500 64.2500

0.77 0.77 0.77 0.77

81.8870 81.8870 81.8870 81.8870

46.0000 46.0000 46.0000 46.0000

0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000

100% 100% 100% 100%

Guy Data(cont’d) Guy Elevation m

Mount Type

46.2 68.35

Corner Corner

Torque-Arm Spread

Torque-Arm Leg Angle

m

°

Torque-Arm Style

Torque-Arm Grade

Torque-Arm Type

Torque-Arm Size

Guy Data (cont’d) Guy Elevation m 46.2000 68.3500

Diagonal Grade

Diagonal Type

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

Solid Round Solid Round

Upper Diagonal Size

Lower Diagonal Size

Is Strap.

Pull-Off Grade

Pull-Off Type

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

Solid Round

Guy Data (cont’d)

Solid Round

Pull-Off Size

13 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

Guy Elevation

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

m 46.2

Cable Weight A kg 49.43

Cable Weight B kg 49.43

Cable Weight C kg 49.43

Cable Weight D kg 49.43

68.35

63.00

63.00

63.00

63.00

Tower Intercept A m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Tower Intercept B m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Ing. C. Londoño M.

Tower Intercept C m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Tower Intercept D m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse

Guy Data (cont’d) Guy Elevation m

Calc K Single Angles No No

46.2 68.35

Pull Off

Torque Arm Kx Ky

Calc K Solid Rounds No No

Kx

Ky

Diagonal Kx Ky

1 1

1 1

1 1

1 1

Guy Data (cont’d) Guy Elevation m 46.2 68.35

Bolt Size mm 16 A394T0 16 A394T0

Torque-Arm Number Net Width Deduct mm 0 0 0

0

U

Bolt Size mm

0.75

16 A394T0 16 A394T0

0.75

Pull Off Number Net Width Deduct mm 0 0 0

0

U

Bolt Size mm

0.75

16 A394T0 16 A394T0

0.75

Diagonal Number Net Width Deduct mm 0 0 0

0

U

0.75 0.75

Guy Pressures Guy Elevation m 46.2

68.35

Guy Location A B C D A B C D

z

qz

m 23.1000 23.1000 23.1000 23.1000 34.1750 34.1750 34.1750 34.1750

kPa 0.86 0.86 0.86 0.86 0.97 0.97 0.97 0.97

qz Ice kPa

Ice Thickness mm

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

1/2

Face Allow or Shield Leg D No

Component Type Ar (CfAe)

Placement m 79.0000 - 0.0000

Total Number

Number Per Row

2

2

Clear Spacing mm 15

Width or Perimeter Diameter mm mm 15

Weight kglm 0.37

RISATower

(6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 7/8 (2 ANT MW E) 1 (4 ANT RF N) 1 (4 ANT RF N)

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

Face Allow or Shield Leg

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Placement

Total Number

Number Per Row

m

Clear Spacing mm

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Width or Perimeter Diameter mm mm

Weight kglm

D

No

Ar (CfAe)

77.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

75.5000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

74.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

73.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

71.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

70.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

68.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

66.5000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

65.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

64.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

62.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

48.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

45.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

42.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

41.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

39.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

16.0000 - 0.0000

1

1

28

28

0.80

D

No

Ar (CfAe)

85.0000 - 0.0000

2

2

32

32

0.86

D

No

Ar (CfAe)

83.0000 - 0.0000

2

2

32

32

0.86

Feed Line/Linear Appurtenances Section Areas Tower Section

14 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Description

Page

Job

T1

Tower Elevation m 86.0000-81.8000

T2

81.8000-80.0000

T3

80.0000-78.3700

T4

78.3700-73.3600

Face

AR

AF

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

m2 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 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

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

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

Weight kg 0.00 0.00 0.00 7.60 0.00 0.00 0.00 6.21 0.00 0.00 0.00 6.10 0.00

RISATower I. P. DOLMEN S.A.

Tower Section

Tower Elevation m

T5

73.3600-70.0200

T6

70.0200-65.0100

T7

65.0100-60.0000

T8

60.0000-58.2000

T9

58.2000-56.4000

T10

56.4000-52.3200

T11

52.3200-48.2400

T12

48.2400-44.1600

T13

44.1600-40.0800

T14

40.0800-36.0000

T15

36.0000-34.0000

T16

34.0000-32.0000

T17

32.0000-30.0000

T18

30.0000-28.0000

T19

28.0000-24.0000

15 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

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

m2 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000

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

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

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

Weight kg 0.00 0.00 25.80 0.00 0.00 0.00 24.42 0.00 0.00 0.00 43.19 0.00 0.00 0.00 49.35 0.00 0.00 0.00 18.27 0.00 0.00 0.00 18.27 0.00 0.00 0.00 41.41 0.00 0.00 0.00 41.41 0.00 0.00 0.00 43.15 0.00 0.00 0.00 45.50 0.00 0.00 0.00 48.60 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

RISATower I. P. DOLMEN S.A.

Tower Section

Tower Elevation m

T20

24.0000-20.0000

T21

20.0000-16.0000

T22

16.0000-12.0000

T23

12.0000-8.0000

T24

8.0000-0.0000

16 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Face

AR

AF

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 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952

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

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

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

Weight kg 0.00 48.04 0.00 0.00 0.00 48.04 0.00 0.00 0.00 48.04 0.00 0.00 0.00 51.25 0.00 0.00 0.00 51.25 0.00 0.00 0.00 102.50

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 T21 T22 T23 T24

m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000

mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

mm 21 53 63 78 99 114 210 245 283 310 310 318 189 200 198 217 237 254 290 329 364 406 435 536

CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

CPZ Ice mm 21 53 63 78 99 114 210 245 283 310 310 318 189 200 198 217 237 254 290 329 364 406 435 536

User Defined Loads

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

17 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

14:21:13 10/10/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Description

Elevation

CxMANTENIMIENTO

m 80.0000

Offset From Centroid m 0.0000

Azimuth Angle

Weight

° 0.0000 No Ice Service

kg 320.00 320.00

Ing. C. Londoño M.

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 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

79.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

77.0000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

75.5000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

0.0000

74.0000

No Ice

0.2000

0.0500

16.00

0.0000

73.0000

No Ice

0.2000

0.0500

16.00

0.0000

73.0000

No Ice

0.2000

0.0500

16.00

RISATower I. P. DOLMEN S.A.

Description

Face or Leg

18 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Offset Type

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

C

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.20x0.80m (E)

A

From Face

2 ANT TV 0.20x0.80m (E)

B

From Face

2 ANT TV 0.30x1.50m (E)

D

From Leg

Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

71.0000

No Ice

0.2000

0.0500

16.00

0.0000

71.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

0.0000

70.0000

No Ice

0.2000

0.0500

16.00

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

68.0000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

66.5000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

65.0000

No Ice

0.2000

0.0500

16.00

0.0000

64.0000

No Ice

0.2000

0.0500

16.00

0.0000

64.0000

No Ice

0.2000

0.0500

16.00

0.0000

62.0000

No Ice

0.2000

0.0500

16.00

0.0000

62.0000

No Ice

0.2000

0.0500

16.00

0.0000

48.0000

No Ice

0.3000

0.1000

30.00

RISATower I. P. DOLMEN S.A.

Description

Face or Leg

19 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Offset Type

2 ANT TV 0.30x1.50m (E)

D

From Leg

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

2 ANT TV 0.25x0.90m (E)

A

From Face

2 ANT TV 0.25x0.90m (E)

D

From Face

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

54.0000

No Ice

0.3000

0.1000

30.00

0.0000

45.0000

No Ice

0.2400

0.0600

20.00

0.0000

45.0000

No Ice

0.2400

0.0600

20.00

0.0000

42.0000

No Ice

0.2400

0.0600

20.00

0.0000

42.0000

No Ice

0.2400

0.0600

20.00

0.0000

41.0000

No Ice

0.2400

0.0600

20.00

0.0000

41.0000

No Ice

0.2400

0.0600

20.00

0.0000

39.0000

No Ice

0.2400

0.0600

20.00

0.0000

39.0000

No Ice

0.2400

0.0600

20.00

0.0000

86.0000

No Ice

0.4750

0.2600

10.00

0.0000

86.0000

No Ice

0.4750

0.2600

10.00

0.0000

85.0000

No Ice

0.4750

0.2600

10.00

0.0000

85.0000

No Ice

0.4750

0.2600

10.00

0.0000

84.0000

No Ice

0.4750

0.2600

10.00

0.0000

84.0000

No Ice

0.4750

0.2600

10.00

0.0000

83.0000

No Ice

0.4750

0.2600

10.00

0.0000

83.0000

No Ice

0.4750

0.2600

10.00

Page

Job

RISATower

20 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Dishes Description

Face or Leg

8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)

Dish Type

Offset Type

A

Paraboloid w/o Radome

From Leg

B

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

Aperture Area

Weight

° Worst

°

m 16.0000

m 2.4384

No Ice

m2 4.6730

kg 113.85

16.0000

2.4384

No Ice

4.6730

113.85

Worst

Tower Pressures - No Ice GH = 1.092 Section Elevation

z

KZ

qz

AG

m 83.9000

1.833

kPa 1.25

m2 2.673

T2 81.8000-80.00 00

80.9000

1.814

1.24

1.596

T3 80.0000-78.37 00

79.1850

1.803

1.23

1.852

T4 78.3700-73.36 00

75.8650

1.781

1.21

5.693

T5 73.3600-70.02 00

71.6900

1.753

1.19

3.818

T6 70.0200-65.01 00

67.5150

1.723

1.17

5.728

T7 65.0100-60.00 00

62.5050

1.685

1.15

5.893

T8 60.0000-58.20 00

59.1000

1.659

1.13

2.433

T9 58.2000-56.40 00

57.3000

1.644

1.12

3.063

T10

54.3600

1.619

1.10

7.655

m T1 86.0000-81.80 00

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

AF

AR

Aleg

m2 0.994 0.994 0.994 0.994 0.417 0.417 0.417 0.417 0.448 0.448 0.448 0.448 1.505 1.505 1.505 1.505 1.092 1.092 1.092 1.092 1.636 1.636 1.636 1.636 0.796 0.796 0.796 0.796 0.290 0.290 0.290 0.290 0.336 0.336 0.336 0.336 0.775

m2 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000

m2 0.533

0.233

0.207

0.636

0.509

0.764

0.000

0.000

0.000

0.000

Leg %

53.66 53.66 53.66 41.89 55.81 55.81 55.81 36.06 46.22 46.22 46.22 30.74 42.27 42.27 42.27 25.67 46.60 46.60 46.60 25.11 46.68 46.68 46.68 23.16 0.00 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

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

Project

Client

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

m 56.4000-52.32 00

m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

z

21 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

KZ

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T11 52.3200-48.24 00

50.2800

1.584

1.08

7.655

T12 48.2400-44.16 00

46.2000

1.546

1.05

7.655

T13 44.1600-40.08 00

42.1200

1.506

1.03

7.579

T14 40.0800-36.00 00

38.0400

1.462

1.00

7.579

T15 36.0000-34.00 00

35.0000

1.428

0.97

4.059

T16 34.0000-32.00 00

33.0000

1.404

0.96

4.702

T17 32.0000-30.00 00

31.0000

1.379

0.94

5.334

T18 30.0000-28.00 00

29.0000

1.353

0.92

5.959

T19 28.0000-24.00 00

26.0000

1.312

0.89

13.817

T20 24.0000-20.00 00

22.0000

1.251

0.85

16.349

T21 20.0000-16.00 00

18.0000

1.181

0.80

18.883

T22 16.0000-12.00 00

14.0000

1.099

0.75

21.417

T23 12.0000-8.000 0

10.0000

1

0.68

23.949

T24 8.0000-0.0000

4.0000

1

0.68

55.513

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

AF

AR

Aleg

m2 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 1.679 1.679 1.679 1.679 1.676 1.676 1.676 1.676 0.933 0.933 0.933 0.933 1.002 1.002 1.002 1.002 1.054 1.054 1.054 1.054 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357

m2 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952

m2

0.000

0.000

0.829

0.829

0.511

0.511

0.511

0.511

1.022

1.022

1.022

1.022

1.022

2.045

Leg %

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.37 49.37 49.37 24.09 49.48 49.48 49.48 23.29 54.80 54.80 54.80 27.42 51.03 51.03 51.03 26.44 48.46 48.46 48.46 25.73 46.18 46.18 46.18 25.08 45.12 45.12 45.12 24.76 42.75 42.75 42.75 24.03 40.54 40.54 40.54 23.31 37.45 37.45 37.45 21.72 35.54 35.54 35.54 21.07 38.17 38.17 38.17 21.96

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

14:21:13 10/10/13 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

Page

Job

RISATower

22 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Tower Pressure - Service GH = 1.092 Section Elevation

z

KZ

qz

AG

1.833

kPa 0.31

m2 2.673

80.9000

1.814

0.31

1.596

T3 80.0000-78.37 00

79.1850

1.803

0.31

1.852

T4 78.3700-73.36 00

75.8650

1.781

0.30

5.693

T5 73.3600-70.02 00

71.6900

1.753

0.30

3.818

T6 70.0200-65.01 00

67.5150

1.723

0.29

5.728

T7 65.0100-60.00 00

62.5050

1.685

0.29

5.893

T8 60.0000-58.20 00

59.1000

1.659

0.28

2.433

T9 58.2000-56.40 00

57.3000

1.644

0.28

3.063

T10 56.4000-52.32 00

54.3600

1.619

0.28

7.655

T11 52.3200-48.24 00

50.2800

1.584

0.27

7.655

T12 48.2400-44.16 00

46.2000

1.546

0.26

7.655

T13 44.1600-40.08 00

42.1200

1.506

0.26

7.579

m

m 83.9000

T2 81.8000-80.00 00

T1 86.0000-81.80 00

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

AF

AR

Aleg

m2 0.994 0.994 0.994 0.994 0.417 0.417 0.417 0.417 0.448 0.448 0.448 0.448 1.505 1.505 1.505 1.505 1.092 1.092 1.092 1.092 1.636 1.636 1.636 1.636 0.796 0.796 0.796 0.796 0.290 0.290 0.290 0.290 0.336 0.336 0.336 0.336 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 1.679 1.679 1.679 1.679

m2 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762

m2 0.533

0.233

0.207

0.636

0.509

0.764

0.000

0.000

0.000

0.000

0.000

0.000

0.829

Leg %

53.66 53.66 53.66 41.89 55.81 55.81 55.81 36.06 46.22 46.22 46.22 30.74 42.27 42.27 42.27 25.67 46.60 46.60 46.60 25.11 46.68 46.68 46.68 23.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.37 49.37 49.37 24.09

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

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

Project

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

KZ

qz

AG

m 38.0400

1.462

kPa 0.25

m2 7.579

T15 36.0000-34.00 00

35.0000

1.428

0.24

4.059

T16 34.0000-32.00 00

33.0000

1.404

0.24

4.702

T17 32.0000-30.00 00

31.0000

1.379

0.23

5.334

T18 30.0000-28.00 00

29.0000

1.353

0.23

5.959

T19 28.0000-24.00 00

26.0000

1.312

0.22

13.817

T20 24.0000-20.00 00

22.0000

1.251

0.21

16.349

T21 20.0000-16.00 00

18.0000

1.181

0.20

18.883

T22 16.0000-12.00 00

14.0000

1.099

0.19

21.417

T23 12.0000-8.000 0

10.0000

1

0.17

23.949

T24 8.0000-0.0000

4.0000

1

0.17

55.513

T14 40.0800-36.00 00

14:21:13 10/10/13

Client

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

m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

z

23 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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

AF

AR

Aleg

Leg %

m2 1.676 1.676 1.676 1.676 0.933 0.933 0.933 0.933 1.002 1.002 1.002 1.002 1.054 1.054 1.054 1.054 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357

m2 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952

m2 0.829

0.511

0.511

0.511

0.511

1.022

1.022

1.022

1.022

1.022

2.045

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

49.48 49.48 49.48 23.29 54.80 54.80 54.80 27.42 51.03 51.03 51.03 26.44 48.46 48.46 48.46 25.73 46.18 46.18 46.18 25.08 45.12 45.12 45.12 24.76 42.75 42.75 42.75 24.03 40.54 40.54 40.54 23.31 37.45 37.45 37.45 21.72 35.54 35.54 35.54 21.07 38.17 38.17 38.17 21.96

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

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

Add Weight

m

kg

Self Weight

T1 86.0000-81.80 00

7.60

kg 372.13

T2 81.8000-80.00

6.21

152.03

F a c e A B C D A B

e

0.372 0.372 0.372 0.476 0.262 0.262

CF

RR

2.359 2.359 2.359 2.097 2.73 2.73

0.641 0.641 0.641 0.686 0.605 0.605

DF

DR

1 1 1 1 1 1

1 1 1 1 1 1

AE

F

w

Ctrl. Face

m2 0.994 0.994 0.994 1.186 0.417 0.417

kg 345.73

kglm 82.32

D

176.87

98.26

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg

kg

00 T3 80.0000-78.37 00

6.10

168.27

T4 78.3700-73.36 00

25.80

513.49

T5 73.3600-70.02 00

24.42

367.69

T6 70.0200-65.01 00

43.19

551.54

T7 65.0100-60.00 00

49.35

770.74

T8 60.0000-58.20 00

18.27

279.03

T9 58.2000-56.40 00

18.27

296.13

T10 56.4000-52.32 00

41.41

671.63

T11 52.3200-48.24 00

41.41

671.63

T12 48.2400-44.16 00

43.15

671.63

T13 44.1600-40.08 00

45.50

669.15

T14 40.0800-36.00 00

48.60

669.15

T15 36.0000-34.00 00

24.02

413.52

T16 34.0000-32.00 00

24.02

445.32

T17 32.0000-30.00

24.02

467.45

24 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

Page

Job

14:21:13 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.262 0.405 0.242 0.242 0.242 0.364 0.264 0.264 0.264 0.435 0.286 0.286 0.286 0.531 0.286 0.286 0.286 0.576 0.135 0.135 0.135 0.458 0.119 0.119 0.119 0.409 0.11 0.11 0.11 0.34 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.319 0.222 0.222 0.222 0.454 0.221 0.221 0.221 0.47 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198

CF

RR

2.73 2.267 2.807 2.807 2.807 2.384 2.72 2.72 2.72 2.19 2.64 2.64 2.64 1.995 2.641 2.641 2.641 1.929 3.276 3.276 3.276 2.136 3.354 3.354 3.354 2.255 3.401 3.401 3.401 2.456 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.524 2.889 2.889 2.889 2.146 2.891 2.891 2.891 2.111 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99

0.605 0.654 0.6 0.6 0.6 0.637 0.606 0.606 0.606 0.667 0.612 0.612 0.612 0.714 0.612 0.612 0.612 0.739 0.579 0.579 0.579 0.677 0.577 0.577 0.577 0.655 0.576 0.576 0.576 0.629 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.622 0.595 0.595 0.595 0.675 0.595 0.595 0.595 0.683 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59

DF

DR

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

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

m2 0.417 0.567 0.448 0.448 0.448 0.592 1.505 1.505 1.505 2.154 1.092 1.092 1.092 1.759 1.636 1.636 1.636 2.863 0.796 0.796 0.796 2.086 0.290 0.290 0.290 0.753 0.336 0.336 0.336 0.780 0.775 0.775 0.775 1.766 0.775 0.775 0.775 1.766 0.775 0.775 0.775 1.813 1.679 1.679 1.679 2.869 1.676 1.676 1.676 2.962 0.933 0.933 0.933 1.564 1.002 1.002 1.002 1.613 1.054 1.054

