memorias de cálculo estructural. informe tecnico. - Amazon Web ...

El cálculo de los pesos de los elementos estructurales los realiza ... análisis estructural para los diferentes elementos que conforman la torre triangular,.
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MEMORIAS DE CÁLCULO ESTRUCTURAL. TORRE CUADRADA H=80.0m SECCION VARIABLE. ANCHO DE PATA = 18.100m

ESTACION BASE: PLANADAS.

Ubicada en el Cerro Planadas, Municipio de Calarca.

Departamento del Quindío.

Septiembre 2013.

INFORME TECNICO. Condición Actual Se requiere refuerzo. Eficiencia General Condición Nueva + Refuerzo: Montantes 94.5%, Diagonales 71.8%, Horizontales 50.9%, Riendas 53.4% y Tornillos 85.6%.

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

INDICE PAG.

1.0 Introducción

2

2.0 Cargas muertas

4

3.0 Cargas vivas

4

4.0 Cargas de viento

4

5.0 Análisis y diseño estructurales

5

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

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1.0 INTRODUCCION 1.1 OBJETO El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 80.0 metros de altura. Ubicada en la estación: EB. VEREDA PLANADAS – Municipio de Calarca – Departamento del Quindío. 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 18.100 m. Esta medida es variable hasta llegar a una altura de 9.0 m, donde es 11.96 m. Continuando en sección variable hasta los 25.0 m, donde es 6.98 m. Continuando en sección variable hasta los 40.0 m, donde es 4.20 m. Continuando en sección constante hasta los 80.0 m. Se tienen cuatro riendas desde el nivel 64.0m, con radial de 39.0m. CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 80.0 m 6 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 74.0 AL 70.0m – POR DOS CARAS A y D. 6 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 66.0 AL 64.0m – POR DOS CARAS. 6 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 62.0 AL 60.0m – POR DOS CARAS A y D. 6 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 54.0 AL 52.0m – POR DOS CARAS A y D. 5 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 42.0 AL 39.0m – POR DOS CARAS A y D. 1 ANTENA MW Ø2.40m – NIVEL 19.0 m – D. 15 CABLES GUIA DE ONDA Ø1/2” PARA ANTENAS TV – D 1 CABLE GUIA DE ONDA Ø7/8” PARA ANTENA MW – D

CONDICION FUTURA: 1 EXTENSION H=6.0m, EN LA PARTE SUPERIOR. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 82.5 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 81.5 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 80.5 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 79.5 m – C y D. 2 CABLES GUIA DE ONDA Ø3” PARA ANTENAS RF – 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.

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

SILUETA DE CALCULO CONDICION NUEVA.

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

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

V = 120 KPH (Zona 4) V = 60 KPH. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999 [email protected] [email protected]

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 triangular, realizado por el programa para diseño de torres RISATower, Versión 5.4.1.8 – 8 de Abril de 2010, de RISA TECHNOLOGIES. También se incluye un control de deflexiones en la parte superior de la torre (Nivel 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. PLANADAS – Municipio de Calarca, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T19, T12, T11 y T7, los Diagonales T19 y T10. Porcentaje máximo de utilización Montante (T12) 127.3% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.

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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 el nivel 84.0m 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. PLANADAS – Municipio de Calarca, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T21, T17, T16, T14, T13, T12, T11, T9, T8 y T6, los Diagonales T21, T12 y T11. Porcentaje máximo de utilización Montante (T14) 173.2% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.

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

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 el nivel 84.0m. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 80+6m, de la estación: EB. PLANADAS – Municipio de Calarca tenemos: LA TORRE CUMPLE. Porcentaje máximo de utilización Montante (T14) 94.5% < 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 0.0m al nivel 64.0m (T21, T20, T19, T18, T17, T16, T15, T14, T13, T12, T11, T10, T9, T8 y T7), con un (1) ángulo de L76x76x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el anclaje de la cimentación y con el montante existente (se debe soldar el montante del refuerzo a la placa base de la torre. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 0.0m al nivel 9.0m (T21), con un (1) ángulo de L76x76x7.9H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 40.0m al nivel 44.0m (T12), con un (1) ángulo de L76x76x9.5H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (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 el nivel 84.0m.