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

192.91

118.35

D

637.30

127.21

D

466.69

139.73

D

721.92

144.10

D

569.62

113.70

D

213.53

118.63

D

238.85

132.69

D

554.06

135.80

D

541.84

132.80

D

536.65

131.53

D

703.03

172.31

D

693.65

170.01

D

361.53

180.76

D

386.69

193.35

D

407.39

203.69

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg

kg

00 T18 30.0000-28.00 00

24.02

489.78

T19 28.0000-24.00 00

48.04

863.35

T20 24.0000-20.00 00

48.04

914.54

T21 20.0000-16.00 00

48.04

967.71

T22 16.0000-12.00 00

51.25

1060.16

T23 12.0000-8.000 0

51.25

1120.86

T24 8.0000-0.0000

102.50

2262.63

Sum Weight:

864.47

15829.58

25 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

Page

Job

14:21:13 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168

CF

RR

2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123

0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584

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

AE

F

w

m2 1.054 1.651 1.107 1.107 1.107 1.694 2.266 2.266 2.266 3.413 2.391 2.391 2.391 3.518 2.522 2.522 2.522 3.635 2.730 2.730 2.730 3.905 2.877 2.877 2.877 4.045 5.357 5.357 5.357 7.667

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

425.89

212.95

D

880.87

220.22

D

912.91

228.23

D

926.65

231.66

D

943.09

235.77

D

910.82

227.71

D

1816.30

227.04

D

14564.78

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

Add Weight

m

kg

Self Weight

T1 86.0000-81.80 00

7.60

kg 372.13

T2 81.8000-80.00 00

6.21

152.03

T3 80.0000-78.37 00

6.10

168.27

T4 78.3700-73.36 00

25.80

513.49

T5 73.3600-70.02

24.42

367.69

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

e

0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.264 0.264 0.264 0.435 0.286 0.286

CF

RR

DF

DR

2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.72 2.72 2.72 2.19 2.64 2.64

0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.606 0.606 0.606 0.667 0.612 0.612

1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.198 1.198 1.198 1.2 1.2 1.2

1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.198 1.198 1.198 1.2 1.2 1.2

AE

F

w

Ctrl. Face

m2 1.193 1.193 1.193 1.423 0.499 0.499 0.499 0.680 0.529 0.529 0.529 0.710 1.804 1.804 1.804 2.585 1.311 1.311

kg 414.87

kglm 98.78

D

212.24

117.91

D

231.50

142.02

D

764.76

152.65

D

560.03

167.67

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg

kg

00 T6 70.0200-65.01 00

43.19

551.54

T7 65.0100-60.00 00

49.35

770.74

T8 60.0000-58.20 00

18.27

279.03

T9 58.2000-56.40 00

18.27

296.13

T10 56.4000-52.32 00

41.41

671.63

T11 52.3200-48.24 00

41.41

671.63

T12 48.2400-44.16 00

43.15

671.63

T13 44.1600-40.08 00

45.50

669.15

T14 40.0800-36.00 00

48.60

669.15

T15 36.0000-34.00 00

24.02

413.52

T16 34.0000-32.00 00

24.02

445.32

T17 32.0000-30.00 00

24.02

467.45

T18 30.0000-28.00 00

24.02

489.78

T19 28.0000-24.00 00

48.04

863.35

T20 24.0000-20.00

48.04

914.54

26 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

Page

Job

14:21:13 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.286 0.531 0.286 0.286 0.286 0.576 0.135 0.135 0.135 0.458 0.119 0.119 0.119 0.409 0.11 0.11 0.11 0.34 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.319 0.222 0.222 0.222 0.454 0.221 0.221 0.221 0.47 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146

CF

RR

DF

DR

2.64 1.995 2.641 2.641 2.641 1.929 3.276 3.276 3.276 2.136 3.354 3.354 3.354 2.255 3.401 3.401 3.401 2.456 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.524 2.889 2.889 2.889 2.146 2.891 2.891 2.891 2.111 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223

0.612 0.714 0.612 0.612 0.612 0.739 0.579 0.579 0.579 0.677 0.577 0.577 0.577 0.655 0.576 0.576 0.576 0.629 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.622 0.595 0.595 0.595 0.675 0.595 0.595 0.595 0.683 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581

1.2 1.2 1.2 1.2 1.2 1.2 1.101 1.101 1.101 1.2 1.089 1.089 1.089 1.2 1.082 1.082 1.082 1.2 1.076 1.076 1.076 1.2 1.076 1.076 1.076 1.2 1.076 1.076 1.076 1.2 1.166 1.166 1.166 1.2 1.166 1.166 1.166 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11

1.2 1.2 1.2 1.2 1.2 1.2 1.101 1.101 1.101 1.2 1.089 1.089 1.089 1.2 1.082 1.082 1.082 1.2 1.076 1.076 1.076 1.2 1.076 1.076 1.076 1.2 1.076 1.076 1.076 1.2 1.166 1.166 1.166 1.2 1.166 1.166 1.166 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11

AE

F

w

m2 1.311 2.111 1.963 1.963 1.963 3.436 0.876 0.876 0.876 2.503 0.316 0.316 0.316 0.903 0.363 0.363 0.363 0.936 0.834 0.834 0.834 2.119 0.834 0.834 0.834 2.119 0.834 0.834 0.834 2.176 1.958 1.958 1.958 3.443 1.953 1.953 1.953 3.554 1.094 1.094 1.094 1.877 1.162 1.162 1.162 1.936 1.211 1.211 1.211 1.982 1.261 1.261 1.261 2.032 2.544 2.544 2.544 4.095 2.654 2.654

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

866.31

172.92

D

683.54

136.44

D

256.23

142.35

D

286.62

159.23

D

664.87

162.96

D

650.21

159.36

D

643.98

157.84

D

843.63

206.77

D

832.38

204.01

D

433.83

216.92

D

464.03

232.02

D

488.86

244.43

D

511.07

255.53

D

1057.04

264.26

D

1091.10

272.77

D

RISATower

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

m

27 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Section Elevation

Page

Job

Add Weight

Self Weight

kg

kg

00 T21 20.0000-16.00 00

48.04

967.71

T22 16.0000-12.00 00

51.25

1060.16

T23 12.0000-8.000 0

51.25

1120.86

T24 8.0000-0.0000

102.50

2262.63

Sum Weight:

864.47

15829.58

14:21:13 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168

CF

RR

DF

DR

3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123

0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584

1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126

1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126

Designed by

Ing. C. Londoño M.

AE

F

w

Ctrl. Face

m2 2.654 4.205 2.775 2.775 2.775 4.268 2.991 2.991 2.991 4.549 3.136 3.136 3.136 4.659 5.745 5.745 5.745 8.631

kg

kglm

1088.05

272.01

D

1098.51

274.63

D

1049.25

262.31

D

2044.75

255.59

D

17237.67

Tower Forces - Service - Wind Normal To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-81.80 00

7.60

kg 372.13

T2 81.8000-80.00 00

6.21

152.03

T3 80.0000-78.37 00

6.10

168.27

T4 78.3700-73.36 00

25.80

513.49

T5 73.3600-70.02 00

24.42

367.69

T6 70.0200-65.01 00

43.19

551.54

T7 65.0100-60.00 00

49.35

770.74

T8 60.0000-58.20

18.27

279.03

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

e

0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.264 0.264 0.264 0.435 0.286 0.286 0.286 0.531 0.286 0.286 0.286 0.576 0.135 0.135 0.135 0.458 0.119 0.119

CF

2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.72 2.72 2.72 2.19 2.64 2.64 2.64 1.995 2.641 2.641 2.641 1.929 3.276 3.276 3.276 2.136 3.354 3.354

RR

0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.606 0.606 0.606 0.667 0.612 0.612 0.612 0.714 0.612 0.612 0.612 0.739 0.579 0.579 0.579 0.677 0.577 0.577

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

AE

F

w

Ctrl. Face

m2 0.994 0.994 0.994 1.186 0.417 0.417 0.417 0.567 0.448 0.448 0.448 0.592 1.505 1.505 1.505 2.154 1.092 1.092 1.092 1.759 1.636 1.636 1.636 2.863 0.796 0.796 0.796 2.086 0.290 0.290

kg 86.43

kglm 20.58

D

44.22

24.57

D

48.23

29.59

D

159.32

31.80

D

116.67

34.93

D

180.48

36.02

D

142.40

28.42

D

53.38

29.66

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg

kg

00 T9 58.2000-56.40 00

18.27

296.13

T10 56.4000-52.32 00

41.41

671.63

T11 52.3200-48.24 00

41.41

671.63

T12 48.2400-44.16 00

43.15

671.63

T13 44.1600-40.08 00

45.50

669.15

T14 40.0800-36.00 00

48.60

669.15

T15 36.0000-34.00 00

24.02

413.52

T16 34.0000-32.00 00

24.02

445.32

T17 32.0000-30.00 00

24.02

467.45

T18 30.0000-28.00 00

24.02

489.78

T19 28.0000-24.00 00

48.04

863.35

T20 24.0000-20.00 00

48.04

914.54

T21 20.0000-16.00 00

48.04

967.71

T22 16.0000-12.00 00

51.25

1060.16

T23 12.0000-8.000

51.25

1120.86

28 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

Page

Job

14:21:13 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.119 0.409 0.11 0.11 0.11 0.34 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.319 0.222 0.222 0.222 0.454 0.221 0.221 0.221 0.47 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12

CF

RR

3.354 2.255 3.401 3.401 3.401 2.456 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.524 2.889 2.889 2.889 2.146 2.891 2.891 2.891 2.111 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349

0.577 0.655 0.576 0.576 0.576 0.629 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.622 0.595 0.595 0.595 0.675 0.595 0.595 0.595 0.683 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577

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

AE

F

w

m2 0.290 0.753 0.336 0.336 0.336 0.780 0.775 0.775 0.775 1.766 0.775 0.775 0.775 1.766 0.775 0.775 0.775 1.813 1.679 1.679 1.679 2.869 1.676 1.676 1.676 2.962 0.933 0.933 0.933 1.564 1.002 1.002 1.002 1.613 1.054 1.054 1.054 1.651 1.107 1.107 1.107 1.694 2.266 2.266 2.266 3.413 2.391 2.391 2.391 3.518 2.522 2.522 2.522 3.635 2.730 2.730 2.730 3.905 2.877 2.877

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

59.71

33.17

D

138.51

33.95

D

135.46

33.20

D

134.16

32.88

D

175.76

43.08

D

173.41

42.50

D

90.38

45.19

D

96.67

48.34

D

101.85

50.92

D

106.47

53.24

D

220.22

55.05

D

228.23

57.06

D

231.66

57.92

D

235.77

58.94

D

227.71

56.93

D

Project

m

kg

kg

14:21:13 10/10/13

Client

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

Self Weight

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Add Weight

29 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

0 T24 8.0000-0.0000

102.50

2262.63

Sum Weight:

864.47

15829.58

F a c e C D A B C D

e

0.12 0.203 0.097 0.097 0.097 0.168

CF

RR

3.349 2.969 3.468 3.468 3.468 3.123

0.577 0.591 0.575 0.575 0.575 0.584

DF

DR

1 1 1 1 1 1

1 1 1 1 1 1

AE

F

w

m2 2.877 4.045 5.357 5.357 5.357 7.667

kg

kglm

454.08

56.76

Designed by

Ing. C. Londoño M. Ctrl. Face

D

3641.20

Tower Forces - Service - Wind 45 To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-81.80 00

7.60

kg 372.13

T2 81.8000-80.00 00

6.21

152.03

T3 80.0000-78.37 00

6.10

168.27

T4 78.3700-73.36 00

25.80

513.49

T5 73.3600-70.02 00

24.42

367.69

T6 70.0200-65.01 00

43.19

551.54

T7 65.0100-60.00 00

49.35

770.74

T8 60.0000-58.20 00

18.27

279.03

T9 58.2000-56.40 00

18.27

296.13

T10 56.4000-52.32 00

41.41

671.63

T11 52.3200-48.24

41.41

671.63

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

e

0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.264 0.264 0.264 0.435 0.286 0.286 0.286 0.531 0.286 0.286 0.286 0.576 0.135 0.135 0.135 0.458 0.119 0.119 0.119 0.409 0.11 0.11 0.11 0.34 0.101 0.101 0.101 0.31 0.101 0.101

CF

RR

DF

DR

2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.72 2.72 2.72 2.19 2.64 2.64 2.64 1.995 2.641 2.641 2.641 1.929 3.276 3.276 3.276 2.136 3.354 3.354 3.354 2.255 3.401 3.401 3.401 2.456 3.444 3.444 3.444 2.554 3.444 3.444

0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.606 0.606 0.606 0.667 0.612 0.612 0.612 0.714 0.612 0.612 0.612 0.739 0.579 0.579 0.579 0.677 0.577 0.577 0.577 0.655 0.576 0.576 0.576 0.629 0.575 0.575 0.575 0.619 0.575 0.575

1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.198 1.198 1.198 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.101 1.101 1.101 1.2 1.089 1.089 1.089 1.2 1.082 1.082 1.082 1.2 1.076 1.076 1.076 1.2 1.076 1.076

1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.198 1.198 1.198 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.101 1.101 1.101 1.2 1.089 1.089 1.089 1.2 1.082 1.082 1.082 1.2 1.076 1.076 1.076 1.2 1.076 1.076

AE

F

w

Ctrl. Face

m2 1.193 1.193 1.193 1.423 0.499 0.499 0.499 0.680 0.529 0.529 0.529 0.710 1.804 1.804 1.804 2.585 1.311 1.311 1.311 2.111 1.963 1.963 1.963 3.436 0.876 0.876 0.876 2.503 0.316 0.316 0.316 0.903 0.363 0.363 0.363 0.936 0.834 0.834 0.834 2.119 0.834 0.834

kg 103.72

kglm 24.69

D

53.06

29.48

D

57.87

35.51

D

191.19

38.16

D

140.01

41.92

D

216.58

43.23

D

170.89

34.11

D

64.06

35.59

D

71.66

39.81

D

166.22

40.74

D

162.55

39.84

D

RISATower I. P. DOLMEN S.A.

Section Elevation m

Add Weight

Self Weight

kg

kg

00 T12 48.2400-44.16 00

43.15

671.63

T13 44.1600-40.08 00

45.50

669.15

T14 40.0800-36.00 00

48.60

669.15

T15 36.0000-34.00 00

24.02

413.52

T16 34.0000-32.00 00

24.02

445.32

T17 32.0000-30.00 00

24.02

467.45

T18 30.0000-28.00 00

24.02

489.78

T19 28.0000-24.00 00

48.04

863.35

T20 24.0000-20.00 00

48.04

914.54

T21 20.0000-16.00 00

48.04

967.71

T22 16.0000-12.00 00

51.25

1060.16

T23 12.0000-8.000 0

51.25

1120.86

T24 8.0000-0.0000

102.50

2262.63

Sum Weight:

864.47

15829.58

30 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

Page

Job

14:21:13 10/10/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.101 0.31 0.101 0.101 0.101 0.319 0.222 0.222 0.222 0.454 0.221 0.221 0.221 0.47 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168

CF

RR

DF

DR

3.444 2.554 3.444 3.444 3.444 2.524 2.889 2.889 2.889 2.146 2.891 2.891 2.891 2.111 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123

0.575 0.619 0.575 0.575 0.575 0.622 0.595 0.595 0.595 0.675 0.595 0.595 0.595 0.683 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584

1.076 1.2 1.076 1.076 1.076 1.2 1.166 1.166 1.166 1.2 1.166 1.166 1.166 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126

1.076 1.2 1.076 1.076 1.076 1.2 1.166 1.166 1.166 1.2 1.166 1.166 1.166 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126

AE

F

w

m2 0.834 2.119 0.834 0.834 0.834 2.176 1.958 1.958 1.958 3.443 1.953 1.953 1.953 3.554 1.094 1.094 1.094 1.877 1.162 1.162 1.162 1.936 1.211 1.211 1.211 1.982 1.261 1.261 1.261 2.032 2.544 2.544 2.544 4.095 2.654 2.654 2.654 4.205 2.775 2.775 2.775 4.268 2.991 2.991 2.991 4.549 3.136 3.136 3.136 4.659 5.745 5.745 5.745 8.631

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

161.00

39.46

D

210.91

51.69

D

208.09

51.00

D

108.46

54.23

D

116.01

58.00

D

122.22

61.11

D

127.77

63.88

D

264.26

66.07

D

272.77

68.19

D

272.01

68.00

D

274.63

68.66

D

262.31

65.58

D

511.19

63.90

D

4309.42

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

31 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Mast Vectors - No Ice Section No. T1

Section Elevation m 86.0000-81.8000

T2

81.8000-80.0000

T3

80.0000-78.3700

T4

78.3700-73.3600

T5

73.3600-70.0200

T6

70.0200-65.0100

T7

65.0100-60.0000

T8

60.0000-58.2000

T9

58.2000-56.4000

T10

56.4000-52.3200

T11

52.3200-48.2400

T12

48.2400-44.1600

T13

44.1600-40.0800

T14

40.0800-36.0000

T15

36.0000-34.0000

T16

34.0000-32.0000

T17

32.0000-30.0000

T18

30.0000-28.0000

T19

28.0000-24.0000

T20

24.0000-20.0000

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 0

Directionality

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

F kg 345.73 414.87 345.73 176.87 212.24 176.87 192.91 231.50 192.91 637.30 764.76 637.30 466.69 560.03 466.69 721.92 866.31 721.92 569.62 683.54 569.62 213.53 256.23 213.53 238.85 286.62 238.85 554.06 664.87 554.06 541.84 650.21 541.84 536.65 643.98 536.65 703.03 843.63 703.03 693.65 832.38 693.65 361.53 433.83 361.53 386.69 464.03 386.69 407.39 488.86 407.39 425.89 511.07 425.89 880.87 1057.04 880.87 912.91

Vx

Vz

OTMx

OTMz

Torque

kg

kg -345.73 -293.36 0.00 -176.87 -150.08 0.00 -192.91 -163.69 0.00 -637.30 -540.77 0.00 -466.69 -396.00 0.00 -721.92 -612.57 0.00 -569.62 -483.34 0.00 -213.53 -181.18 0.00 -238.85 -202.67 0.00 -554.06 -470.13 0.00 -541.84 -459.77 0.00 -536.65 -455.36 0.00 -703.03 -596.54 0.00 -693.65 -588.58 0.00 -361.53 -306.77 0.00 -386.69 -328.12 0.00 -407.39 -345.68 0.00 -425.89 -361.38 0.00 -880.87 -747.44 0.00 -912.91

kg-m -29004 -24611 2 -14306 -12139 3 -15272 -12959 3 -48334 -41011 15 -33443 -28376 14 -48716 -41334 24 -35576 -30183 28 -12608 -10696 12 -13671 -11598 15 -30081 -25519 38 -27206 -23079 38 -24754 -20999 39 -29570 -25085 41 -26342 -22345 44 -12630 -10713 24 -12733 -10800 28 -12598 -10685 31 -12316 -10445 35 -22821 -19352 82 -19987

kg-m

kg-m

0.00 293.36 345.73 0.00 150.08 176.87 0.00 163.69 192.91 0.00 540.77 637.30 0.00 396.00 466.69 0.00 612.57 721.92 0.00 483.34 569.62 0.00 181.18 213.53 0.00 202.67 238.85 0.00 470.13 554.06 0.00 459.77 541.84 0.00 455.36 536.65 0.00 596.54 703.03 0.00 588.58 693.65 0.00 306.77 361.53 0.00 328.12 386.69 0.00 345.68 407.39 0.00 361.38 425.89 0.00 747.44 880.87 0.00

0 -24613 -29007 0 -12141 -14309 0 -12962 -15276 0 -41025 -48349 0 -28389 -33457 0 -41358 -48741 0 -30211 -35604 0 -10708 -12619 0 -11613 -13686 0 -25556 -30118 0 -23117 -27244 0 -21038 -24793 0 -25126 -29611 0 -22390 -26386 0 -10737 -12653 0 -10828 -12761 0 -10716 -12629 0 -10480 -12351 0 -19433 -22903 0

0 6 7 0 8 9 0 10 12 0 42 50 0 39 46 0 70 82 0 101 120 0 44 52 0 57 68 0 146 172 0 142 168 0 145 171 0 113 133 0 118 138 0 61 71 0 71 84 0 82 96 0 92 108 0 217 256 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.

Section No.

Section Elevation m

T21

20.0000-16.0000

T22

16.0000-12.0000

T23

12.0000-8.0000

T24

8.0000-0.0000

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

Page

Job

32 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Directionality

F

Vx

kg 1091.10 912.91 926.65 1088.05 926.65 943.09 1098.51 943.09 910.82 1049.25 910.82 1816.30 2044.75 1816.30

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

kg 771.52 912.91 0.00 769.37 926.65 0.00 776.76 943.09 0.00 741.93 910.82 0.00 1445.85 1816.30

Vz kg -771.52 0.00 -926.65 -769.37 0.00 -943.09 -776.76 0.00 -910.82 -741.93 0.00 -1816.30 -1445.85 0.00

OTMx

OTMz

kg-m -16877 97 -16568 -13737 112 -13067 -10739 136 -8956 -7267 152 -6912 -5430 353

kg-m -16974 -20084 0 -13849 -16680 0 -10875 -13203 0 -7419 -9108 0 -5783 -7265

14:21:13 10/10/13 Designed by

Ing. C. Londoño M. Torque kg-m 254 300 0 280 337 0 316 383 0 323 396 0 775 974

Mast Totals - No Ice Wind Azimuth °

Vx kg

0 45 90

0.00 12188.87 14564.78

Vz kg -14564.78 -12188.87 0.00

OTMx

OTMz

Torque

kg-m -527472 -445976 1366

kg-m

kg-m

0 -447342 -528838

0 3512 4235

Mast Vectors - Service Section No. T1

Section Elevation m 86.0000-81.8000

T2

81.8000-80.0000

T3

80.0000-78.3700

T4

78.3700-73.3600

T5

73.3600-70.0200

T6

70.0200-65.0100

T7

65.0100-60.0000

T8

60.0000-58.2000

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

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

F

Vx

Vz

OTMx

OTMz

Torque

kg 86.43 103.72 86.43 44.22 53.06 44.22 48.23 57.87 48.23 159.32 191.19 159.32 116.67 140.01 116.67 180.48 216.58 180.48 142.40 170.89 142.40 53.38 64.06

kg

kg -86.43 -73.34 0.00 -44.22 -37.52 0.00 -48.23 -40.92 0.00 -159.32 -135.19 0.00 -116.67 -99.00 0.00 -180.48 -153.14 0.00 -142.40 -120.83 0.00 -53.38 -45.30

kg-m -7249 -6151 2 -3574 -3033 3 -3816 -3237 3 -12073 -10242 15 -8351 -7084 14 -12161 -10315 24 -8873 -7525 28 -3143 -2665

kg-m

kg-m

0.00 73.34 86.43 0.00 37.52 44.22 0.00 40.92 48.23 0.00 135.19 159.32 0.00 99.00 116.67 0.00 153.14 180.48 0.00 120.83 142.40 0.00 45.30

0 -6153 -7252 0 -3035 -3577 0 -3241 -3819 0 -10256 -12087 0 -7097 -8364 0 -10339 -12185 0 -7553 -8901 0 -2677

0 2 2 0 2 2 0 3 3 0 11 12 0 10 12 0 17 20 0 25 30 0 11

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

58.2000-56.4000

T10

56.4000-52.3200

T11

52.3200-48.2400

T12

48.2400-44.1600

T13

44.1600-40.0800

T14

40.0800-36.0000

T15

36.0000-34.0000

T16

34.0000-32.0000

T17

32.0000-30.0000

T18

30.0000-28.0000

T19

28.0000-24.0000

T20

24.0000-20.0000

T21

20.0000-16.0000

T22

16.0000-12.0000

T23

12.0000-8.0000

T24

8.0000-0.0000

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 0 45 90 0 45 90 0 45 90 0 45 90

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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 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 53.38 59.71 71.66 59.71 138.51 166.22 138.51 135.46 162.55 135.46 134.16 161.00 134.16 175.76 210.91 175.76 173.41 208.09 173.41 90.38 108.46 90.38 96.67 116.01 96.67 101.85 122.22 101.85 106.47 127.77 106.47 220.22 264.26 220.22 228.23 272.77 228.23 231.66 272.01 231.66 235.77 274.63 235.77 227.71 262.31 227.71 454.08 511.19 454.08

kg 53.38 0.00 50.67 59.71 0.00 117.53 138.51 0.00 114.94 135.46 0.00 113.84 134.16 0.00 149.13 175.76 0.00 147.15 173.41 0.00 76.69 90.38 0.00 82.03 96.67 0.00 86.42 101.85 0.00 90.35 106.47 0.00 186.86 220.22 0.00 192.88 228.23 0.00 192.34 231.66 0.00 194.19 235.77 0.00 185.48 227.71 0.00 361.46 454.08

kg

kg-m

kg-m -3155 0 -2903 -3422 0 -6389 -7530 0 -5779 -6811 0 -5259 -6198 0 -6282 -7403 0 -5597 -6597 0 -2684 -3163 0 -2707 -3190 0 -2679 -3157 0 -2620 -3088 0 -4858 -5726 0 -4243 -5021 0 -3462 -4170 0 -2719 -3301 0 -1855 -2277 0 -1446 -1816

0.00 -59.71 -50.67 0.00 -138.51 -117.53 0.00 -135.46 -114.94 0.00 -134.16 -113.84 0.00 -175.76 -149.13 0.00 -173.41 -147.15 0.00 -90.38 -76.69 0.00 -96.67 -82.03 0.00 -101.85 -86.42 0.00 -106.47 -90.35 0.00 -220.22 -186.86 0.00 -228.23 -192.88 0.00 -231.66 -192.34 0.00 -235.77 -194.19 0.00 -227.71 -185.48 0.00 -454.08 -361.46 0.00

12 -3407 -2888 15 -7492 -6351 38 -6773 -5742 38 -6159 -5220 39 -7361 -6240 41 -6552 -5553 44 -3140 -2660 24 -3163 -2679 28 -3126 -2648 31 -3053 -2585 35 -5644 -4777 82 -4924 -4146 97 -4058 -3350 112 -3165 -2583 136 -2125 -1703 152 -1463 -1093 353

Mast Totals - Service Wind Azimuth ° 0 45

Vx

Vz

OTMx

OTMz

Torque

kg

kg -3641.20 -3047.22

kg-m -130844 -110470

kg-m

kg-m

0.00 3047.22

33 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

0 -111835

0 878

14:21:13 10/10/13 Designed by

Ing. C. Londoño M. Torque kg-m 13 0 14 17 0 36 43 0 36 42 0 36 43 0 28 33 0 29 35 0 15 18 0 18 21 0 20 24 0 23 27 0 54 64 0 63 75 0 70 84 0 79 96 0 81 99 0 194 243

Project

kg 3641.20

kg

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

OTMx

OTMz

kg-m 0.00

1366

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000

Weight

kg-m -132209

kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

Offsetx

Offsetz

m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828

m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828

Designed by

Ing. C. Londoño M.

Torque kg-m 1059

Discrete Appurtenance Pressures - No Ice Description

14:21:13 10/10/13

Client

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

Vz

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Vx

34 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth ° 90

Page

Job

RISATower

z m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000

Kz 1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828

qz kPa 1.23 1.23 1.23 1.22 1.22 1.22 1.21 1.21 1.21 1.21 1.21 1.21 1.20 1.20 1.19 1.19 1.19 1.19 1.19 1.18 1.18 1.18 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.16 1.15 1.15 1.07 1.10 1.05 1.05 1.03 1.03 1.02 1.02 1.00 1.00 1.26 1.26 1.25 1.25 1.25 1.25 1.25 1.25

GH = 1.092

CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

35 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

Description

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° Sum Weight:

Weight kg 812.00

Offsetx

Offsetz

z

m

m

m

Kz

qz kPa

CAAC Front m2

Ing. C. Londoño M.

CAAC Side m2

Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.33 27.34

Vz

kg 6.83 4.83 0.00

OTMx

kg 0.00 19.33 27.34

OTMz

kg-m -6.83 -4.83 0.00

Torque

kg-m -540 -382 0

kg-m 9 -1518 -2151

-4 -3 0

2 ANT TV 0.20x0.80m - Elevation 79 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.34 19.33 0.00

Vz

kg 0.00 4.83 6.83

OTMx

kg 0.00 4.83 6.83

OTMz

kg-m -27.34 -19.33 0.00

Torque

kg-m -2169 -1536 -9

kg-m 0 -382 -540

0 -3 -4

2 ANT TV 0.20x0.80m - Elevation 79 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.33 27.34

Vz

kg 6.83 4.83 0.00

OTMx

kg 0.00 19.33 27.34

OTMz

kg-m -6.83 -4.83 0.00

Torque

kg-m -540 -382 0

kg-m -9 -1536 -2169

4 3 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.19 27.14

Vz

kg 6.78 4.80 0.00

OTMx

kg 0.00 19.19 27.14

OTMz

kg-m -6.78 -4.80 0.00

Torque

kg-m -522 -369 0

kg-m 17 -1461 -2073

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.14 19.19 0.00

Vz

kg 0.00 4.80 6.78

OTMx

kg 0.00 4.80 6.78

OTMz

kg-m -27.14 -19.19 0.00

Torque

kg-m -2106 -1494 -17

kg-m 0 -369 -522

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 77 - From Face C

Wind Azimuth °

Fa

Fs

Vx

Vz

OTMx

OTMz

Torque

kg

kg

kg

kg

kg-m

kg-m

kg-m

Page

Job

RISATower

36 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 77 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.19 27.14

Vz

kg 6.78 4.80 0.00

OTMx

kg 0.00 19.19 27.14

OTMz

kg-m -6.78 -4.80 0.00

Torque

kg-m -522 -369 0

kg-m -17 -1494 -2106

7 5 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.08 26.99

Vz

kg 6.75 4.77 0.00

OTMx

kg 0.00 19.08 26.99

OTMz

kg-m -6.75 -4.77 0.00

Torque

kg-m -509 -360 0

kg-m 17 -1424 -2021

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.99 19.08 0.00

Vz

kg 0.00 4.77 6.75

OTMx

kg 0.00 4.77 6.75

OTMz

kg-m -26.99 -19.08 0.00

Torque

kg-m -2054 -1458 -17

kg-m 0 -360 -509

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.08 26.99

Vz

kg 6.75 4.77 0.00

OTMx

kg 0.00 19.08 26.99

OTMz

kg-m -6.75 -4.77 0.00

Torque

kg-m -509 -360 0

kg-m -17 -1458 -2054

7 5 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.97 26.83

Vz

kg 6.71 4.74 0.00

OTMx

kg 0.00 18.97 26.83

OTMz

kg-m -6.71 -4.74 0.00

Torque

kg-m -496 -351 0

kg-m 17 -1387 -1969

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.83 18.97 0.00

Vz

kg 0.00 4.74 6.71

OTMx

kg 0.00 4.74 6.71

OTMz

kg-m -26.83 -18.97 0.00

Torque

kg-m -2002 -1421 -17

kg-m 0 -351 -496

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 74 - From Face C

Wind Azimuth °

Fa

Fs

kg 0

Vx

kg 0.00

Vz

kg 6.71

OTMx

kg 0.00

OTMz

kg-m -6.71

Torque

kg-m -496

kg-m -17

7

Page

Job

RISATower

37 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 74 - From Face C

Wind Azimuth ° 45 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 18.97 26.83

Vz

kg 4.74 0.00

OTMx

kg 18.97 26.83

OTMz

kg-m -4.74 0.00

Torque

kg-m -351 0

kg-m -1421 -2002

5 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 18.90 26.73

Vz

kg 6.68 4.72 0.00

OTMx

kg 0.00 18.90 26.73

OTMz

kg-m -6.68 -4.72 0.00

Torque

kg-m -488 -345 0

kg-m 17 -1363 -1934

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.73 18.90 0.00

Vz

kg 0.00 4.72 6.68

OTMx

kg 0.00 4.72 6.68

OTMz

kg-m -26.73 -18.90 0.00

Torque

kg-m -1968 -1396 -17

kg-m 0 -345 -488

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 71 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.75 26.52

Vz

kg 6.63 4.69 0.00

OTMx

kg 0.00 18.75 26.52

OTMz

kg-m -6.63 -4.69 0.00

Torque

kg-m -471 -333 0

kg-m 17 -1314 -1866

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 71 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.52 18.75 0.00

Vz

kg 0.00 4.69 6.63

OTMx

kg 0.00 4.69 6.63

OTMz

kg-m -26.52 -18.75 0.00

Torque

kg-m -1899 -1348 -17

kg-m 0 -333 -471

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 70 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.67 26.41

Vz

kg 6.60 4.67 0.00

OTMx

kg 0.00 18.67 26.41

OTMz

kg-m -6.60 -4.67 0.00

Torque

kg-m -462 -327 0

kg-m 17 -1290 -1832

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 70 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 26.41 18.67

Vz

kg 0.00 4.67

OTMx

kg 0.00 4.67

OTMz

kg-m -26.41 -18.67

Torque

kg-m -1865 -1324

kg-m 0 -327

0 -5

Page

Job

RISATower

38 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 70 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 6.60

OTMx

kg 6.60

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -462

-7

2 ANT TV 0.20x0.80m - Elevation 70 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 18.67 26.41

Vz

kg 6.60 4.67 0.00

OTMx

kg 0.00 18.67 26.41

OTMz

kg-m -6.60 -4.67 0.00

Torque

kg-m -462 -327 0

kg-m -17 -1324 -1865

7 5 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.52 26.19

Vz

kg 6.55 4.63 0.00

OTMx

kg 0.00 18.52 26.19

OTMz

kg-m -6.55 -4.63 0.00

Torque

kg-m -445 -315 0

kg-m 17 -1243 -1764

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.19 18.52 0.00

Vz

kg 0.00 4.63 6.55

OTMx

kg 0.00 4.63 6.55

OTMz

kg-m -26.19 -18.52 0.00

Torque

kg-m -1798 -1276 -17

kg-m 0 -315 -445

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 68 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.52 26.19

Vz

kg 6.55 4.63 0.00

OTMx

kg 0.00 18.52 26.19

OTMz

kg-m -6.55 -4.63 0.00

Torque

kg-m -445 -315 0

kg-m -17 -1276 -1798

7 5 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.40 26.03

Vz

kg 6.51 4.60 0.00

OTMx

kg 0.00 18.40 26.03

OTMz

kg-m -6.51 -4.60 0.00

Torque

kg-m -433 -306 0

kg-m 17 -1207 -1714

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 26.03 18.40

Vz

kg 0.00 4.60

OTMx

kg 0.00 4.60

OTMz

kg-m -26.03 -18.40

Torque

kg-m -1747 -1241

kg-m 0 -306

0 -5

Page

Job

RISATower

39 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 6.51

OTMx

kg 6.51

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -433

-7

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 18.40 26.03

Vz

kg 6.51 4.60 0.00

OTMx

kg 0.00 18.40 26.03

OTMz

kg-m -6.51 -4.60 0.00

Torque

kg-m -433 -306 0

kg-m -17 -1241 -1747

7 5 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.28 25.86

Vz

kg 6.46 4.57 0.00

OTMx

kg 0.00 18.28 25.86

OTMz

kg-m -6.46 -4.57 0.00

Torque

kg-m -420 -297 0

kg-m 17 -1172 -1664

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.86 18.28 0.00

Vz

kg 0.00 4.57 6.46

OTMx

kg 0.00 4.57 6.46

OTMz

kg-m -25.86 -18.28 0.00

Torque

kg-m -1697 -1205 -17

kg-m 0 -297 -420

0 -5 -7

2 ANT TV 0.20x0.80m - Elevation 65 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.28 25.86

Vz

kg 6.46 4.57 0.00

OTMx

kg 0.00 18.28 25.86

OTMz

kg-m -6.46 -4.57 0.00

Torque

kg-m -420 -297 0

kg-m -17 -1205 -1697

7 5 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.20 25.74

Vz

kg 6.44 4.55 0.00

OTMx

kg 0.00 18.20 25.74

OTMz

kg-m -6.44 -4.55 0.00

Torque

kg-m -412 -291 0

kg-m 17 -1148 -1631

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 25.74 18.20

Vz

kg 0.00 4.55

OTMx

kg 0.00 4.55

OTMz

kg-m -25.74 -18.20

Torque

kg-m -1664 -1182

kg-m 0 -291

0 -5

Page

Job

RISATower

40 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 64 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 6.44

OTMx

kg 6.44

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -412

-7

2 ANT TV 0.20x0.80m - Elevation 62 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 18.04 25.51

Vz

kg 6.38 4.51 0.00

OTMx

kg 0.00 18.04 25.51

OTMz

kg-m -6.38 -4.51 0.00

Torque

kg-m -395 -280 0

kg-m 17 -1102 -1565

-7 -5 0

2 ANT TV 0.20x0.80m - Elevation 62 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.51 18.04 0.00

Vz

kg 0.00 4.51 6.38

OTMx

kg 0.00 4.51 6.38

OTMz

kg-m -25.51 -18.04 0.00

Torque

kg-m -1598 -1135 -17

kg-m 0 -280 -395

0 -5 -7

2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 25.15 35.57 25.15

Vz

kg 8.38 0.00 8.38

OTMx

kg 11.86 25.15 23.71

OTMz

kg-m -23.71 -25.15 -11.86

Torque

kg-m -1101 -1170 -531

kg-m -531 -1170 -1101

-15 0 15

2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 26.01 36.78 26.01

Vz

kg 8.67 0.00 8.67

OTMx

kg 12.26 26.01 24.52

OTMz

kg-m -24.52 -26.01 -12.26

Torque

kg-m -1287 -1367 -624

kg-m -624 -1367 -1287

-15 0 15

2 ANT TV 0.25x0.90m - Elevation 45 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.75 27.93

Vz

kg 6.98 4.94 0.00

OTMx

kg 0.00 19.75 27.93

OTMz

kg-m -6.98 -4.94 0.00

Torque

kg-m -314 -222 0

kg-m 28 -861 -1229

-10 -7 0

2 ANT TV 0.25x0.90m - Elevation 45 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 27.93 19.75

Vz

kg 0.00 4.94

OTMx

kg 0.00 4.94

OTMz

kg-m -27.93 -19.75

Torque

kg-m -1239 -871

kg-m 0 -222

0 4

Page

Job

RISATower

41 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.25x0.90m - Elevation 45 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 6.98

OTMx

kg 6.98

OTMz

kg-m 0.00

Torque

kg-m 18

kg-m -314

6

2 ANT TV 0.25x0.90m - Elevation 42 - From Face A

Fs

kg

0 45 90

Vx

kg 0.00 19.37 27.39

Vz

kg 6.85 4.84 0.00

OTMx

kg 0.00 19.37 27.39

OTMz

kg-m -6.85 -4.84 0.00

Torque

kg-m -288 -203 0

kg-m 28 -785 -1122

-10 -7 0

2 ANT TV 0.25x0.90m - Elevation 42 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.39 19.37 0.00

Vz

kg 0.00 4.84 6.85

OTMx

kg 0.00 4.84 6.85

OTMz

kg-m -27.39 -19.37 0.00

Torque

kg-m -1132 -795 18

kg-m 0 -203 -288

0 4 6

2 ANT TV 0.25x0.90m - Elevation 41 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 19.23 27.20

Vz

kg 6.80 4.81 0.00

OTMx

kg 0.00 19.23 27.20

OTMz

kg-m -6.80 -4.81 0.00

Torque

kg-m -279 -197 0

kg-m 28 -761 -1087

-10 -7 0

2 ANT TV 0.25x0.90m - Elevation 41 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 27.20 19.23 0.00

Vz

kg 0.00 4.81 6.80

OTMx

kg 0.00 4.81 6.80

OTMz

kg-m -27.20 -19.23 0.00

Torque

kg-m -1097 -771 18

kg-m 0 -197 -279

0 4 6

2 ANT TV 0.25x0.90m - Elevation 39 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 18.96 26.81

Vz

kg 6.70 4.74 0.00

OTMx

kg 0.00 18.96 26.81

OTMz

kg-m -6.70 -4.74 0.00

Torque

kg-m -261 -185 0

kg-m 28 -711 -1018

-9 -7 0

2 ANT TV 0.25x0.90m - Elevation 39 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 26.81 18.96

Vz

kg 0.00 4.74

OTMx

kg 0.00 4.74

OTMz

kg-m -26.81 -18.96

Torque

kg-m -1028 -721

kg-m 0 -185

0 4

Page

Job

RISATower

42 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.25x0.90m - Elevation 39 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 6.70