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

160 Kg

Diagonales (T1 y T2) en L51x4.8H

350 Kg

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

90 Kg

Tornillos en Uniones (T1 y T2)

35 Kg

Pernos de escalera Ø5/8 x 8” = 10 Unidades

5 Kg

Peso aproximado del Refuerzo

640 Kg

MATERIAL APROXIMADO DE REFUERZO EN TORRE: Refuerzo Montantes (T21 al T6) en L76x9.5H

3800 Kg

Refuerzo Montantes (T21 al T6) en Lámina de 9.5mm

230 Kg

Refuerzo Montantes (T21 al T6) en Lámina de 12.7mm

550 Kg

Refuerzo Diagonales (T21) en L76x7.9H

950 Kg

Refuerzo Diagonales (T12) en L76x9.5H

500 Kg

Tornillos en refuerzo de montantes y diagonales

250 Kg

Peso aproximado del Refuerzo

6280 Kg

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

C. ACTUAL

C. NUEVA

C. NUEVA+REF

MONTANTE

(T12) 127.3%

(T14) 173.2%

(T14) 94.5%

DIAGONAL

(T19) 119.9%

(T12) 169.3%

(T11) 71.8%

HORIZONTAL

(T10) 31.8%

(T12) 58.3%

(T12) 50.9%

RIENDA

(T5) 55.1%

(T7) 72.5%

(T7) 53.4%

96.8%

125.3%

85.6%

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 80%, en mal estado, se recomienda raspado, lavado y aplicación de pintura en general. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre. ESCALERA DE CABLES: Uno (1) Por el centro de la torre en un 20% de uso. LUCES DE OBSTRUCCION: En mal estado no funcionan. Se debe revisar el sistema eléctrico y cambio de luces de obstrucción y balizaje SISTEMA DE TIERRAS: En buen estado. Se deben reemplazar las platinas de cobre y las terminales. TORNILLOS: ASTM A-394 T0, un 20% en mal estado por oxidación, se recomienda el reemplazo y torque general de la tornillería. Usando tornillos ASTM A-325 Tipo 1.

Anexos: Registro Fotográfico.

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CONDICION ACTUAL. EB. PLANADAS.

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

R=39.0000 m

R=39.0000 m

T1

1223.2

4.2

80.0 m

L64x64x10

T2

1223.2

76.0 m

T3

1223.2

72.0 m

T4

1223.2

68.0 m

64.0 m 1269.4

10 @ 4

m

1269.4

N.A.

N.A.

L76x76x10

T5

L76x76x10

50 . 44 73

60.0 m

10 I T=

CxMANTENIMIENTO 2 1 8 ANT FT DISH TV 0.30x1.20m (1 ANT MW(E) Ø2.40m E)

56.0 m

80 - 41.5 73 69 65 61 57 56.5 42 40.5 39.5 19 58.5 57.5 56.5 - 39 53 DESIGNED APPURTENANCE LOADING

T7

1269.4

%

T8

1360.5

52.0 m

ELEVATION

57 - 56.5

2 ANT TV 0.30x1.20m (E)

73 - 58.5

2 ANT TV 0.30x1.20m (E)

57 - 56.5

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

73 - 58.5 69 - 58.5

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

56.5 - 53 56.5 - 53

2 ANT TV 0.30x1.20m (E)

69 - 58.5

2 ANT TV 0.30x1.20m (E)

42 - 41.5

2 ANT TV 0.30x1.20m (E)

65 - 57.5

2 ANT TV 0.30x1.20m (E)

40.5

2 ANT TV 0.30x1.20m (E)

65 - 57.5

1 ANT TV 0.30x1.20m (E)

39.5 - 39

2 ANT TV 0.30x1.20m (E)

61 - 57.5

8 FT DISH (1 ANT MW Ø2.40m E)

19

2 ANT TV 0.30x1.20m (E)

61 - 57.5

MATERIAL STRENGTH

1360.5

A572-50

Fy 344738 kPa

Fu 448159 kPa

1560.6

1@4

Fu 399896 kPa

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: 127.3%

1767.0

32.5 m 1 @ 3.5

4.849 5.59

Fy 248211 kPa

1. 2. 3. 4.