OTMx

kg 6.70

OTMz

kg-m 0.00

Torque

kg-m 18

kg-m -261

6

AT15-250 - Elevation 86 - From Leg C

Fs

kg

0 45 90

Vx

kg 47.04 0.00 47.04

Vz

kg 25.75 36.41 25.75

OTMx

kg -15.06 25.75 51.47

OTMz

kg-m -51.47 -25.75 15.06

Torque

kg-m -4420 -2208 1301

kg-m 1289 -2220 -4432

21 30 21

AT15-250 - Elevation 86 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 47.04 66.52 47.04

Vz

kg 25.75 0.00 25.75

OTMx

kg 15.06 47.04 51.47

OTMz

kg-m -51.47 -47.04 -15.06

Torque

kg-m -4420 -4039 -1289

kg-m -1289 -4039 -4420

-21 0 21

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.88 0.00 46.88

Vz

kg 25.66 36.29 25.66

OTMx

kg -15.00 25.66 51.30

OTMz

kg-m -51.30 -25.66 15.00

Torque

kg-m -4354 -2175 1281

kg-m 1270 -2187 -4366

21 30 21

AT15-250 - Elevation 85 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.88 66.30 46.88

Vz

kg 25.66 0.00 25.66

OTMx

kg 15.00 46.88 51.30

OTMz

kg-m -51.30 -46.88 -15.00

Torque

kg-m -4354 -3979 -1270

kg-m -1270 -3979 -4354

-21 0 21

AT15-250 - Elevation 84 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.72 0.00 46.72

Vz

kg 25.57 36.17 25.57

OTMx

kg -14.95 25.57 51.12

OTMz

kg-m -51.12 -25.57 14.95

Torque

kg-m -4288 -2142 1262

kg-m 1250 -2154 -4300

21 30 21

AT15-250 - Elevation 84 - From Leg D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 46.72 66.08

Vz

kg 25.57 0.00

OTMx

kg 14.95 46.72

OTMz

kg-m -51.12 -46.72

Torque

kg-m -4288 -3919

kg-m -1250 -3919

-21 0

Page

Job

RISATower

43 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 84 - From Leg D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 46.72

Vz

kg 25.57

OTMx

kg

OTMz

kg-m

51.12

-14.95

Torque

kg-m -1250

kg-m -4288

21

AT15-250 - Elevation 83 - From Leg C

Fs

kg

0 45 90

Vx

kg 46.56 0.00 46.56

Vz

kg 25.49 36.04 25.49

OTMx

kg

OTMz

kg-m

-14.90 25.49 50.95

-50.95 -25.49 14.90

Torque

kg-m -4223 -2110 1243

kg-m 1231 -2121 -4235

21 30 21

AT15-250 - Elevation 83 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.56 65.85 46.56

Vz

kg 25.49 0.00 25.49

OTMx

kg

OTMz

kg-m

14.90 46.56 50.95

-50.95 -46.56 -14.90

Torque

kg-m -4223 -3859 -1231

kg-m -1231 -3859 -4223

-21 0 21

Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -1044.36 -755.52 -24.12

kg-m

kg-m

kg-m

24.12 868.37 1203.94

-74590 -53613 -1231

-977 -61481 -85821

-96 34 144

Discrete Appurtenance Pressures - Service Description

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m

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

Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00

Offsetx

Offsetz

m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000

m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500

z m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000

Kz 1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748

qz kPa 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30

GH = 1.092

CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000

CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

44 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:

Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 812.00

Offsetx

Offsetz

z

m -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828

m 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828

m 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000

Kz

qz

1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828

kPa 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.27 0.28 0.26 0.26 0.26 0.26 0.25 0.25 0.25 0.25 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31

CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

Designed by

Ing. C. Londoño M.

CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

Discrete Appurtenance Vectors - Service 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.83 6.83

Vz

kg 1.71 1.21 0.00

OTMx

kg 0.00 4.83 6.83

OTMz

kg-m -1.71 -1.21 0.00

Torque

kg-m -135 -95 0

kg-m 9 -373 -531

-1 -1 0

2 ANT TV 0.20x0.80m - Elevation 79 - From Face B

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 6.83 4.83 0.00

Vz

kg 0.00 1.21 1.71

OTMx

kg 0.00 1.21 1.71

OTMz

kg-m -6.83 -4.83 0.00

Torque

kg-m -549 -391 -9

kg-m 0 -95 -135

0 -1 -1

Page

Job

RISATower

45 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 79 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.83 6.83

Vz

kg 1.71 1.21 0.00

OTMx

kg 0.00 4.83 6.83

OTMz

kg-m -1.71 -1.21 0.00

Torque

kg-m -135 -95 0

kg-m -9 -391 -549

1 1 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.80 6.78

Vz

kg 1.70 1.20 0.00

OTMx

kg 0.00 4.80 6.78

OTMz

kg-m -1.70 -1.20 0.00

Torque

kg-m -131 -92 0

kg-m 17 -353 -506

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 77 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.78 4.80 0.00

Vz

kg 0.00 1.20 1.70

OTMx

kg 0.00 1.20 1.70

OTMz

kg-m -6.78 -4.80 0.00

Torque

kg-m -539 -386 -17

kg-m 0 -92 -131

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 77 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.80 6.78

Vz

kg 1.70 1.20 0.00

OTMx

kg 0.00 4.80 6.78

OTMz

kg-m -1.70 -1.20 0.00

Torque

kg-m -131 -92 0

kg-m -17 -386 -539

2 1 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.77 6.75

Vz

kg 1.69 1.19 0.00

OTMx

kg 0.00 4.77 6.75

OTMz

kg-m -1.69 -1.19 0.00

Torque

kg-m -127 -90 0

kg-m 17 -343 -493

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 6.75 4.77 0.00

Vz

kg 0.00 1.19 1.69

OTMx

kg 0.00 1.19 1.69

OTMz

kg-m -6.75 -4.77 0.00

2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C

Torque

kg-m -526 -377 -17

kg-m 0 -90 -127

0 -1 -2

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 NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Fa

46 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 0.00 4.77 6.75

Vz

kg 1.69 1.19 0.00

OTMx

kg 0.00 4.77 6.75

OTMz

kg-m -1.69 -1.19 0.00

Designed by

Ing. C. Londoño M. Torque

kg-m -127 -90 0

14:21:13 10/10/13

kg-m -17 -377 -526

2 1 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.74 6.71

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.74 6.71

OTMz

kg-m -1.68 -1.19 0.00

Torque

kg-m -124 -88 0

kg-m 17 -334 -480

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 74 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.71 4.74 0.00

Vz

kg 0.00 1.19 1.68

OTMx

kg 0.00 1.19 1.68

OTMz

kg-m -6.71 -4.74 0.00

Torque

kg-m -513 -368 -17

kg-m 0 -88 -124

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 74 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.74 6.71

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.74 6.71

OTMz

kg-m -1.68 -1.19 0.00

Torque

kg-m -124 -88 0

kg-m -17 -368 -513

2 1 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.72 6.68

Vz

kg 1.67 1.18 0.00

OTMx

kg 0.00 4.72 6.68

OTMz

kg-m -1.67 -1.18 0.00

Torque

kg-m -122 -86 0

kg-m 17 -328 -471

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 73 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.68 4.72 0.00

Vz

kg 0.00 1.18 1.67

OTMx

kg 0.00 1.18 1.67

OTMz

kg-m -6.68 -4.72 0.00

Torque

kg-m -505 -362 -17

kg-m 0 -86 -122

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 71 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 4.69

Vz

kg 1.66 1.17

OTMx

kg 0.00 4.69

OTMz

kg-m -1.66 -1.17

Torque

kg-m -118 -83

kg-m 17 -316

-2 -1

Page

Job

RISATower

47 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 71 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.63

Vz

kg 0.00

OTMx

kg 6.63

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -454

0

2 ANT TV 0.20x0.80m - Elevation 71 - From Face B

Fs

kg

0 45 90

Vx

kg 6.63 4.69 0.00

Vz

kg 0.00 1.17 1.66

OTMx

kg 0.00 1.17 1.66

OTMz

kg-m -6.63 -4.69 0.00

Torque

kg-m -487 -350 -17

kg-m 0 -83 -118

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 70 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.67 6.60

Vz

kg 1.65 1.17 0.00

OTMx

kg 0.00 4.67 6.60

OTMz

kg-m -1.65 -1.17 0.00

Torque

kg-m -116 -82 0

kg-m 17 -310 -445

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 70 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.60 4.67 0.00

Vz

kg 0.00 1.17 1.65

OTMx

kg 0.00 1.17 1.65

OTMz

kg-m -6.60 -4.67 0.00

Torque

kg-m -479 -344 -17

kg-m 0 -82 -116

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 70 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.67 6.60

Vz

kg 1.65 1.17 0.00

OTMx

kg 0.00 4.67 6.60

OTMz

kg-m -1.65 -1.17 0.00

Torque

kg-m -116 -82 0

kg-m -17 -344 -479

2 1 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.63 6.55

Vz

kg 1.64 1.16 0.00

OTMx

kg 0.00 4.63 6.55

OTMz

kg-m -1.64 -1.16 0.00

Torque

kg-m -111 -79 0

kg-m 17 -298 -428

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 68 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.55 4.63

Vz

kg 0.00 1.16

OTMx

kg 0.00 1.16

OTMz

kg-m -6.55 -4.63

Torque

kg-m -462 -332

kg-m 0 -79

0 -1

Page

Job

RISATower

48 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 68 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 1.64

OTMx

kg 1.64

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -111

-2

2 ANT TV 0.20x0.80m - Elevation 68 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 4.63 6.55

Vz

kg 1.64 1.16 0.00

OTMx

kg 0.00 4.63 6.55

OTMz

kg-m -1.64 -1.16 0.00

Torque

kg-m -111 -79 0

kg-m -17 -332 -462

2 1 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.60 6.51

Vz

kg 1.63 1.15 0.00

OTMx

kg 0.00 4.60 6.51

OTMz

kg-m -1.63 -1.15 0.00

Torque

kg-m -108 -76 0

kg-m 17 -289 -416

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.51 4.60 0.00

Vz

kg 0.00 1.15 1.63

OTMx

kg 0.00 1.15 1.63

OTMz

kg-m -6.51 -4.60 0.00

Torque

kg-m -449 -323 -17

kg-m 0 -76 -108

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.60 6.51

Vz

kg 1.63 1.15 0.00

OTMx

kg 0.00 4.60 6.51

OTMz

kg-m -1.63 -1.15 0.00

Torque

kg-m -108 -76 0

kg-m -17 -323 -449

2 1 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.57 6.46

Vz

kg 1.62 1.14 0.00

OTMx

kg 0.00 4.57 6.46

OTMz

kg-m -1.62 -1.14 0.00

Torque

kg-m -105 -74 0

kg-m 17 -280 -403

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 65 - From Face B

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.46 4.57

Vz

kg 0.00 1.14

OTMx

kg 0.00 1.14

OTMz

kg-m -6.46 -4.57

Torque

kg-m -437 -314

kg-m 0 -74

0 -1

Page

Job

RISATower

49 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.20x0.80m - Elevation 65 - From Face B

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 1.62

OTMx

kg 1.62

OTMz

kg-m 0.00

Torque

kg-m -17

kg-m -105

-2

2 ANT TV 0.20x0.80m - Elevation 65 - From Face C

Fs

kg

0 45 90

Vx

kg 0.00 4.57 6.46

Vz

kg 1.62 1.14 0.00

OTMx

kg 0.00 4.57 6.46

OTMz

kg-m -1.62 -1.14 0.00

Torque

kg-m -105 -74 0

kg-m -17 -314 -437

2 1 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.55 6.44

Vz

kg 1.61 1.14 0.00

OTMx

kg 0.00 4.55 6.44

OTMz

kg-m -1.61 -1.14 0.00

Torque

kg-m -103 -73 0

kg-m 17 -274 -395

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 64 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.44 4.55 0.00

Vz

kg 0.00 1.14 1.61

OTMx

kg 0.00 1.14 1.61

OTMz

kg-m -6.44 -4.55 0.00

Torque

kg-m -429 -308 -17

kg-m 0 -73 -103

0 -1 -2

2 ANT TV 0.20x0.80m - Elevation 62 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.51 6.38

Vz

kg 1.59 1.13 0.00

OTMx

kg 0.00 4.51 6.38

OTMz

kg-m -1.59 -1.13 0.00

Torque

kg-m -99 -70 0

kg-m 17 -263 -379

-2 -1 0

2 ANT TV 0.20x0.80m - Elevation 62 - From Face B

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.38 4.51 0.00

Vz

kg 0.00 1.13 1.59

OTMx

kg 0.00 1.13 1.59

OTMz

kg-m -6.38 -4.51 0.00

Torque

kg-m -412 -296 -17

kg-m 0 -70 -99

0 -1 -2

2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 6.29 8.89

Vz

kg 2.10 0.00

OTMx

kg 2.96 6.29

OTMz

kg-m -5.93 -6.29

Torque

kg-m -247 -264

kg-m -105 -264

-4 0

Page

Job

RISATower

50 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.29

Vz

kg 2.10

OTMx

kg 5.93

OTMz

kg-m -2.96

Torque

kg-m -105

kg-m -247

4

2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D

Fs

kg

0 45 90

Vx

kg 6.50 9.20 6.50

Vz

kg 2.17 0.00 2.17

OTMx

kg 3.07 6.50 6.13

OTMz

kg-m -6.13 -6.50 -3.07

Torque

kg-m -293 -314 -128

kg-m -128 -314 -293

-4 0 4

2 ANT TV 0.25x0.90m - Elevation 45 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.94 6.98

Vz

kg 1.75 1.23 0.00

OTMx

kg 0.00 4.94 6.98

OTMz

kg-m -1.75 -1.23 0.00

Torque

kg-m -79 -56 0

kg-m 28 -194 -286

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 45 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.98 4.94 0.00

Vz

kg 0.00 1.23 1.75

OTMx

kg 0.00 1.23 1.75

OTMz

kg-m -6.98 -4.94 0.00

Torque

kg-m -296 -204 18

kg-m 0 -56 -79

0 1 2

2 ANT TV 0.25x0.90m - Elevation 42 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.84 6.85

Vz

kg 1.71 1.21 0.00

OTMx

kg 0.00 4.84 6.85

OTMz

kg-m -1.71 -1.21 0.00

Torque

kg-m -72 -51 0

kg-m 28 -175 -260

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 42 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.85 4.84 0.00

Vz

kg 0.00 1.21 1.71

OTMx

kg 0.00 1.21 1.71

OTMz

kg-m -6.85 -4.84 0.00

Torque

kg-m -270 -185 18

kg-m 0 -51 -72

0 1 2

2 ANT TV 0.25x0.90m - Elevation 41 - From Face A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 0.00 4.81

Vz

kg 1.70 1.20

OTMx

kg 0.00 4.81

OTMz

kg-m -1.70 -1.20

Torque

kg-m -70 -49

kg-m 28 -169

-2 -2

Page

Job

RISATower

51 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.25x0.90m - Elevation 41 - From Face A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 6.80

Vz

kg 0.00

OTMx

kg 6.80

OTMz

kg-m 0.00

Torque

kg-m 0

kg-m -251

0

2 ANT TV 0.25x0.90m - Elevation 41 - From Face D

Fs

kg

0 45 90

Vx

kg 6.80 4.81 0.00

Vz

kg 0.00 1.20 1.70

OTMx

kg 0.00 1.20 1.70

OTMz

kg-m -6.80 -4.81 0.00

Torque

kg-m -261 -179 18

kg-m 0 -49 -70

0 1 2

2 ANT TV 0.25x0.90m - Elevation 39 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 4.74 6.70

Vz

kg 1.68 1.19 0.00

OTMx

kg 0.00 4.74 6.70

OTMz

kg-m -1.68 -1.19 0.00

Torque

kg-m -65 -46 0

kg-m 28 -157 -233

-2 -2 0

2 ANT TV 0.25x0.90m - Elevation 39 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.70 4.74 0.00

Vz

kg 0.00 1.19 1.68

OTMx

kg 0.00 1.19 1.68

OTMz

kg-m -6.70 -4.74 0.00

Torque

kg-m -243 -167 18

kg-m 0 -46 -65

0 1 2

AT15-250 - Elevation 86 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.76 0.00 11.76

Vz

kg 6.44 9.10 6.44

OTMx

kg -3.76 6.44 12.87

OTMz

kg-m -12.87 -6.44 3.76

Torque

kg-m -1101 -548 330

kg-m 318 -559 -1112

5 8 5

AT15-250 - Elevation 86 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.76 16.63 11.76

Vz

kg 6.44 0.00 6.44

OTMx

kg 3.76 11.76 12.87

OTMz

kg-m -12.87 -11.76 -3.76

Torque

kg-m -1101 -1005 -318

kg-m -318 -1005 -1101

-5 0 5

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 11.72 0.00

Vz

kg 6.42 9.07

OTMx

kg -3.75 6.42

OTMz

kg-m -12.82 -6.42

Torque

kg-m -1084 -539

kg-m 313 -551

5 7

Page

Job

RISATower

52 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 11.72

Vz

kg 6.42

OTMx

kg 12.82

OTMz

kg-m 3.75

Torque

kg-m 325

kg-m -1096

5

AT15-250 - Elevation 85 - From Leg D

Fs

kg

0 45 90

Vx

kg 11.72 16.58 11.72

Vz

kg 6.42 0.00 6.42

OTMx

kg 3.75 11.72 12.82

OTMz

kg-m -12.82 -11.72 -3.75

Torque

kg-m -1084 -990 -313

kg-m -313 -990 -1084

-5 0 5

AT15-250 - Elevation 84 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.68 0.00 11.68

Vz

kg 6.39 9.04 6.39

OTMx

kg -3.74 6.39 12.78

OTMz

kg-m -12.78 -6.39 3.74

Torque

kg-m -1068 -531 320

kg-m 308 -543 -1079

5 7 5

AT15-250 - Elevation 84 - From Leg D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.68 16.52 11.68

Vz

kg 6.39 0.00 6.39

OTMx

kg 3.74 11.68 12.78

OTMz

kg-m -12.78 -11.68 -3.74

Torque

kg-m -1068 -975 -308

kg-m -308 -975 -1068

-5 0 5

AT15-250 - Elevation 83 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.64 0.00 11.64

Vz

kg 6.37 9.01 6.37

OTMx

kg -3.73 6.37 12.74

OTMz

kg-m -12.74 -6.37 3.73

Torque

kg-m -1051 -523 315

kg-m 303 -535 -1063

5 7 5

AT15-250 - Elevation 83 - From Leg D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 11.64 16.46 11.64

Vz

kg 6.37 0.00 6.37

OTMx

kg 3.73 11.64 12.74

OTMz

kg-m -12.74 -11.64 -3.73

Torque

kg-m -1051 -960 -303

kg-m -303 -960 -1051

Discrete Appurtenance Totals - Service

-5 0 5

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vx

Vz

OTMx

OTMz

Torque

kg

kg -261.09 -188.88 -6.03

kg-m

kg-m

kg-m

6.03 217.09 300.99

14:21:13 10/10/13

Client

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

0 45 90

53 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

-18647 -13403 -308

-53 -15179 -21264

Designed by

Ing. C. Londoño M.