36.5 m

29.0 m 1996.9

6.239

L76x76x8

L76x76x10

25.0 m

2442.2

5@4

21.0 m

17.0 m

2872.2

10.715

MAX. CORNER REACTIONS AT BASE: DOWN: 39897 kg UPLIFT: -17841 kg SHEAR: 17796 kg

9.0 m

11.96

AXIAL 44148 kg 4232.7

L102x102x6

13.0 m

1@9

T19

L76x76x8

T18

L102x102x8

2655.7

9.47

L127x127x13

T16

N.A.

8.225

2208.6

6.98

L102x102x8

GRADE A36

TOWER DESIGN NOTES

1359.4

1 @ 3.5

A36

T12 T13

ELEVATION

2 ANT TV 0.30x1.20m (E)

40.0 m

T14 T15

TYPE

80

GRADE A572-50

T10

TYPE

CxMANTENIMIENTO

44.0 m

T11

L102x102x10

T9

1360.5

48.0 m

T17

R=39.0000 m

PLAN

= LC

T6

HS

L76x76x10

E 16

R=39.0000 m

SHEAR 21881 kg

MOMENT 738972 kg-m

33877.4 Weight (kg)

# Panels @ (m)

Face Width (m)

Inner Bracing

Horizontals

Top Girts

Diagonal Grade

Diagonals

Leg Grade

Legs

2640 kg R=39.0000 m

kg 22

Section

0.0 m

52

18.1

4505 kg

TORQUE 7810 kg-m REACTIONS - 120 kph WIND

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

Job:

SILUETA DE CALCULO-TC80m PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-1

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

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

1 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

SALIDA 1 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISI 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 4.2000 m at the top and 18.1000 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 2. 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. PLANADAS CONDICION ACTUAL.

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

2 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

13:51:22 09/24/13 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

m 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

Assembly Database

Description

Section Width m 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.8490 5.5900 6.2390 6.9800 8.2250 9.4700 10.7150 11.9600

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

Section Length m 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

3 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

13:51:22 09/24/13 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

m 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

m 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000

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

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

Has Horizontals

Top Girt Offset

Bottom Girt Offset

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

mm 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

Tower Section Geometry (cont’d) Tower Elevation m T1 80.0000-76.0000 T2 76.0000-72.0000 T3 72.0000-68.0000 T4 68.0000-64.0000 T5 64.0000-60.0000 T6 60.0000-56.0000 T7 56.0000-52.0000 T8 52.0000-48.0000 T9 48.0000-44.0000 T10 44.0000-40.0000 T11 40.0000-36.5000 T12 36.5000-32.5000 T13 32.5000-29.0000 T14 29.0000-25.0000 T15

Leg Type

Leg Size

Leg Grade

Diagonal Type

Diagonal Size

Diagonal Grade

Equal Angle

L64x64x10

Equal Angle

L76x76x10

Equal Angle

L64x64x10

Equal Angle

L76x76x10

Equal Angle

L64x64x10

Equal Angle

L76x76x10

Equal Angle

L64x64x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L102x102x10

Equal Angle

L76x76x10

Equal Angle

L102x102x10

Equal Angle

L76x76x10

Equal Angle

L102x102x10

Equal Angle

L76x76x10

Equal Angle

L102x102x10

Equal Angle

L102x102x8

Equal Angle

L102x102x10

Equal Angle

L102x102x8

Equal Angle

L127x127x13

Equal Angle

L102x102x8

Equal Angle

L127x127x13

Equal Angle

L102x102x8

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

Equal Angle

L102x102x8

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

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Tower Elevation m 25.0000-21.0000 T16 21.0000-17.0000 T17 17.0000-13.0000 T18 13.0000-9.0000 T19 9.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

4 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

13:51:22 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg Type

Leg Size

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Leg Grade (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)

Diagonal Type

Diagonal Size

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L76x76x8

Designed by

Ing. C. Londoño M.

Diagonal Grade (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Tower Section Geometry (cont’d) Tower Elevation m T1 80.0000-76.0000 T2 76.0000-72.0000 T3 72.0000-68.0000 T4 68.0000-64.0000 T5 64.0000-60.0000 T6 60.0000-56.0000 T7 56.0000-52.0000 T8 52.0000-48.0000 T9 48.0000-44.0000 T10 44.0000-40.0000

Top Girt Type

Top Girt Size

Top Girt Grade

Bottom Girt Type

Equal Angle

L76x76x10

Equal Angle

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

A36 (248211 kPa) A36 (248211 kPa) 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

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)

Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle

Tower Section Geometry (cont’d) Tower Elevation m T11 40.0000-36.5000 T12 36.5000-32.5000 T13 32.5000-29.0000 T14 29.0000-25.0000 T15

No. of Mid Girts None

Mid Girt Type

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

Mid Girt Size

Mid Girt Grade

Horizontal Type

Horizontal Size

Horizontal Grade

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

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L102x102x8

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

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

13:51:22 09/24/13

Client

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

m 25.0000-21.0000 T16 21.0000-17.0000 T17 17.0000-13.0000 T18 13.0000-9.0000 T19 9.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Tower Elevation

5 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

No. of Mid Girts

Mid Girt Type

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

Mid Girt Size

Mid Girt Grade

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

Horizontal Type

Horizontal Size

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Ing. C. Londoño M.

Horizontal Grade

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

Tower Section Geometry (cont’d) Tower Elevation m T11 40.0000-36.5000 T12 36.5000-32.5000 T13 32.5000-29.0000 T14 29.0000-25.0000 T15 25.0000-21.0000 T16 21.0000-17.0000 T17 17.0000-13.0000 T18 13.0000-9.0000 T19 9.0000-0.0000

Secondary Horizontal Type

Secondary Horizontal Size

Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round

Secondary Horizontal Grade

Inner Bracing Type

Inner Bracing Size

Inner Bracing Grade

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

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L102x102x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

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

Tower Section Geometry (cont’d) Tower Elevation

Gusset Area (per face)

Gusset Thickness

m T1 80.0000-76.00 00 T2 76.0000-72.00 00 T3 72.0000-68.00 00

m2 0.0000

mm 0

0.0000 0.0000

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

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

A36 (248211 kPa)

1.1

1

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0

A36 (248211 kPa)

1.1

1

1.5

0

0

Page

Job

RISATower

6 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

13:51:22 09/24/13

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 T4 68.0000-64.00 00 T5 64.0000-60.00 00 T6 60.0000-56.00 00 T7 56.0000-52.00 00 T8 52.0000-48.00 00 T9 48.0000-44.00 00 T10 44.0000-40.00 00 T11 40.0000-36.50 00 T12 36.5000-32.50 00 T13 32.5000-29.00 00 T14 29.0000-25.00 00 T15 25.0000-21.00 00 T16 21.0000-17.00 00 T17 17.0000-13.00 00 T18 13.0000-9.000 0 T19 9.0000-0.0000

m2 0.0000

mm 0

0.0000

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Ing. C. Londoño M.

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

A36 (248211 kPa)

1.1

1

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

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

RISATower I. P. DOLMEN S.A.

7 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

Page

Job

13:51:22 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Tower Section Geometry (cont’d) Tower Elevation

m T1 80.0000-76.00 00 T2 76.0000-72.00 00 T3 72.0000-68.00 00 T4 68.0000-64.00 00 T5 64.0000-60.00 00 T6 60.0000-56.00 00 T7 56.0000-52.00 00 T8 52.0000-48.00 00 T9 48.0000-44.00 00 T10 44.0000-40.00 00 T11 40.0000-36.50 00 T12 36.5000-32.50 00 T13 32.5000-29.00 00 T14 29.0000-25.00 00 T15 25.0000-21.00 00 T16 21.0000-17.00 00 T17 17.0000-13.00 00 T18 13.0000-9.000

Calc K Single Angles

Calc K Solid Rounds

Legs

X Brace Diags X Y 1 1

K Brace Diags X Y 1 1

No

No

0.5

No

No

0.5

1 1

No

No

0.5

No

No

No

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 0.5

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.5

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.5

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.5

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.5

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.25

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.25

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.25

1 1

1 1

No

No

0.5

1 1

0.5 0.5

1 1

1 1

0.5 0.25

1 1

1 1

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

13:51:22 09/24/13

Client

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

Calc K Single Angles

8 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Tower Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Calc K Solid Rounds

Legs

X Brace Diags X Y

K Brace Diags X Y

K Factors1 Single Girts Diags

Horiz.

Designed by

Ing. C. Londoño M.

Sec. Horiz.