-24 8 36

Dish Pressures - No Ice Elevation m

Dish Description

Aiming Azimuth ° 315.0000 45.0000 Sum Weight:

16.0000 8 FT DISH 16.0000 8 FT DISH

Weight kg

Offsetx m

113.85 113.85 227.70

Offsetz m

-2.7663 2.7663

Kz

-2.7663 -2.7663

AA m2

1.142 1.142

qz kPa

4.6730 4.6730

0.78 0.78

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

CA

CS

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

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

0.000000 0.000000 0.000000

8 FT DISH - Elevation 16 - From Leg A FA FS FM Vx kg 673.54 673.54 673.54

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 476.26 673.54

8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx kg 673.54 673.54 673.54

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

kg -673.54 -476.26 0.00

0.00 476.26 673.54

kg -673.54 -476.26 0.00

OTMx

OTMz

kg-m -11092 -7935 -315

kg-m

OTMx

OTMz

kg-m -11092 -7935 -315

kg-m

315 -7305 -10462

-315 -7935 -11092

Dish Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -1347.07 -952.52 0.00

kg-m

kg-m

kg-m

0.00 952.52 1347.07

-22183 -15870 -630

0 -15240 -21553

0 -2635 -3726

Dish Pressures - Service Elevation m

Dish Description

Aiming Azimuth °

Weight kg

Offsetx m

Offsetz m

Kz

AA m2

qz kPa

Torque kg-m -1863 -2635 -1863

Torque kg-m 1863 0 -1863

54 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

14:21:13 10/10/13

Client

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

Elevation m

Page

Job

RISATower

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Dish Description

Aiming Azimuth ° 315.0000 45.0000 Sum Weight:

16.0000 8 FT DISH 16.0000 8 FT DISH

Weight kg

Offsetx m

113.85 113.85 227.70

Offsetz m

-2.7663 2.7663

Kz

-2.7663 -2.7663

AA m2

1.142 1.142

Ing. C. Londoño M.

qz kPa

4.6730 4.6730

0.19 0.19

Dish Vectors - Service Wind Azimuth ° 0 45 90

CA

CS

0.004260 0.004260 0.004260

Wind Azimuth ° 0 45 90

CA

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

CS

0.004260 0.004260 0.004260

8 FT DISH - Elevation 16 - From Leg A FA FS FM Vx

CM

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 119.07 168.38

8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx

CM

0.000000 0.000000 0.000000

kg 168.38 168.38 168.38

Vz

0.000000 0.000000 0.000000

kg 168.38 168.38 168.38

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

kg -168.38 -119.07 0.00

0.00 119.07 168.38

kg -168.38 -119.07 0.00

OTMx

OTMz

kg-m -3009 -2220 -315

kg-m

OTMx

OTMz

kg-m -3009 -2220 -315

kg-m

Torque

315 -1590 -2379

kg-m -466 -659 -466

Torque

-315 -2220 -3009

kg-m 466 0 -466

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

kg

kg -336.77 -238.13 0.00

kg-m

0.00 238.13 336.77

OTMz

Torque

kg-m -6018 -4440 -630

kg-m 0 -3810 -5388

0 -659 -932

User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80

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

User Load Totals - No Ice

kg-m 0 0 0

0 0 0

Project

OTMx

kg 0.00 0.00 0.00

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vz

kg

14:21:13 10/10/13

Client

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

0 45 90

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Vx

55 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

OTMz

kg-m

Torque

kg-m

0.00 0.00 0.00

Ing. C. Londoño M.

kg-m

0 0 0

0 0 0

0 0 0

User Load Vectors - Service CxMANTENIMIENTO - Elevation 80

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

0.00 0.00 0.00

Torque

kg-m 0 0 0

kg-m 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 (Does not include forces on guys) Load Case

Leg Weight Bracing Weight Total Member Self-Weight Guy 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

Vertical Forces kg 7612.24 8217.34 15829.58 449.74 18503.48

Sum of Forces X kg

Sum of Forces Z kg

Sum of Torques

kg-m

24.12 14009.76 17115.80

-16956.21 -13896.92 -24.12

-96 911 652

6.03 3502.44 4278.95

-4239.05 -3474.23 -6.03

-24 228 163

18503.48

Load Combinations

0 0 0

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

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

Maximum Member Forces Section No.

Elevation m

Component Type

Condition

T1

86 - 81.8

Leg

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

Diagonal

Horizontal

Top Girt

T2

81.8 - 80

56 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Comb. No. 1 2 3 4 5 6 7

Page

Job

RISATower

Leg

Diagonal

Horizontal

Top Girt

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

Force kg 1874.55 -2031.52 294.76 -142.16 84.55 85.61 526.33 -737.19 36.85 431.11 1.67 -0.07 504.37 -356.76 -0.04 303.73 -1.63 -0.00 47.03 -29.99 4.30 -9.31 -1.63 0.00 2354.33 -2340.61 36.99 98.95 -60.32 -60.37 91.21 -358.50 -94.75 -7.29 2.69 0.58 158.53 -22.32 105.85 105.61 2.29 0.32 372.66 -216.26 330.27

Major Axis Moment kg-m -7 30 -36 -36 12 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -5 -6 -36 -36 11 4 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0

Minor Axis Moment kg-m -8 30 -35 -37 7 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -4 -7 -35 -37 3 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

T3

80 - 78.37

Component Type

Leg

Diagonal

Top Girt

T4

78.37 - 73.36

Leg

Diagonal

Top Girt

Mid Girt

T5

73.36 - 70.02

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

57 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My 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 4 3 3 3 3 3 3 4 3 3 4 3 3 3 4 2 1 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 3 4 4 4 3 3 3 3 3 3 4 4 1 3

Force kg -158.50 1.61 -0.22 2334.42 -2329.72 -371.09 -2302.45 40.57 -40.12 731.23 -808.44 490.75 -803.96 -3.50 -11.35 570.98 -425.32 54.59 -249.25 2.99 0.00 6516.37 -6088.89 -4484.27 3879.45 39.55 -39.57 1664.61 -1772.46 -529.51 -1087.05 -6.97 -11.06 705.65 -577.53 72.15 -413.18 2.99 0.00 1358.68 -1176.66 95.13 -857.10 2.99 0.00 11043.45 -10193.67 -1271.82 6674.38 -35.98 36.14 2227.93 -2342.02 -739.88 -1946.01 -9.51 -10.30 1620.35 -1426.00 99.53 -1041.14

Major Axis Moment kg-m 0 0 0 -3 -6 -13 -13 -13 -2 0 0 2 -1 2 -1 0 0 -1 0 0 0 8 -9 -14 -3 -13 -2 2 0 5 -2 5 -2 0 0 -1 0 0 0 0 0 -1 0 0 0 10 -10 -17 -6 -14 -3 2 0 8 -5 8 0 0 0 -1 0

Minor Axis Moment kg-m 0 0 0 -3 -6 8 -13 8 12 0 0 0 -11 10 -11 0 0 0 0 0 0 10 -9 2 14 2 13 8 0 8 -11 8 -11 0 0 0 0 0 0 0 0 0 0 0 0 11 -9 16 17 2 14 7 0 7 -10 7 0 0 0 0 0

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Mid Girt

T6

70.02 - 65.01

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

58 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Top Girt

Mid Girt

Guy A

Guy B

Guy C

Guy D

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 Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan

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

Force kg 2.99 0.00 1900.52 -1691.49 104.43 -1236.71 2.99 0.00 13285.49 -15739.61 -2075.85 7979.69 -46.33 46.01 2843.45 -2873.37 -1774.35 -2741.38 -14.09 -9.14 2365.94 -2240.80 90.18 -1655.47 2.99 0.00 2950.47 -1871.99 325.25 -1237.85 2.99 0.00 4578.19 4629.98 3882.02 2523.11 24.51 -3778.79 2583.91 62.90 1151.29 1203.83 1013.50 649.62 0.00 -950.50 649.62 0.00 4473.43 4525.25 3795.14 2464.59 25.46 -3691.91 2525.39 61.96 6584.74 6636.58 5550.09 3638.77 0.61

Major Axis Moment kg-m 0 0 0 0 -1 0 0 0 9 -11 -21 -7 -19 -6 1 0 13 -9 13 0 0 0 -1 0 0 0 0 0 -1 0 0 0

Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 10 -10 20 22 5 18 6 0 6 -9 6 0 0 0 0 0 0 0 0 0 0 0 0 0

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

T7

65.01 - 60

Component Type

Leg

Diagonal

Top Girt

Mid Girt

T8

60 - 58.2

Leg

Diagonal

Top Girt

T9

58.2 - 56.4

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

59 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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

Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My

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

Force kg -5435.56 3716.65 0.61 9531.81 -23397.37 8913.36 -241.85 90.12 -49.35 1335.71 -2428.39 -800.22 -2423.83 -15.83 -14.53 2316.77 -1399.75 275.51 -917.13 2.99 0.00 1923.68 -1178.06 230.34 -796.11 2.99 0.00 9178.59 -22376.58 9178.59 1805.87 -84.34 -40.54 1219.10 -3259.31 -3254.26 -3254.26 -13.68 83.31 854.21 -447.24 -447.24 836.45 2.97 -0.29 9041.61 -20116.61 -20116.61 -440.43 -44.84 45.96 735.00 -1834.32 -1825.34 -1825.34 -7.32 41.75 1509.84 -860.53 -860.53 1379.59

Major Axis Moment kg-m

Minor Axis Moment kg-m

-12 -55 -91 -2 -91 -2 0 0 14 -13 14 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -91 23 -91 89 -91 89 0 0 12 12 12 0 0 0 -1 0 0 0 -1 33 33 -25 -1 -25 0 0 6 6 6 0 0 0 -1 0

-1 -2 -3 -22 -3 -22 0 0 9 -14 9 0 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -3 -21 -3 -21 0 0 -79 -79 -79 0 0 0 0 0 0 0 -2 -2 -2 -24 -2 -24 0 0 -45 -45 -45 0 0 0 0 0

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

T10

56.4 - 52.32

Component Type

Leg

Diagonal

Top Girt

Mid Girt

T11

52.32 - 48.24

Leg

Diagonal

Top Girt

Mid Girt

T12

48.24 - 44.16

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

60 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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. 4 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 3

Force kg 3.92 -0.38 11080.70 -21249.89 -19611.34 -1314.13 58.57 -55.91 1281.38 -1797.31 -242.85 -1447.35 -5.66 -6.89 2275.67 -1109.14 378.77 1940.53 4.89 -0.00 1354.79 -707.36 215.58 1151.53 4.89 -0.00 15553.59 -25653.80 -23312.83 -1710.70 42.08 49.32 1654.31 -2195.73 -482.38 -1972.80 -5.51 -6.38 1597.42 -880.35 242.15 1359.15 4.89 -0.00 1745.52 -1000.12 255.25 1488.99 4.89 -0.00 17841.93 -30301.03 -30301.03 -3031.22 47.88 55.06 2120.48 -2369.65 -1074.64 -2355.87 -5.87

Major Axis Moment kg-m 0 0 -24 19 33 -2 -24 6 0 0 4 1 4 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -17 19 19 0 -17 0 0 0 4 1 4 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -16 23 23 0 19 0 0 0 5 0 5

Minor Axis Moment kg-m 0 0 -3 -2 -2 -24 -3 -22 0 0 -6 9 -6 9 0 0 0 0 0 0 0 0 0 0 0 0 -2 -2 -2 -26 -2 -26 0 0 -4 9 -4 9 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -2 -33 -2 -33 0 0 -5 8 -5

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

Mid Girt

Guy A

Guy B

Guy C

Guy D

T13

44.16 - 40.08

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

61 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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 Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My 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 4 4 1 3 1 3 4 1 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 4 4 1 3

Force kg -6.02 1909.55 -1306.41 211.31 1608.36 4.89 -0.00 2252.83 0.00 789.08 2129.89 4.89 -0.00 3073.47 3108.79 2257.15 2137.59 23.54 -2178.74 2167.52 34.45 1158.20 1193.71 869.53 817.84 0.00 -820.10 817.84 0.00 3026.28 3061.60 2223.35 2104.65 23.70 -2144.94 2134.59 34.30 4296.62 4331.97 3135.04 2989.57 0.17 -3051.78 3024.50 0.17 18144.13 -33654.77 -1742.77 -2468.26 -62.56 63.04 1325.13 -2481.50 -1078.15 -2278.80 -6.10 -4.73 2189.86 -1253.48 331.60 1906.28

Major Axis Moment kg-m 0 0 0 -2 0 0 0 0 0 -2 0 0 0

Minor Axis Moment kg-m 8 0 0 0 0 0 0 0 0 0 0 0 0

17 -24 39 -38 -35 -12 0 0 5 0 5 0 0 0 -2 0

20 -23 -36 41 12 36 0 0 -3 6 -3 0 0 0 0 0

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Mid Girt

T14

40.08 - 36

Leg

Diagonal

Top Girt

Mid Girt

T15

36 - 34

Leg

Diagonal

Top Girt

T16

34 - 32

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

62 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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. 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 4 1 4 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 2 4 3 3 3 3 3

Force kg 4.89 -0.00 2273.17 -1179.14 388.82 2009.75 4.89 -0.00 20750.22 -37817.38 -1513.66 -1890.87 -68.20 59.72 1904.47 -3134.35 -1341.80 -2629.05 -6.66 -3.62 2366.06 -1269.95 393.81 536.09 4.89 -0.00 2640.67 -1447.11 431.89 2399.81 4.89 0.00 21164.80 -38038.32 -2108.62 -2108.62 71.38 -68.92 1718.78 -3331.86 -3322.07 -715.15 -9.12 2.01 1056.68 -625.23 1056.68 -521.57 4.87 -0.39 20173.37 -36011.31 -3247.06 -3247.06 54.09 58.87 1082.90 -2329.86 -2314.49 -78.18 -8.71

Major Axis Moment kg-m 0 0 0 0 -2 0 0 0 14 -39 -51 -51 -51 -51 0 0 6 0 6 0 0 0 -2 0 0 0 0 0 -2 0 0 0 20 -19 -59 -59 -59 -59 0 0 8 -6 8 0 0 0 -2 0 0 0 18 -24 -59 -59 45 -24 0 0 7 5 7

Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 19 -39 51 51 51 51 0 0 -2 5 -2 0 0 0 0 0 0 0 0 0 0 0 0 0 20 -17 61 61 61 61 0 0 1 -2 1 0 0 0 0 0 0 0 22 -22 61 61 -21 48 0 0 1 -3 1

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

T17

32 - 30

Leg

Diagonal

Top Girt

T18

30 - 28

Leg

Diagonal

Top Girt

T19

28 - 24

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

63 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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. 3 4 4 4 3 4 3 3 3 3 3 2 4 3 3 3 3 3 3 4 4 4 3 4 3 3 3 2 4 2 4 4 3 3 3 3 3 4 4 4 3 4 3 3 3 4 4 4 4 4 3 3 4 3 4 4 4 4 3 4 3

Force kg 2.20 2164.29 -1140.26 2164.29 -940.87 7.23 -0.59 19470.03 -34353.67 -4115.70 -4115.70 60.76 65.98 690.25 -1728.44 -1708.51 52.53 -8.25 1.92 1773.00 -871.14 1773.00 -712.21 8.34 -0.64 19162.66 -33360.98 8790.99 9177.36 -79.08 -85.39 515.95 -1421.45 -1397.49 -345.29 -8.09 1.89 1354.60 -617.92 1354.60 -501.08 -9.39 -0.74 18161.20 -30258.33 -19141.16 8407.60 120.89 -130.88 1195.49 -2497.80 727.12 -2149.63 8.61 17.03 1964.29 -960.31 1964.29 -776.21 16.72 -1.32

Major Axis Moment kg-m 0 0 0 -4 0 0 0 21 -14 -43 -43 38 -12 0 0 6 4 6 0 0 0 -5 0 0 0 12 -53 70 -11 70 -11 0 0 6 -1 6 0 0 0 -6 0 0 0 49 -75 -95 -11 -95 -11 0 0 7 3 7 0 0 0 -13 0 0 0

Minor Axis Moment kg-m 0 0 0 0 0 0 0 25 -13 46 46 -10 41 0 0 1 -2 1 0 0 0 0 0 0 0 13 -46 -6 75 -6 75 0 0 1 -2 1 0 0 0 0 1 0 0 57 -63 17 102 17 102 0 0 -3 -39 -3 0 0 0 0 1 0 0

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Section No.