Inner Brace

X X X X X Y Y Y m Y Y 0 T19 No No 0.25 1 0.25 1 1 0.25 1 1 9.0000-0.0000 1 0.25 1 1 0.25 1 1 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 80.0000-76.00 00 T2 76.0000-72.00 00 T3 72.0000-68.00 00 T4 68.0000-64.00 00 T5 64.0000-60.00 00 T6 60.0000-56.00 00 T7 56.0000-52.00 00 T8 52.0000-48.00 00 T9 48.0000-44.00 00 T10 44.0000-40.00 00 T11 40.0000-36.50 00 T12 36.5000-32.50 00 T13 32.5000-29.00 00

Leg

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

0

1

0

1

0

0

1

0

1

0

1

0

0

1

0

U

1

Net Width Deduct mm 0

0

1

1

0

0

1

1

0

0

1

0

Mid Girt

U

Long Horizontal

Short Horizontal

U

1

Net Width Deduct mm 0

0.75

1

Net Width Deduct mm 0

0.75

Net Width Deduct mm 0

U

0

1

0

0.75

0

1

0

0.75

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

0.75

0

1

0

0.75

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

0

1

0

1

0

1

0

1

0

0.75

0

1

0

0.75

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Leg

13:51:22 09/24/13

Client

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

T14 29.0000-25.00 00 T15 25.0000-21.00 00 T16 21.0000-17.00 00 T17 17.0000-13.00 00 T18 13.0000-9.000 0 T19 9.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Tower Elevation m

9 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

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 80.0000-76.00 00 T2 76.0000-72.00 00 T3 72.0000-68.00 00 T4 68.0000-64.00 00 T5 64.0000-60.00 00 T6 60.0000-56.00 00 T7 56.0000-52.00 00 T8 52.0000-48.00 00 T9 48.0000-44.00 00

Leg Connection Type

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.

2

16 A394T0

2

16 A394T0

16 A394T0

2

16 A394T0

2

6

16 A394T0

2

16 A394T0

19 A394T0

8

16 A394T0

2

Sleeve SS

19 A394T0

8

16 A394T0

Sleeve SS

19 A394T0

8

Sleeve SS

19 A394T0

Sleeve SS

19 A394T0

Sleeve SS

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

0

16 A394T0

16 A394T0

0

2

16 A394T0

16 A394T0

2

2

16 A394T0

16 A394T0

2

8

16 A394T0

8

16 A394T0

6

Bolt Size mm 16 A394T0

No.

2

16 A394T0

16 A394T0

2

0

16 A394T0

16 A394T0

0

2

16 A394T0

16 A394T0

2

2

16 A394T0

2

16 A394T0

2

Bolt Size mm 16 A394T0

No.

0

16 A394T0

0

16 A394T0

0

16 A394T0

0

2

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

16 A394T0

0

2

0

2

0

0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T10 44.0000-40.00 00 T11 40.0000-36.50 00 T12 36.5000-32.50 00 T13 32.5000-29.00 00 T14 29.0000-25.00 00 T15 25.0000-21.00 00 T16 21.0000-17.00 00 T17 17.0000-13.00 00 T18 13.0000-9.000 0 T19 9.0000-0.0000

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg

Diagonal

Bolt Size mm 19 A394T0

No.

Sleeve SS

19 A394T0

Sleeve SS

Top Girt

Bolt Size mm 16 A394T0

No.

6

16 A394T0

19 A394T0

12

Sleeve SS

19 A394T0

Sleeve SS

Bottom Girt

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A394T0

No.

3

16 A394T0

0

16 A394T0

16 A394T0

3

16 A394T0

0

12

16 A394T0

3

16 A394T0

19 A394T0

6

16 A394T0

3

Sleeve SS

19 A394T0

6

16 A394T0

Sleeve SS

19 A394T0

12

Sleeve SS

19 A394T0

Sleeve SS Sleeve SS

Sleeve SS

13:51:22 09/24/13

Client

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

Leg Connection Type

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Tower Elevation m

10 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Mid Girt

Long Horizontal Short Horizontal

Bolt Size mm 16 A394T0

No.

0

16 A394T0

16 A394T0

0

0

16 A394T0

16 A394T0

0

3

16 A394T0

16 A394T0

3

16

16 A394T0

19 A394T0

8

19 A394T0

8

4

Ing. C. Londoño M.

Bolt Size mm 16 A394T0

No.

2

16 A394T0

16 A394T0

2

0

16 A394T0

16 A394T0

0

0

16 A394T0

16 A394T0

0

3

16 A394T0

16 A394T0

3

16 A394T0

3

2

Bolt Size mm 16 A394T0

No.