Elevation m

Component Type

Condition

T20

24 - 20

Leg

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

Diagonal

Top Girt

T21

20 - 16

Leg

Diagonal

Top Girt

T22

16 - 12

Leg

Diagonal

Top Girt

T23

12 - 8

64 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Leg

Diagonal

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

Force kg 18950.91 -30571.84 -19702.45 8390.04 -121.38 131.22 1060.73 -1802.78 768.57 -1788.01 9.81 11.78 2312.40 -1138.92 2312.40 -914.73 20.17 1.60 20041.97 -31456.80 -20809.55 8471.61 -126.00 -136.11 1127.46 -1629.25 845.15 -1516.77 11.05 10.71 2078.65 -975.85 497.23 -776.99 23.62 -1.87 21708.53 -33242.20 -22086.23 9210.41 143.79 155.60 1447.96 -1794.15 1348.64 -1189.43 12.32 -10.55 1855.24 -917.52 466.97 -724.38 31.78 -2.51 23830.15 -35398.94 9865.33 10067.59 -199.50 -213.96 1342.13

Major Axis Moment kg-m 69 -65 -95 -10 -95 -10 0 0 7 4 7 0 0 0 -19 0 0 0 62 -85 -107 -9 106 -9 0 0 8 6 8 0 0 0 -26 0 0 0 78 -15 -107 -9 106 -9 0 0 10 7 10 0 0 0 -39 0 0 0 15 -262 347 -16 347 -16 0

Minor Axis Moment kg-m 82 -56 17 102 17 102 0 0 -2 -29 -2 0 0 0 0 1 0 0 71 -70 17 116 0 116 0 0 -2 -29 -2 0 0 0 0 2 0 0 93 -15 17 116 0 116 0 0 2 30 2 0 0 0 0 3 0 0 15 -223 9 372 9 372 0

14:21:13 10/10/13 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

8-0

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

Top Girt

T24

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

Leg

Diagonal

Top Girt

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

Force kg -1658.07 1260.03 -1009.50 13.64 -10.63 1653.29 -827.63 436.47 -630.56 35.83 -2.84 25779.27 -38860.01 11129.19 11307.39 281.93 302.73 2690.38 -2268.63 2624.85 -531.03 21.34 15.05 1066.23 -1129.36 398.71 -1024.95 42.01 -3.33

Major Axis Moment kg-m 0 11 9 11 0 0 0 -50 0 0 0 254 0 347 -16 347 -16 0 0 26 18 26 0 0 0 -65 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

Leg C

Leg B

Leg A

65 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m 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 2 4

Vertical kg

Horizontal, X kg

Horizontal, Z kg

6401.78 6401.78 -29197.56 -29197.56 -29197.56 6401.78 28491.58 -12903.92 -12903.92 -12903.92 28491.58 28491.58 41406.99 6378.53 41406.99 6378.53 41406.99 6378.53 28169.69 28169.69 28169.69 -13126.74

709.67 709.67 -4038.85 -4038.85 -4038.85 709.67 -3747.68 2020.11 2020.11 2020.11 -3747.68 -3747.68 -4461.04 -710.92 -4461.04 -710.92 -4461.04 -710.92 2565.65 2565.65 2565.65 -2041.94

-707.69 -707.69 3995.49 3995.49 3995.49 -707.69 -2570.07 2057.79 2057.79 2057.79 -2570.07 -2570.07 4529.07 712.91 4529.07 712.91 4529.07 712.91 3718.63 3718.63 3718.63 -2072.37

Minor Axis Moment kg-m 0 3 33 3 0 0 0 0 4 0 0 294 0 9 372 9 372 0 0 2 -66 2 0 0 0 0 5 0 0

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

Project

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

Guy D @ 46 m Elev 0 m Azimuth 225 deg

Guy C @ 46 m Elev 0 m Azimuth 135 deg

Guy B @ 46 m Elev 0 m Azimuth 45 deg

Guy A @ 46 m Elev 0 m Azimuth -45 deg

Condition

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Location

66 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vertical kg

Horizontal, X kg

Horizontal, Z kg

Min. H x Min. H z Max. Vert

Gov. Load Comb. 4 4 1

-13126.74 -13126.74 -1758.12

-2041.94 -2041.94 -1030.90

-2072.37 -2072.37 1030.90

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

1 3 3 3 1 4

-1758.12 -8487.35 -8487.35 -8487.35 -1758.12 -633.03

-1030.90 -4767.26 -4767.26 -4767.26 -1030.90 283.41

1030.90 4766.16 4766.16 4766.16 1030.90 388.07

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

2 2 2 4 4 3

-5836.84 -5836.84 -5836.84 -633.03 -633.03 -199.16

3227.04 3227.04 3227.04 283.41 283.41 71.07

3363.16 3363.16 3363.16 388.07 388.07 -71.09

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

1 3 1 3 1 2

-1770.60 -199.16 -1770.60 -199.16 -1770.60 -645.04

1037.65 71.07 1037.65 71.07 1037.65 -394.83

-1037.66 -71.09 -1037.66 -71.09 -1037.66 -290.20

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

2 2 4 4 4

-645.04 -645.04 -5957.53 -5957.53 -5957.53

-394.83 -394.83 -3428.61 -3428.61 -3428.61

-290.20 -290.20 -3290.93 -3290.93 -3290.93

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy

Vertical

5.48 19.24

-8.07 -11571.15

Overturning Moment, Mx kg-m 265 -308774

32308.22

9553.66

-9552.82

-263835

-265699

901

30695.97

11592.60

-21.50

-348

-312485

643

25704.64

8.53

-2717.13

-64979

-224

-25

25728.11

2220.19

-2222.68

-53844

-54509

227

25712.50

2714.72

-11.11

134

-65783

163

kg 25560.92 30525.01

Shearx

Shearz

kg

kg

Overturning Moment, Mz kg-m -90 -722

Torque kg-m 0 -100

Page

Job

RISATower

67 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

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

PX kg 0.00 24.12 14492.40 17783.71 6.03 3623.10 4445.93

Sum of Applied Forces PY kg -18503.48 -18503.48 -18503.48 -18503.48 -18503.48 -18503.48 -18503.48

PZ kg -0.00 -17624.12 -14379.55 -24.12 -4406.03 -3594.89 -6.03

PX kg -0.00 -24.12 -14491.41 -17885.95 -6.03 -3622.87 -4445.57

Sum of Reactions PY kg 18503.48 17555.60 18503.43 17511.98 18503.48 18503.48 18503.48

PZ kg 0.01 17721.94 14378.57 24.12 4405.70 3594.66 6.03

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

Converged? Yes No Yes No Yes Yes Yes

Number of Cycles 12 200 26 200 18 19 18

Displacement Tolerance 0.00000001 0.00679584 0.00009059 0.00673489 0.00000001 0.00000001 0.00000001

Force Tolerance 0.00007139 0.00000000 0.00013816 0.00000000 0.00012910 0.00011953 0.00013743

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 T21 T22 T23 T24

Elevation m 86 - 81.8 81.8 - 80 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0

Horz. Deflection mm 199.42 173.94 163.34 153.84 125.84 108.95 88.07 71.16 65.92 60.89 49.90 39.90 31.26 24.06 18.22 16.03 14.07 12.30 10.70 7.94 5.65 3.79 2.26 1.16

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

Tilt

Twist

° 0.3478 0.3411 0.3344 0.3300 0.3010 0.2688 0.2086 0.1771 0.1662 0.1590 0.1458 0.1294 0.1102 0.0906 0.0693 0.0609 0.0541 0.0484 0.0434 0.0353 0.0282 0.0217 0.0154 0.0092

° 0.0427 0.0371 0.0358 0.0351 0.0324 0.0305 0.0270 0.0226 0.0212 0.0204 0.0186 0.0162 0.0133 0.0100 0.0062 0.0049 0.0040 0.0033 0.0026 0.0014 0.0006 0.0003 0.0001 0.0001

% Error 0.000% 3.729% 0.005% 3.884% 0.002% 0.002% 0.002%

Project

Client

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

m

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation

68 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Horz. Deflection mm

Gov. Load Comb.

Tilt

Twist

°

°

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Service Wind Elevation

Appurtenance

m 86.0000 85.0000 84.0000 83.0000 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000

AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 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

Deflection

Tilt

Twist

mm 199.42 193.29 187.19 181.13 163.34 157.50 145.97 137.52 129.28 123.93 113.68 108.86 101.43 99.93 93.79 88.03 84.38 77.49 54.34 39.35 35.40 32.92 27.28 25.57 22.36 3.79

° 0.3478 0.3471 0.3460 0.3444 0.3344 0.3317 0.3247 0.3164 0.3060 0.2980 0.2795 0.2685 0.2480 0.2435 0.2247 0.2085 0.2003 0.1880 0.1514 0.1283 0.1199 0.1141 0.1001 0.0952 0.0849 0.0217

° 0.0427 0.0412 0.0397 0.0384 0.0358 0.0353 0.0344 0.0336 0.0328 0.0322 0.0311 0.0305 0.0294 0.0292 0.0281 0.0270 0.0262 0.0244 0.0194 0.0161 0.0148 0.0140 0.0117 0.0108 0.0090 0.0003

Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14

Elevation m 86 - 81.8 81.8 - 80 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36

Horz. Deflection mm 1079.79 954.82 902.50 855.54 715.78 629.22 515.64 418.04 386.83 356.70 290.68 230.29 177.48 133.17

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

Tilt

Twist

° 1.7072 1.6794 1.6532 1.6359 1.5267 1.4084 1.1786 1.0392 0.9881 0.9515 0.8789 0.7861 0.6744 0.5516

° 0.1873 0.1548 0.1425 0.1395 0.1290 0.1211 0.1074 0.0899 0.0843 0.0812 0.0740 0.0647 0.0532 0.0399

Radius of Curvature m 31369 31369 23903 15974 29320 22920 13014 10445 8625 7154 4665 4206 4656 4838 5814 6958 7172 7018 22011 11887 11421 11195 12726 13653 11740 55220

Project

Client

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

T15 T16 T17 T18 T19 T20 T21 T22 T23 T24

m 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation

69 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Horz. Deflection mm 97.87 84.96 73.64 63.57 54.66 39.59 27.43 17.86 10.31 5.08

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

Tilt

Twist

° 0.4125 0.3573 0.3131 0.2766 0.2448 0.1944 0.1520 0.1144 0.0798 0.0466

° 0.0248 0.0197 0.0160 0.0130 0.0105 0.0055 0.0025 0.0011 0.0005 0.0006

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 86.0000 85.0000 84.0000 83.0000 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000

AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 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

Deflection

Tilt

Twist

mm 1079.79 1049.81 1019.92 990.18 902.50 873.64 816.50 774.39 733.11 706.11 653.79 628.73 589.27 581.19 547.56 515.43 494.72 455.10 317.37 226.96 202.85 187.66 152.99 142.45 122.79 17.86

° 1.7072 1.7038 1.6992 1.6924 1.6532 1.6425 1.6155 1.5842 1.5453 1.5159 1.4480 1.4076 1.3308 1.3137 1.2416 1.1782 1.1443 1.0905 0.9099 0.7799 0.7317 0.6982 0.6120 0.5814 0.5146 0.1144

° 0.1873 0.1797 0.1721 0.1644 0.1425 0.1401 0.1375 0.1343 0.1306 0.1281 0.1234 0.1211 0.1170 0.1161 0.1119 0.1073 0.1040 0.0970 0.0772 0.0640 0.0591 0.0557 0.0465 0.0432 0.0357 0.0011

Radius of Curvature m 7871 7871 5997 4008 7244 5839 3413 2759 2292 1926 1295 1171 1269 1309 1517 1725 1711 1561 3848 2166 2010 1922 2021 2096 1753 8686

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

70 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

14:21:13 10/10/13 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

T10

T11

86

81.8

80

78.37

73.36

70.02

65.01

60

58.2

56.4

52.32

Leg

A394T0

Bolt Size mm

Number Of Bolts

16

6

Maximum Load per Bolt kg 24.93

Allowable Load kg 5536.87

Diagonal

A394T0

16

1

737.20

3699.61

Top Girt

A394T0

16

1

47.03

2774.71

Leg

A394T0

16

6

780.20

5536.87

Diagonal

A394T0

16

1

358.50

3699.61

Top Girt

A394T0

16

1

372.66

2774.71

Leg

A394T0

16

6

778.15

5536.87

Diagonal

A394T0

16

1

731.23

2774.71

Top Girt

A394T0

16

1

570.98

2774.71

Leg

A394T0

16

6

1149.40

5536.87

Diagonal

A394T0

16

1

1664.61

2774.71

Top Girt

A394T0

16

1

705.64

2774.71

Mid Girt

A394T0

16

1

1358.68

2774.71

Leg

A394T0

16

8

2191.93

5536.87

Diagonal

A394T0

16

1

2227.93

2774.71

Top Girt

A394T0

16

1

1620.35

2774.71

Mid Girt

A394T0

16

1

1900.52

2774.71

Leg

A394T0

16

8

3321.37

5536.87

Diagonal

A394T0

16

1

2843.45

2774.71

Top Girt

A394T0

16

2

1182.97

3699.61

Mid Girt

A394T0

16

1

2950.47

2774.71

Leg

A394T0

16

8

4839.47

9979.03

Diagonal

A394T0

16

1

2428.39

3699.61

Top Girt

A394T0

16

2

1158.39

3699.61

Mid Girt

A394T0

16

1

1923.68

2774.71

Leg

A394T0

16

6

7458.88

9979.03

Diagonal

A394T0

16

1

3259.31

3699.61

Top Girt

A394T0

16

1

854.21

2774.71

Leg

A394T0

16

6

6705.55

9979.03

Diagonal

A394T0

16

2

917.16

3699.61

Top Girt

A394T0

16

1

1509.84

2774.71

Leg

A394T0

19

6

6549.69

9979.03

Diagonal

A394T0

16

2

898.66

3699.61

Top Girt

A394T0

16

1

2275.67

2774.71

Mid Girt

A394T0

16

1

1354.79

2774.71

Leg

A394T0

19

6

7783.60

9979.03

Diagonal

A394T0

16

1

1654.31

2774.71

Ratio Load Allowable 0.005 0.199 0.017 0.141 0.097 0.134 0.141 0.264 0.206 0.208 0.600 0.254 0.490 0.396 0.803 0.584 0.685 0.600 1.025 0.320 1.063 0.485 0.656 0.313 0.693 0.747 0.881 0.308 0.672 0.248 0.544 0.656 0.243 0.820 0.488 0.780 0.596

Allowable Ratio

Criteria

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

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

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

Member Bearing

1.333

Bolt SS

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

T13

T14

T15

T16

T17

T18

T19

T20

T21

T22

T23

T24

48.24

44.16

40.08

36

34

32

30

28

24

20

16

12

8

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

Top Girt

A394T0

16

1

Maximum Load per Bolt kg 1597.42

Mid Girt

A394T0

16

1

1745.52

2774.71

Leg

A394T0

19

6

9417.99

9979.03

m

T12

71 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Bolt Size mm

Number Of Bolts

Allowable Load kg 2774.71

Diagonal

A394T0

16

1

2120.48

2774.71

Top Girt

A394T0

16

1

1909.55

2774.71

Mid Girt

A394T0

16

1

2252.84

2774.71

Leg

A394T0

19

6

10601.64

9976.81

Diagonal

A394T0

16

1

2481.50

3699.61

Top Girt

A394T0

16

1

2189.86

2774.71

Leg

A394T0

19

6

11943.54

9976.81

Diagonal

A394T0

16

1

3134.35

3699.61

Top Girt

A394T0

16

1

2366.07

2774.71

Leg

A394T0

19

6

12679.45

9976.81

Diagonal

A394T0

19

2

1665.93

4451.19

Top Girt

A394T0

16

2

528.34

3699.61

Leg

A394T0

19

6

12003.78

9976.81

Diagonal

A394T0

19

2

1164.93

4451.19

Top Girt

A394T0

16

2

1082.14

3699.61

Leg

A394T0

19

6

11451.21

9976.81

Diagonal

A394T0

19

1

1728.44

4451.19

Top Girt

A394T0

16

1

1773.00

2774.71

Leg

A394T0

19

6

11120.32

9976.81

Diagonal

A394T0

19

1

1421.45

4451.19

Top Girt

A394T0

16

1

1354.60

2774.71

Leg

A394T0

19

6

10086.13

9976.81

Diagonal

A394T0

19

1

2497.80

4451.19

Top Girt

A394T0

16

1

1964.29

3699.61

Leg

A394T0

19

6

10190.59

9976.81

Diagonal

A394T0

19

1

1802.79

4451.19

Top Girt

A394T0

16

1

2312.40

3699.61

Leg

A394T0

19

6

10485.61

9976.81

Diagonal

A394T0

19

1

1629.25

4451.19

Top Girt

A394T0

16

1

2078.65

3699.61

Leg

A394T0

19

6

11080.72

9976.81

Diagonal

A394T0

19

1

1447.96

3083.01

Top Girt

A394T0

16

1

1855.23

3699.61

Leg

A394T0

19

6

11799.66

9976.81

Diagonal

A394T0

19

1

1342.13

3083.01

Top Girt

A394T0

16

1

1653.29

3699.61

Leg

A394T0

19

6

12953.33

9979.03

Ratio Load Allowable 0.576 0.629 0.944 0.764 0.688 0.812 1.063 0.671 0.789 1.197 0.847 0.853 1.271 0.374 0.143 1.203 0.262 0.293 1.148 0.388 0.639 1.115 0.319 0.488 1.011 0.561 0.531 1.021 0.405 0.625 1.051 0.366 0.562 1.111 0.470 0.501 1.183 0.435 0.447 1.298

14:21:13 10/10/13 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

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

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Client

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

Elevation

72 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Bolt Grade

Diagonal

A394T0

19

1

Maximum Load per Bolt kg 2690.37

Top Girt

A394T0

16

1

1066.23

m

Bolt Size mm

Number Of Bolts

Allowable Load kg

4624.51

4110.68

Ratio Load Allowable 0.654 0.231

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Member Bearing

1.333

Member Bearing

Guy Design Data Section No. T6

T12

Elevation

Breaking Load kg 12201.66

Actual T kg 4630.00

Allowable Ta kg 7626.02

Required S.F.

13 EHS

Initial Tension kg 1220.16

13 EHS

1220.16

12201.66

1203.83

7626.02

1.600

68.3500 (C) (582) 68.3500 (D) (581) 46.2000 (A) (580) 46.2000 (B) (579)

13 EHS

1220.16

12201.66

4525.25

7626.02

1.600

13 EHS

1220.16

12201.66

6636.56

7626.02

1.600

13 EHS

1220.16

12201.66

3108.79

7626.02

1.600

13 EHS

1220.16

12201.66

1193.71

7626.02

1.600

46.2000 (C) (578) 46.2000 (D) (577)

13 EHS

1220.16

12201.66

3061.60

7626.02

1.600

13 EHS

1220.16

12201.66

4331.97

7626.02

1.600

m 68.3500 (A) (584) 68.3500 (B) (583)

Size

1.600

Actual S.F. 2.635 10.136 2.696 1.839 3.925 10.222 3.985 2.817

Compression Checks

Leg Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 86 - 81.8

L64x64x6

m 4.2000

m 0.6000

T2

81.8 - 80

L64x64x6

1.8344

0.9172

T3

80 - 78.37

L64x64x6

1.6300

T4

78.37 - 73.36

L64x64x6

T5

73.36 - 70.02

L76x76x6

Kl/r

Fa

A mm2 768

Actual P kg -2031.52

Allow. Pa kg 13301.37

Ratio P Pa 0.153

kPa 169904

73.5 K=1.00

139772

768

-2340.61

10942.42

0.214

1.6300

130.7 K=1.00

60273

768

-2329.72

4718.68

0.494

5.0100

1.6700

67.0 K=0.50

148206

768

-6088.89

11602.67

0.525

3.3400

1.6700

55.5

161791

929

-10193.67

15327.21

0.665

48.1 K=1.00

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

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

Elevation

73 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=0.50 T6

70.02 - 65.01

L76x76x6

5.0100

1.6700

55.5 K=0.50

161791

929

-15739.61

15327.21

1.027

T7

65.01 - 60

2L76x76x6

5.0100

1.6700

56.0 K=0.50

161212

1858

-23397.39

30544.87

0.766

T8

60 - 58.2

2L76x76x6

1.8169

1.8169

61.0 K=0.50

155484

1858

-22376.58

29459.52

0.760

T9

58.2 - 56.4

2L76x76x6

1.8169

1.8169

61.0 K=0.50

155484

1858

-20116.60

29459.52

0.683

T10

56.4 - 52.32

2L76x76x6

4.0800

2.0400

68.5 K=0.50

146321

1858

-21249.90

27723.26

0.766

T11

52.32 - 48.24

2L76x76x6

4.0800

2.0400

68.5 K=0.50

146321

1858

-25653.78

27723.26

0.925

T12

48.24 - 44.16

2L76x76x6

4.0800

2.0400

68.5 K=0.50

146321

1858

-30301.02

27723.26

1.093

T13

44.16 - 40.08

L102x102x10

4.0800

2.0400

51.0 K=0.50

166854

1845

-33654.75

31394.18

1.072

T14

40.08 - 36

L102x102x10

4.0800

2.0400

51.0 K=0.50

166854

1845

-37817.37

31394.18

1.205

T15

36 - 34

L127x127x10

2.0125

2.0125

40.0 K=0.50

177903

2329

-38038.31

42251.14

0.900

T16

34 - 32

L127x127x10

2.0132

2.0132

40.0 K=0.50

177890

2329

-36011.30

42247.88

0.852

T17

32 - 30

L127x127x10

2.0117

2.0117

80.0 K=1.00

130993

2329

-34353.69

31110.14

1.104

T18

30 - 28

L127x127x10

2.0125

2.0125

80.0 K=1.00

130951

2329

-33360.96

31100.07

1.073

T19

28 - 24

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-30258.34

31100.57

0.973

T20

24 - 20

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-30571.86

31100.57

0.983

T21

20 - 16

L127x127x10

4.0250

4.0250

80.0 K=0.50

130951

2329

-31456.82

31100.07

1.011

T22

16 - 12

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-33242.21

31100.57

1.069

T23

12 - 8

L127x127x10

4.0250

4.0250

80.0 K=0.50

130953

2329

-35398.95

31100.57

1.138

T24

8-0

L127x127x13

8.0500

8.0500

80.6 K=0.25

130254

3065

-38860.00

40703.30

0.955

RISATower I. P. DOLMEN S.A.