2

16 A394T0

0

16 A394T0

2

16 A394T0

0

2

16 A394T0

2

16 A394T0

0

16 A394T0

2

16 A394T0

3

16 A394T0

0

0

16 A394T0

2

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

3

16 A394T0

0

0

16 A394T0

0

16 A394T0

2

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A394T0

0

16 A394T0

2

16 A394T0

3

16 A394T0

0

2

0

2

0

0

Guy Data Guy Elevation

Guy Grade

m 64

EHS

A B C D

Guy Size

Initial Tension

16 16 16 16

kg 1923.23 1923.23 1923.23 1923.23

%

Guy Modulus

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

Guy Weight

Lu

Anchor Radius

kglm 1.21 1.21 1.21 1.21

m 73.3824 73.3824 73.3824 73.3824

m 39.0000 39.0000 39.0000 39.0000

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%

Page

Job

RISATower

11 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Guy Data(cont’d) Guy Elevation m

Mount Type

64

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 64.0000

Diagonal Grade

Diagonal Type

Upper Diagonal Size

A572-50 (344738 kPa)

Solid Round

Lower Diagonal Size

Is Strap.

Pull-Off Grade

Pull-Off Type

A572-50 (344738 kPa)

Solid Round

Pull-Off Size

Guy Data (cont’d) Guy Elevation m 64

Cable Weight A kg 88.78

Cable Weight B kg 88.78

Cable Weight C kg 88.78

Cable Weight D kg 88.78

Tower Intercept A m 1.6619 4.0 sec/pulse

Tower Intercept B m 1.6619 4.0 sec/pulse

Tower Intercept C m 1.6619 4.0 sec/pulse

Tower Intercept D m 1.6619 4.0 sec/pulse

Guy Data (cont’d) Guy Elevation m 64

Calc K Single Angles No

Calc K Solid Rounds No

Torque Arm Kx Ky

Kx

Pull Off Ky

Diagonal Kx Ky

1

1

1

1

Guy Data (cont’d) Guy Elevation m 64

Bolt Size mm 16 A394T0

Torque-Arm Number Net Width Deduct mm 0 0

U

Bolt Size mm

0.75

16 A394T0

Pull Off Number Net Width Deduct mm 0 0

U

Bolt Size mm

0.75

16 A394T0

Diagonal Number Net Width Deduct mm 0 0

U

0.75

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

12 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Guy Pressures Guy Elevation m 64

Guy Location A B C D

z

qz

m 32.0000 32.0000 32.0000 32.0000

kPa 0.95 0.95 0.95 0.95

qz Ice kPa

Ice Thickness mm

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

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

Face Allow or Shield Leg D No

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 73.0000 - 0.0000

2

2

Clear Spacing mm 15

Width or Perimeter Diameter mm mm 15

kglm 0.37

D

No

Ar (CfAe)

69.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

65.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

61.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

57.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

53.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

42.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

40.5000 - 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)

19.0000 - 0.0000

1

1

28

28

0.80

Feed Line/Linear Appurtenances Section Areas Tower Section

Weight

T1

Tower Elevation m 80.0000-76.0000

T2

76.0000-72.0000

T3

72.0000-68.0000

T4

68.0000-64.0000

Face

AR

AF

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

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.000 0.147 0.000 0.000 0.000 0.265

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

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

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

Weight kg 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.74 0.00 0.00 0.00 3.72 0.00 0.00 0.00 6.70

RISATower I. P. DOLMEN S.A.

Tower Section T5

Tower Elevation m 64.0000-60.0000

T6

60.0000-56.0000

T7

56.0000-52.0000

T8

52.0000-48.0000

T9

48.0000-44.0000

T10

44.0000-40.0000

T11

40.0000-36.5000

T12

36.5000-32.5000

T13

32.5000-29.0000

T14

29.0000-25.0000

T15

25.0000-21.0000

T16

21.0000-17.0000

T17

17.0000-13.0000

T18

13.0000-9.0000

T19

9.0000-0.0000

13 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

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

m2 0.000 0.000 0.000 0.383 0.000 0.000 0.000 0.501 0.000 0.000 0.000 0.619 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.744 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.773 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.940 0.000 0.000 0.000 0.997 0.000 0.000 0.000 0.997 0.000 0.000 0.000 2.243