74 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Diagonal Design Data (Compression) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

kPa 109037

2

mm 461

Actual P kg -737.20

Allow. Pa kg 5128.91

Ratio P Pa 0.144

T1

m 86 - 81.8

L51x51x5

m 0.8485

m 0.7587

T2

81.8 - 80

L51x51x5

1.1624

1.0763

107.6 K=1.00

82731

461

-358.50

3891.52

0.092

T3

80 - 78.37

L51x51x5

1.9664

0.9265

92.6 K=1.00

95810

461

-808.44

4506.74

0.179

T4

78.37 - 73.36

L51x51x5

1.9997

0.9421

94.1 K=1.00

94498

461

-1772.46

4445.04

0.399

T5

73.36 - 70.02

L51x51x5

1.9997

0.9306

93.0 K=1.00

95465

461

-2342.02

4490.52

0.522

T6

70.02 - 65.01

L51x51x5

1.9997

0.9306

93.0 K=1.00

95465

461

-2873.37

4490.52

0.640

T7

65.01 - 60

L51x51x5

1.9997

0.9306

93.0 K=1.00

95465

461

-2428.39

4490.52

0.541

T8

60 - 58.2

L51x51x5

2.2127

1.1927

119.2 K=1.00

71702

461

-3259.31

3372.74

0.966

T9

58.2 - 56.4

L51x51x5

2.4313

1.2899

128.9 K=1.00

61976

461

-1834.32

2915.25

0.629

T10

56.4 - 52.32

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-1797.31

2858.17

0.629

T11

52.32 - 48.24

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-2195.73

2858.17

0.768

T12

48.24 - 44.16

L51x51x5

2.7206

1.3027

130.2 K=1.00

60763

461

-2369.64

2858.17

0.829

T13

44.16 - 40.08

L51x51x5

2.7206

1.2835

128.3 K=1.00

62593

461

-2481.50

2944.30

0.843

T14

40.08 - 36

L51x51x5

2.7206

1.2835

128.3 K=1.00

62593

461

-3134.35

2944.30

1.065

T15

36 - 34

L64x64x5

2.8037

1.4247

113.3 K=1.00

77365

582

-3331.85

4590.90

0.726

T16

34 - 32

L64x64x5

3.0373

1.5428

122.7 K=1.00

68195

582

-2329.86

4046.74

0.576

T17

32 - 30

L64x64x5

3.2811

1.6574

131.8 K=1.00

59250

582

-1728.44

3515.92

0.492

T18

30 - 28

L64x64x5

3.5333

1.7859

142.0 K=1.00

51030

582

-1421.45

3028.16

0.469

T19

28 - 24

L64x64x5

5.2486

2.7717

140.3 K=1.00

52335

582

-2497.80

3105.62

0.804

T20

24 - 20

L64x64x5

5.6774

2.9729

150.4 K=1.00

45492

582

-1802.79

2699.56

0.668

T21

20 - 16

L64x64x5

6.1419

3.1966

161.8 K=1.00

39347

582

-1629.25

2334.89

0.698

T22

16 - 12

L64x64x5

6.6344

3.4363

173.9 K=1.00

34049

582

-1794.15

2020.51

0.888

T23

12 - 8

L64x64x5

7.1488

3.6890

186.7 K=1.00

29545

582

-1658.07

1753.22

0.946

T24

8-0

L64x64x6

10.5617

5.6708

145.2 K=0.50

48861

768

-2268.63

3825.19

0.593

75.8 K=1.00

RISATower I. P. DOLMEN S.A.

75 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Horizontal Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 86 - 81.8

L51x51x5

m 0.6000

m 0.5365

T2

81.8 - 80

L51x51x5

0.8500

0.7865

Kl/r

53.6 K=1.00 78.6 K=1.00

Fa

A

kPa 124295

mm 461

Actual P kg -356.76

106947

461

-22.32

5030.66

0.004

Allow. Pa kg 5846.63

Ratio P Pa 0.005

2

Allow. Pa kg 5846.63

Ratio P Pa 0.061

Top Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 86 - 81.8

L51x51x5

m 0.6000

m 0.5365

T2

81.8 - 80

L51x51x5

0.6000

0.5365

T3

80 - 78.37

L51x51x5

1.1000

T4

78.37 - 73.36

L51x51x5

T5

73.36 - 70.02

T6

Kl/r

Fa

A

kPa 124295

mm2 461

Actual P kg -29.99

53.6 K=1.00

124295

461

-216.26

5846.63

0.037

1.0365

103.6 K=1.00

86327

461

-425.32

4060.68

0.105

1.1000

1.0365

103.6 K=1.00

86327

461

-577.53

4060.68

0.142

L51x51x5

1.1000

1.0365

103.6 K=1.00

86327

461

-1426.00

4060.68

0.351

70.02 - 65.01

L51x51x5

1.1000

1.0238

102.3 K=1.00

87455

461

-2240.80

4113.74

0.545

T7

65.01 - 60

L51x51x5

1.1000

1.0238

102.3 K=1.00

87455

461

-1399.75

4113.74

0.340

T8

60 - 58.2

L51x51x5

1.1000

1.0238

102.3 K=1.00

87455

461

-447.24

4113.74

0.109

T9

58.2 - 56.4

L51x51x5

1.4500

1.3738

137.3 K=1.00

54637

461

-860.53

2570.02

0.335

T10

56.4 - 52.32

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-1109.14

1632.33

0.679

T11

52.32 - 48.24

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-880.35

1632.33

0.539

T12

48.24 - 44.16

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-1306.41

1632.33

0.800

T13

44.16 - 40.08

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-1253.48

1632.33

0.768

T14

40.08 - 36

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-1269.95

1681.52

0.755

T15

36 - 34

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-625.23

1681.52

0.372

T16

34 - 32

L64x64x5

2.1170

1.9900

158.3 K=1.00

41100

582

-1140.26

2438.91

0.468

T17

32 - 30

L64x64x5

2.4430

2.3160

184.2 K=1.00

30344

582

-871.14

1800.63

0.484

T18

30 - 28

L64x64x5

2.7500

2.6230

208.6

23657

582

-617.92

1403.80

0.440

53.6 K=1.00

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

76 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=1.00 T19

28 - 24

KL/R > 200 (C) - 472 L76x76x6

T20

24 - 20

L76x76x6

3.7000

3.5730

237.6 K=1.00

18235

929

-1138.92

1727.53

0.659

T21

20 - 16

KL/R > 200 (C) - 504 L76x76x6

4.3330

4.2060

178.1 K=1.00

32476

929

-975.85

3076.62

0.317

T22

16 - 12

L89x89x6

4.9670

4.8400

174.8 K=1.00

33690

1090

-917.52

3745.70

0.245

T23

12 - 8

L89x89x6

5.6000

5.4730

197.7 K=1.00

26347

1090

-827.63

2929.36

0.283

T24

8-0

L76x76x8

6.2330

6.1060

260.7 K=1.00

15146

1148

-1129.35

1773.59

0.637

Allow. Pa kg 4060.68

Ratio P Pa 0.290

3.0670

2.9400

195.5 K=1.00

26933

929

-960.31

2551.50

0.376

KL/R > 200 (C) - 568

Mid Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T4

m 78.37 - 73.36

L51x51x5

m 1.1000

m 1.0365

T5

73.36 - 70.02

L51x51x5

1.1000

1.0238

T6

70.02 - 65.01

L51x51x5

1.1000

T7

65.01 - 60

L51x51x5

T10

56.4 - 52.32

T11

Kl/r

Fa

A

kPa 86327

mm2 461

Actual P kg -1176.66

102.3 K=1.00

87455

461

-1691.49

4113.74

0.411

1.0238

102.3 K=1.00

87455

461

-1871.99

4113.74

0.455

1.1000

1.0238

102.3 K=1.00

87455

461

-1178.06

4113.74

0.286

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-707.36

1632.33

0.433

52.32 - 48.24

L51x51x5

1.8000

1.7238

172.2 K=1.00

34702

461

-1000.12

1632.33

0.613

T13

44.16 - 40.08

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-1179.14

1681.52

0.701

T14

40.08 - 36

L51x51x5

1.8000

1.6984

169.7 K=1.00

35748

461

-1447.11

1681.52

0.861

Fa

A

kPa

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

103.6 K=1.00

Tension Checks Leg Design Data (Tension) Section No.

Elevation m

Size

L

Lu

m

m

Kl/r

Page

Job

RISATower

Project

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

Elevation

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Section No.

77 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

Kl/r

Fa

A

T1

m 86 - 81.8

L64x64x6

m 4.2000

m 0.6000

30.7

kPa 224080

T2

81.8 - 80

L64x64x6

1.8344

0.9172

47.0

T3

80 - 78.37

L64x64x6

1.6300

1.6300

T4

78.37 - 73.36

L64x64x6

5.0100

T5

73.36 - 70.02

L76x76x6

T6

70.02 - 65.01

T7

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

mm2 525

Actual P kg 1874.55

Allow. Pa kg 12007.27

Ratio P Pa 0.156

224080

525

2354.33

12007.27

0.196

83.5

224080

525

2334.46

12007.27

0.194

1.6700

85.5

224080

525

6516.36

12007.27

0.543

3.3400

1.6700

70.7

224080

687

11043.43

15692.71

0.704

L76x76x6

5.0100

1.6700

70.7

224080

687

13285.50

15692.71

0.847

65.01 - 60

2L76x76x6

5.0100

1.6700

112.1

206843

1858

9531.79

39190.39

0.243

T8

60 - 58.2

2L76x76x6

1.8169

1.8169

121.9

206843

1858

9178.58

39190.39

0.234

T9

58.2 - 56.4

2L76x76x6

1.8169

1.8169

121.9

206843

1858

9041.60

39190.39

0.231

T10

56.4 - 52.32

2L76x76x6

4.0800

2.0400

136.9

206843

1858

11080.72

39190.39

0.283

T11

52.32 - 48.24

2L76x76x6

4.0800

2.0400

136.9

206843

1858

15553.60

39190.39

0.397

T12

48.24 - 44.16

2L76x76x6

4.0800

2.0400

136.9

206843

1858

17841.92

39190.39

0.455

T13

44.16 - 40.08

L102x102x10

4.0800

2.0400

65.3

224080

1421

18144.15

32465.38

0.559

T14

40.08 - 36

L102x102x10

4.0800

2.0400

65.3

224080

1421

20750.22

32465.38

0.639

T15

36 - 34

L127x127x10

2.0125

2.0125

50.8

224080

1905

21164.81

43521.70

0.486

T16

34 - 32

L127x127x10

2.0132

2.0132

50.8

224080

1905

20173.39

43521.70

0.464

T17

32 - 30

L127x127x10

2.0117

2.0117

50.8

224080

1905

19470.05

43521.70

0.447

T18

30 - 28

L127x127x10

2.0125

2.0125

50.8

224080

1905

19162.65

43521.70

0.440

T19

28 - 24

L127x127x10

4.0250

4.0250

101.6

224080

1905

18161.21

43521.70

0.417

T20

24 - 20

L127x127x10

4.0250

4.0250

101.6

224080

1905

18950.91

43521.70

0.435

T21

20 - 16

L127x127x10

4.0250

4.0250

101.6

224080

1905

20041.98

43521.70

0.461

T22

16 - 12

L127x127x10

4.0250

4.0250

101.6

224080

1905

21709.21

43521.70

0.499

T23

12 - 8

L127x127x10

4.0250

4.0250

101.6

224080

1905

23830.16

43521.70

0.548

T24

8-0

L127x127x13

8.0500

8.0500

205.8

224080

2499

25779.25

57095.50

0.452

Diagonal Design Data (Tension)

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

78 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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

L

Lu

Kl/r

Fa

A

T1

m 86 - 81.8

L51x51x5

m 0.8485

m 0.7587

48.4

kPa 148927

T2

81.8 - 80

L51x51x5

1.1624

1.0763

68.7

T3

80 - 78.37

L51x51x5

1.9664

0.9265

T4

78.37 - 73.36

L51x51x5

1.9997

T5

73.36 - 70.02

L51x51x5

T6

70.02 - 65.01

T7

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

mm2 461

Actual P kg 526.33

Allow. Pa kg 7005.28

Ratio P Pa 0.075

148927

461

91.21

7005.28

0.013

59.1

148927

461

731.23

7005.28

0.104

0.9421

60.1

148927

461

1664.61

7005.28

0.238

1.9997

0.9306

59.4

148927

461

2227.93

7005.28

0.318

L51x51x5

1.9997

0.9306

59.4

148927

461

2843.45

7005.28

0.406

65.01 - 60

L51x51x5

1.9997

0.9306

59.4

148927

461

1335.71

7005.28

0.191

T8

60 - 58.2

L51x51x5

2.2127

1.1927

76.1

148927

461

1219.10

7005.28

0.174

T9

58.2 - 56.4

L51x51x5

2.4313

1.2899

82.3

148927

461

735.00

7005.28

0.105

T10

56.4 - 52.32

L51x51x5

2.7206

1.3027

83.1

148927

461

1281.38

7005.28

0.183

T11

52.32 - 48.24

L51x51x5

2.7206

1.3027

83.1

148927

461

1654.31

7005.28

0.236

T12

48.24 - 44.16

L51x51x5

2.7206

1.3027

83.1

148927

461

2120.48

7005.28

0.303

T13

44.16 - 40.08

L51x51x5

2.7206

1.2835

81.9

148927

461

1325.13

7005.28

0.189

T14

40.08 - 36

L51x51x5

2.7206

1.2835

81.9

148927

461

1904.47

7005.28

0.272

T15

36 - 34

L64x64x5

2.8037

1.4247

72.1

148927

582

1718.78

8837.43

0.194

T16

34 - 32

L64x64x5

3.0373

1.5428

78.1

148927

582

1082.90

8837.43

0.123

T17

32 - 30

L64x64x5

3.2811

1.6574

83.9

148927

582

690.25

8837.43

0.078

T18

30 - 28

L64x64x5

3.5333

1.7859

90.4

148927

582

515.95

8837.43

0.058

T19

28 - 24

L64x64x5

5.2486

2.7717

140.3

148927

582

1195.49

8837.43

0.135

T20

24 - 20

L64x64x5

5.6774

2.9729

150.4

148927

582

1060.74

8837.43

0.120

T21

20 - 16

L64x64x5

6.1419

3.1966

161.8

148927

582

1127.46

8837.43

0.128

T22

16 - 12

L64x64x5

6.6344

3.4363

173.9

148927

582

1447.96

8837.43

0.164

T23

12 - 8

L64x64x5

7.1488

3.6890

186.7

148927

582

1342.13

8837.43

0.152

T24

8-0

L64x64x6

10.5617

5.6708

290.3

148927

768

2690.37

11659.14

0.231

RISATower I. P. DOLMEN S.A.

79 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Horizontal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A mm2 461

Actual P kg 504.37

Allow. Pa kg 7005.28

Ratio P Pa 0.072

T1

m 86 - 81.8

L51x51x5

m 0.6000

m 0.5365

34.2

kPa 148927

T2

81.8 - 80

L51x51x5

0.8500

0.7865

50.2

148927

461

158.53

7005.28

0.023

2

Allow. Pa kg 7005.28

Ratio P Pa 0.007

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T1

m 86 - 81.8

L51x51x5

m 0.6000

m 0.5365

34.2

kPa 148927

mm 461

Actual P kg 47.03

T2

81.8 - 80

L51x51x5

0.6000

0.5365

34.2

148927

461

372.66

7005.28

0.053

T3

80 - 78.37

L51x51x5

1.1000

1.0365

66.1

148927

461

570.98

7005.28

0.082

T4

78.37 - 73.36

L51x51x5

1.1000

1.0365

66.1

148927

461

705.64

7005.28

0.101

T5

73.36 - 70.02

L51x51x5

1.1000

1.0365

66.1

148927

461

1620.35

7005.28

0.231

T6

70.02 - 65.01

L51x51x5

1.1000

1.0238

65.3

148927

461

2365.94

7005.28

0.338

T7

65.01 - 60

L51x51x5

1.1000

1.0238

65.3

148927

461

2316.77

7005.28

0.331

T8

60 - 58.2

L51x51x5

1.1000

1.0238

65.3

148927

461

854.21

7005.28

0.122

T9

58.2 - 56.4

L51x51x5

1.4500

1.3738

87.7

148927

461

1509.84

7005.28

0.216

T10

56.4 - 52.32

L51x51x5

1.8000

1.7238

110.0

148927

461

2275.67

7005.28

0.325

T11

52.32 - 48.24

L51x51x5

1.8000

1.7238

110.0

148927

461

1597.42

7005.28

0.228

T12

48.24 - 44.16

L51x51x5

1.8000

1.7238

110.0

148927

461

1909.55

7005.28

0.273

T13

44.16 - 40.08

L51x51x5

1.8000

1.7238

110.0

148927

461

2189.86

7005.28

0.313

T14

40.08 - 36

L51x51x5

1.8000

1.6984

108.4

148927

461

2366.07

7005.28

0.338

T15

36 - 34

L51x51x5

1.8000

1.6984

108.4

148927

461

1056.68

7005.28

0.151

T16

34 - 32

L64x64x5

2.1170

1.9900

100.7

148927

582

2164.29

8837.43

0.245

T17

32 - 30

L64x64x5

2.4430

2.3160

117.2

148927

582

1773.00

8837.43

0.201

T18

30 - 28

L64x64x5

2.7500

2.6230

132.7

148927

582

1354.60

8837.43

0.153

T19

28 - 24

L76x76x6

3.0670

2.9400

124.5

148927

929

1964.29

14108.54

0.139

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

80 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T20

24 - 20

L76x76x6

3.7000

3.5730

151.3

148927

929

2312.40

14108.54

0.164

T21

20 - 16

L76x76x6

4.3330

4.2060

178.1

148927

929

2078.65

14108.54

0.147

T22

16 - 12

L89x89x6

4.9670

4.8400

174.8

148927

1090

1855.23

16557.94

0.112

T23

12 - 8

L89x89x6

5.6000

5.4730

197.7

148927

1090

1653.29

16557.94

0.100

T24

8-0

L76x76x8

6.2330

6.1060

260.7

148927

1148

1066.23

17439.72

0.061

Allow. Pa kg 5666.60

Ratio P Pa 0.240

Mid Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T4

m 78.37 - 73.36

L51x51x5

m 1.1000

m 1.0365

66.1

kPa 199948

mm2 278

Actual P kg 1358.68

T5

73.36 - 70.02

L51x51x5

1.1000

1.0238

65.3

199948

278

1900.52

5666.60

0.335

T6

70.02 - 65.01

L51x51x5

1.1000

1.0238

65.3

199948

278

2950.47

5666.60

0.521

T7

65.01 - 60

L51x51x5

1.1000

1.0238

65.3

199948

278

1923.68

5666.60

0.339

T10

56.4 - 52.32

L51x51x5

1.8000

1.7238

110.0

199948

278

1354.79

5666.60

0.239

T11

52.32 - 48.24

L51x51x5

1.8000

1.7238

110.0

199948

278

1745.52

5666.60

0.308

T12

48.24 - 44.16

L51x51x5

1.8000

1.7238

110.0

199948

278

2252.84

5666.60

0.398

T13

44.16 - 40.08

L51x51x5

1.8000

1.6984

108.4

148927

461

2273.17

7005.28

0.324

T14

40.08 - 36

L51x51x5

1.8000

1.6984

108.4

148927

461

2640.67

7005.28

0.377

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

Section Capacity Table Section No. T1

Elevation m

Component Type

Size

Critical Element

P kg

SF*Pallow kg

% Capacity

Pass Fail

86 - 81.8

Leg Diagonal Horizontal Top Girt Leg Diagonal Horizontal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy [email protected] Guy [email protected] Guy [email protected] Guy [email protected] Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy [email protected] Guy [email protected] Guy [email protected] Guy [email protected] Leg Diagonal Top Girt

L64x64x6 L51x51x5 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 L102x102x10 L51x51x5 L51x51x5

1 9 13 5 63 77 73 65 83 92 85 97 112 104 108 137 152 144 148 167 180 172 174 584 583 582 581 207 220 212 214 247 258 250 263 274 268 279 292 284 288 307 320 312 316 335 356 340 342 580 579 578 577 363 376 368

1874.55 -737.20 504.37 47.03 -2340.61 -358.50 158.53 372.66 -2329.72 -808.44 -425.32 6516.36 -1772.46 -577.53 -1176.66 11043.43 -2342.02 -1426.00 -1691.49 -15739.61 -2873.37 -2240.80 2950.47 4630.00 1203.83 4525.25 6636.56 -23397.39 -2428.39 -1399.75 1923.68 -22376.58 -3259.31 854.21 -20116.60 -1834.32 -860.53 -21249.90 -1797.31 -1109.14 -707.36 -25653.78 -2195.73 -880.35 -1000.12 -30301.02 -2369.64 -1306.41 2252.84 3108.79 1193.71 3061.60 4331.97 -33654.75 -2481.50 -1253.48

16005.70 6836.83 9338.04 9338.04 14586.25 5187.40 9338.04 9338.04 6290.00 6007.49 5412.89 16005.70 5925.24 5412.89 5412.89 20918.39 5985.87 5412.89 5483.61 20431.17 5985.87 5483.61 7553.57 7626.02 7626.02 7626.02 7626.02 40716.31 5985.87 5483.61 7553.57 39269.54 4495.86 9338.04 39269.54 3886.03 3425.83 36955.10 3809.94 2175.90 2175.90 36955.10 3809.94 2175.90 2175.90 36955.10 3809.94 2175.90 7553.57 7626.02 7626.02 7626.02 7626.02 41848.44 3924.75 2175.90

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 Pass Pass Pass Pass Pass

Mid Girt

L51x51x5

372

-1179.14

2241.47

11.7 10.8 5.4 0.5 16.0 6.9 1.7 4.0 37.0 13.5 7.9 40.7 29.9 10.7 21.7 52.8 39.1 26.3 30.8 77.0 48.0 40.9 39.1 60.7 15.8 59.3 87.0 57.5 40.6 25.5 25.5 57.0 72.5 9.1 51.2 47.2 25.1 57.5 47.2 51.0 32.5 69.4 57.6 40.5 46.0 82.0 62.2 60.0 29.8 40.8 15.7 40.1 56.8 80.4 63.2 57.6 59.2 (b) 52.6

T2

81.8 - 80

T3

80 - 78.37

T4

78.37 - 73.36

T5

73.36 - 70.02

T6

70.02 - 65.01

T7

65.01 - 60

T8

60 - 58.2

T9

58.2 - 56.4

T10

56.4 - 52.32

T11

52.32 - 48.24

T12

48.24 - 44.16

T13

44.16 - 40.08

Pass

Project

Date

EVALUACION ESTRUCTURAL EB. CERRO NEIVA 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.

Elevation m

Component Type

Size

No. T14

Critical Element

P kg

SF*Pallow kg

40.08 - 36

T15

36 - 34

Leg Diagonal Top Girt Mid Girt Leg

L102x102x10 L51x51x5 L51x51x5 L51x51x5 L127x127x10

391 404 396 400 419

-37817.37 -3134.35 -1269.95 -1447.11 -38038.31

41848.44 3924.75 2241.47 2241.47 56320.77

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

L64x64x5 L51x51x5 L127x127x10 L64x64x5 L64x64x5 L127x127x10 L64x64x5 L64x64x5 L127x127x10 L64x64x5 L64x64x5 L127x127x10 L64x64x5 L76x76x6 L127x127x10 L64x64x5 L76x76x6 L127x127x10 L64x64x5 L76x76x6

430 424 435 446 440 451 462 456 467 478 472 483 494 488 499 508 504 515 524 520

-3331.85 -625.23 -36011.30 -2329.86 -1140.26 -34353.69 -1728.44 -871.14 -33360.96 -1421.45 -617.92 -30258.34 -2497.80 -960.31 -30571.86 -1802.79 -1138.92 -31456.82 -1629.25 -975.85

Leg

L127x127x10

531

-33242.21

Diagonal Top Girt

L64x64x5 L89x89x6

541 536

-1794.15 -917.52

Leg

L127x127x10

547

-35398.95

Diagonal Top Girt

L64x64x5 L89x89x6

557 552

-1658.07 -827.63

Leg

L127x127x13

563

-38860.00

Diagonal

L64x64x6

575

-2268.63

Top Girt

L76x76x8

568

-1129.35

T16

34 - 32

T17

32 - 30

T18

30 - 28

T19

28 - 24

T20

24 - 20

T21

20 - 16

T22

16 - 12

T23

T24

12 - 8

8-0

82 of 82

TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH

I. P. DOLMEN S.A.

Section

Page

Job

RISATower

14:21:13 10/10/13 Designed by

Ing. C. Londoño M.

% Capacity

Pass Fail

90.4 79.9 56.7 64.6 67.5 95.3 (b) 6119.67 54.4 2241.47 27.9 56316.42 63.9 5394.30 43.2 3251.06 35.1 41469.82 82.8 4686.72 36.9 2400.24 36.3 41456.39 80.5 4036.53 35.2 1871.27 33.0 41457.06 73.0 4139.79 60.3 3401.15 28.2 41457.06 73.7 3598.51 50.1 2302.79 49.5 41456.39 75.9 3112.41 52.3 4101.14 23.8 42.1 (b) 41457.06 80.2 83.3 (b) 2693.34 66.6 4993.02 18.4 37.6 (b) 41457.06 85.4 88.7 (b) 2337.04 70.9 3904.84 21.2 33.5 (b) 54257.50 71.6 97.4 (b) 5098.98 44.5 49.1 (b) 2364.19 47.8 Summary Leg (T24) 97.4 Diag (T14) 79.9 Horizontal 5.4 (T1) Top Girt 64.0 (T14) Mid Girt 79.8 (T6) Guy A (T6) 60.7 Guy B (T6) 15.8 Guy C (T6) 59.3 Guy D (T6) 87.0 Bolt Checks 97.4 RATING = 97.4

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

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=80m C. NUEVA+REF EB. C. NEIVA.eri

Maximum Values

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

Deflection (mm)

Elevation (m)

0 86.0000

50

100

Tilt (deg)

150

200

0

Twist (deg) 0.5

0

0.05

0.1 86.0000

81.8000

81.8000

80.0000

80.0000

78.3700

78.3700

73.3600

73.3600

70.0200

70.0200

68.3500

68.3500

65.0100

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.2400

46.2000

46.2000

44.1600

44.1600

40.0800

40.0800

36.0000

36.0000

34.0000

34.0000

32.0000

32.0000

30.0000

30.0000

28.0000

28.0000

24.0000

24.0000

20.0000

20.0000

16.0000

16.0000

12.0000

12.0000

8.0000

8.0000

0.0000 0

0.0000 50

100

150

200

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--TC80+6m Ext.-PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA+REF EB. CERRO NEIVA\TC80m C. NUEVA+REF EB. C. NEIVA.eri

Feedline Distribution Chart 0.0000 - 86.0000 Round

86.0000

Flat

Face A

App In Face

App Out Face

Face B

Truss Leg

Face C

Face D

85.0000

85.0000

85.0000

83.0000

83.0000

83.0000

86.0000

81.8000

81.8000

80.0000 79.0000

79.0000

77.0000

77.0000

77.0000

75.5000

75.5000

75.5000

73.3600

74.0000 73.0000

74.0000 73.0000

74.0000 73.0000

73.3600

70.0200

71.0000 70.0000

71.0000 70.0000

71.0000 70.0000

70.0200

68.3500

68.0000

68.0000

68.0000

68.3500

66.5000

66.5000

66.5000

65.0000 64.0000

65.0000 64.0000

65.0000 64.0000

62.0000

62.0000

62.0000

65.0100

78.3700

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.0000

48.0000

48.0000

45.0000

45.0000

45.0000

42.0000 41.0000

42.0000 41.0000

42.0000 41.0000

39.0000

39.0000

39.0000

48.2400 46.2000 (2) 1 (4 ANT RF N) (2) 1 (4 ANT RF N)

46.2000 44.1600

36.0000 34.0000 32.0000 30.0000 28.0000

24.0000

20.0000

16.0000

16.0000

16.0000

16.0000

44.1600

40.0800

36.0000 34.0000 32.0000 30.0000 28.0000

1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)

40.0800

(2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (4 ANT TV E) (2) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)

12.0000

24.0000

20.0000

16.0000

12.0000 7/8 (2 ANT MW E)

Elevation (m)

80.0000 79.0000

78.3700

8.0000

0.0000

8.0000

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-TC80+6m Ext.-PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA+REF EB. CERRO NEIVA\TC80m C. NUEVA+REF EB. C. NEIVA.eri

Stress Distribution Chart 0.0000 - 86.0000 > 100%

Elevation (m)

86.0000

90%-100%

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

86.0000

81.8000

81.8000

80.0000

80.0000

78.3700

78.3700

73.3600

73.3600

70.0200

70.0200

68.3500

68.3500

65.0100

65.0100

60.0000

60.0000

58.2000

58.2000

56.4000

56.4000

52.3200

52.3200

48.2400

48.2400

46.2000

46.2000

44.1600

44.1600

40.0800

40.0800

36.0000

36.0000

34.0000

34.0000

32.0000

32.0000

30.0000

30.0000

28.0000

28.0000

24.0000

24.0000

20.0000

20.0000

16.0000

16.0000

12.0000

12.0000

8.0000

8.0000

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-TC80+6m Ext.-PATA=7.50m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

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

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA+REF EB. CERRO NEIVA\TC80m C. NUEVA+REF EB. C. NEIVA.eri

CHEQUEO DE CIMENTACION PLACA BASE Y PERNOS DE ANCLAJE. EB. CERRO NEIVA.

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

TORRE 80+6m RB. CERRO NEIVA.

I. P. DOLMEN S.A.

7. Rev. CIMENTACION TIPO ZAPATA PARA TORRES OBRA:

TORRE TELECOMUNICACIONES H=80+6m EB. CERRO NEIVA. 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

-41.407,00 -4.461,00 4.529,00 29.198,00 -4.039,00 3.995,00

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

-57.969,80 -6.245,40 6.340,60 40.877,20 -5.654,60 5.593,00

ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE Compresión (-)

Fc

Kg

41.407,00

Corte l

Ft

Kg

4.461,00

Corte t

Fl

Kg

4.529,00

Arranque (+)

Fa

Kg

29.198,00

Corte l

Fta

Kg

4.039,00

Corte t

Fla

Kg

3.995,00

ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE Compresión (-)

Fc'

Kg

Corte l

Ft'

Kg

6.245,40

Corte t

Fl'

Kg

6.340,60

Arranque (+)

Fa'

Kg

40.877,20

Corte l

Fta'

Kg

5.654,60

Corte t

Fla'

Kg

5.593,00

Kg/cm2 2 Kg/cm Kg/m3 º

Kg/m3 2 Kg/cm 2 Kg/cm

1,50 1,88 1700 25,0 2,46 0,41 2,46 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

57.969,80

GEOMETRIA

clm/rcg

Angulo montante

φ

º

0,0000

Lado zapata

L

m

3,00

Lado pedestal

B

m

0,80

Espesor zapata

s

m

0,60

Profundidad zapata

H

m

4,10

Alt. ped. sobre suelo

H3

m

0,00

Alt. ped. enterrada

H2

m

3,50

Altura total cimiento

H1

m

4,10

7.1

Rev.Cim-TC80+6 EB. C. NEIVA-Cap. 7

TORRE 80+6m RB. CERRO NEIVA.

I. P. DOLMEN S.A. Altura pedestal

Hp

m

3,50

Recubrimiento

a

m

0,070

Altura efec. concreto

d

m

0,530

Volumen zapata

Vz

m³

5,40

Volumen pedestal

Vp

m³

2,24

Volumen Concreto

Vc

m³

7,64

Peso concreto

Wc

Kg

18336

Volumen suelo 1

Vs1

m³

29,26

Volumen suelo 2

Vs2

m³

47,03

Volumen suelo 3

Vs3

m³

15,69

Volumen total suelo

Vs

m³

91,99

Peso suelo

Ws

Kg

156375

VOLUMENES Y PESOS

ARRANCAMIENTO Hipotesis crítica F.S. Arrancamiento

FSa

Checheo Arrancam.

(Wc+Ws)/Fa

5,98

FSa > 1.50

O.K.

ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO) Hipotesis crítica Compresión

P

Kg

ht

m

109485 1,63

Rt

Kg

4461

hl

m

1,64

Rl

Kg

4529

Momento transversal

MT

Kg*m

4964

Momento longitudinal

ML

Kg*m

4853

σp

Kg/m2

12165

σt

Kg/m

2

1078

σl

Kg/m

2

1103

σs

Kg/m2

6970

1

Kg/m

2

7377

2

Kg/m2

5170

3

Kg/m2

5220

2

4

Kg/m

σmax

Kg/m2

σmin

Kg/m

2

3013 mayor 1, 2, 3, 4 menor 1, 2, 3, 4 ≈ σ σmax < σa

Checheo Capacidad

7377 3013 O.K.

CHEQUEO AL VOLCAMIENTO Hipotesis crítica COMPRESION

MR1

Kg-m

164228

Momento trans. 1

MT1

Kg*m

18569

Momento long. 1

ML1

Kg*m

18290

Momento trans. 2

MT2

Kg*m

13605

Momento long. 2

ML2

Kg*m

13437

Mom. restaur. trans.

MRT

Kg*m

177832

Mom. restaur. long.

MRL

Kg*m

177665

Momento restaurador

MRc

Kg-m

251374

Mv

Kg-m

106862

Momento al vuelco

clm/rcg

7.2

Rev.Cim-TC80+6 EB. C. NEIVA-Cap. 7

TORRE 80+6m RB. CERRO NEIVA.

I. P. DOLMEN S.A. F.S. vuelco compres.

FSvc

MRc/Mv

2,35

Hipotesis crítica TRACCION

MR1

Kg-m

262067

ht

m

1,55

Rt

Kg

4039

hl

m

1,54

Rl

Kg

3995

MT1

Kg-m

16380

ML1

Kg-m

16560

MT2

Kg-m

12267

ML2

Kg-m

12379

Mom. restaur. trans.

MRT

Kg*m

274334

Mom. restaur. long.

MRL

Kg*m

274446

Momento restaurador

MRa

Kg-m

388046

Momento vuelco 1

Mv1

Kg-m

43797

Mom. vuelco trans.

Mvt

Kg-m

60177

Mom. vuelco long.

Mvl

Kg-m

60357

Momento vuelvo

Mva

Kg-m

85230

F.S. vuelco tracción

FSvt

MRa/Mva

4,55

F.S. volcamiento

FSv

menor FSvc, FSvt

2,35

FSv > 1.50

O.K.

Checheo Volcam.

clm/rcg

7.3

Rev.Cim-TC80+6 EB. C. NEIVA-Cap. 7

TORRE 80+6m RB. CERRO NEIVA.

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

9,00 m2 0,87 4,33 t/m 4,77 m 1576,17 t-cm 60 cm 130 cm 0,00155 0,00330 25,74 cm² 3 No 5

CORTANTE V= vu= Ø vc=

10,328 2,119 6,350

t kg/cm² kg/cm²

No requiere Refuerzo a cortante colocar E Ø 3/8" cada 16 cm

clm/rcg

7.1

Rev.Cim-TC80+6 EB. C. NEIVA-Cap. 7

ESTRUCTURA: REV. TC80+6m P=7.50m-EB. CERRO NEIVA. CARGAS ACTUANTES Tension Maxima Comprexion Maxima Fuerza Longitudinal en X Fuerza Transversal en Y

T C Hx Hy

(ton) (ton) (ton) (ton)

29,198 -41,407 -4,461 4,529

-4,039 3,995

CALCULO DE PLACA - BASE PLACA BASE

B

C

t

Dp

m

cm. 35

cm. 35

cm 2,5

cm 4

cm. 18,0

Dimension pedestal (cm) Bp Cp 80 80

C

P B

m n t p Dp

Area Placa Colocada Ac 1.225 cm2 Acero A-36 Fy= 2.530 Kg /cm² Distancia n 7,0 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. 246 168,000 33,802

cm2 Kg / cm² kg / cm²

Fb Fb m

1.645 18,0

Kg / cm² cm

t

1,74

cm

cm

Esfuerzo de Flexion por Arranque

Fb¨

Distancia al perno

Dp

4

Fuerza en el Perno Momento de Flexion

Pt Mf

14,60 58,4

Ton - cm

Espesor de la Placa Base Arr

t

2,50

cm

Espesor Minimo Placa Base

t

2,50

cm

Lado de la placa Base

B

350

mm

Espesor de la Placa Base

t

25

mm

f'c=

210

Kg / cm²

Acero A-36

Ton

OK CUMPLE

No pernos

un 2,0

ESTRUCTURA: REV. TC80+6m P=7.50m-EB. CERRO NEIVA.

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

1,50

plg

dp

3,81

cm

SAE 1045 CALIBRADO Atp

un cm²

0,85 hp

6

Ap

18,13

cm²

T

29,20

ton

Vux

-4,04

ton

Vuy

4,53

ton

Vu

6,07

ton

Fy

5,20

ton/cm²

Ft

3,36

ton/cm²

Fv

2,24

ton/cm²

Ae

9,07

cm²

Ap

11,40

cm²

At

4,3

cm²

Atm

6,0

cm²

Np

1

un

Pernos a Colocar Diametro del Perno Area Neta de Pernos

2 22,80

Anp

AREA DE PERNOS > AREA REQUERIDA

2

un

38

mm

18,13

cm²

OK CUMPLE

Bogotá, D.C. 10 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 80 metros de altura, Localizada En la ESTACION EB. CERRO NEIVA, Localizada en el Municipio de Neiva, Departamento del Huila, para una velocidad de viento de 120 KPH, que está soportando antenas MW y RF. 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 Neiva, 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 NEIVA.

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 NEIVA.

CERRO NEIVA.

Foto General de Torre

Panoramica de la Torre

1/9

Ciudad :

NEIVA

Depto :

HUILA

REGISTRO FOTOGRAFICO

Photo 1

Photo 2

Panorámica 2

Panorámica 3

Photo 3

Photo 4

placa base y pedestal

Base tramo 1 Torre 2/9

REGISTRO FOTOGRAFICO

Photo 5

Photo 6

Placa base parte interior

Escalera de cables y cierre inferior

Photo 8

Llegada de riendas a montante

Llegada de riendas a montante 3/9

REGISTRO FOTOGRAFICO

Photo 9

Photo 10

Detalle de montante inicial

Ancho de montante inicial

Photo 11

Photo 12

Detalle de antenas MW

Detalle de antenas MW 4/9

REGISTRO FOTOGRAFICO

Photo 14

Detalle soportes y antenas

Detalle soportes y antenas

Photo 15

Photo 16

Detalle soportes y antenas

Detalle empalme de montantes 5/9

REGISTRO FOTOGRAFICO

Photo 17

Photo 17

Cierre interno

Segunda transición

Photo 33

Photo 34

Tercera transición

Cierre interno 6/9

REGISTRO FOTOGRAFICO

Photo 35

Photo 36

Cierre interno

Cierres internos y escaleras

Photo 37

Photo 38

Parte interna torre

Detalle luces de balizaje 7/9

REGISTRO FOTOGRAFICO

Photo 39

Photo 40

Cierres internos torre

Legada de diagonales y Cierres internos torre

Photo 41

Photo 42

Detalle excavaciones

Detalle excavaciones 8/9

REGISTRO FOTOGRAFICO

Photo 53

Photo 54

Detalle viga de amarre

Detalle excavaciones

Photo 55

Photo 56

Detalle luces de balizaje

Panoramica tramo final 9/9