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

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

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

Weight kg 0.00 0.00 0.00 9.67 0.00 0.00 0.00 12.65 0.00 0.00 0.00 15.63 0.00 0.00 0.00 17.86 0.00 0.00 0.00 17.86 0.00 0.00 0.00 18.79 0.00 0.00 0.00 19.16 0.00 0.00 0.00 22.32 0.00 0.00 0.00 19.53 0.00 0.00 0.00 22.32 0.00 0.00 0.00 22.32 0.00 0.00 0.00 23.93 0.00 0.00 0.00 25.54 0.00 0.00 0.00 25.54 0.00 0.00 0.00 57.46

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

14 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

13:51:22 09/24/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Ing. C. Londoño M.

Feed Line Center of Pressure Section

Elevation

CPX

CPZ

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

m 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

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

mm 0 8 41 72 98 126 153 157 158 165 176 206 198 223 228 263 296 312 492

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

CPZ Ice mm 0 8 41 72 98 126 153 157 158 165 176 206 198 223 228 263 296 312 492

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

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 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

Offsets: Horz Lateral Vert m m m 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

58.5000 73.0000

No Ice

0.3000

0.0800

24.00

0.0000

58.5000 73.0000

No Ice

0.3000

0.0800

24.00

0.0000

58.5000 69.0000

No Ice

0.3000

0.0800

24.00

RISATower

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

13:51:22 09/24/13

Client

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

Face or Leg

15 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Description

Page

Job

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Leg

2 ANT TV 0.30x1.20m (E)

A

From Leg

1 ANT TV 0.30x1.20m (E)

A

From Leg

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

58.5000 69.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 65.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 65.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 61.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 61.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 57.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 57.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 53.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 53.0000

No Ice

0.3000

0.0800

24.00

0.0000

41.5000 42.0000

No Ice

0.3000

0.0800

24.00

0.0000

40.5000

No Ice

0.3000

0.0800

24.00

0.0000

39.5000 39.0000

No Ice

0.1500

0.0400

12.00

Dishes Description

Face or Leg

Dish Type

Offset Type

8 FT DISH (1 ANT MW Ø2.40m E)

D

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

° Worst

°

m 19.0000

m 2.4384

No Ice

Aperture Area

Weight

m2 4.6730

kg 113.85

Page

Job

RISATower

16 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Tower Pressures - No Ice GH = 1.096 Section Elevation

z

KZ

qz

AG

m 78.0000

1.795

kPa 1.22

m2 16.955

T2 76.0000-72.00 00

74.0000

1.769

1.21

16.955

T3 72.0000-68.00 00

70.0000

1.741

1.19

16.955

T4 68.0000-64.00 00

66.0000

1.712

1.17

16.955

T5 64.0000-60.00 00

62.0000

1.681

1.15

16.980

T6 60.0000-56.00 00

58.0000

1.65

1.12

16.980

T7 56.0000-52.00 00

54.0000

1.616

1.10

16.980

T8 52.0000-48.00 00

50.0000

1.581

1.08

17.030

T9 48.0000-44.00 00

46.0000

1.544

1.05

17.030

T10 44.0000-40.00 00

42.0000

1.504

1.03

17.030

T11 40.0000-36.50 00

38.2500

1.465

1.00

16.038

T12 36.5000-32.50 00

34.5000

1.422

0.97

21.109

T13 32.5000-29.00 00

30.7500

1.376

0.94

20.955

T14 29.0000-25.00

27.0000

1.326

0.90

26.729

m T1 80.0000-76.00 00

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

AF

AR

Aleg

m2 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.973 1.973 1.973 1.973 1.971 1.971 1.971 1.971 1.971 1.971 1.971 1.971 2.191 2.191 2.191 2.191 2.186 2.186 2.186 2.186 2.186 2.186 2.186 2.186 2.255 2.255 2.255 2.255 2.590 2.590 2.590 2.590 2.701 2.701 2.701 2.701 3.063 3.063

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.000 0.147 0.000 0.000 0.000 0.265 0.000 0.000 0.000 0.383 0.000 0.000 0.000 0.501 0.000 0.000 0.000 0.619 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.744 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.773 0.000 0.000

m2 0.508

0.508

0.508

0.508

0.610

0.610

0.610

0.813

0.813

0.813

0.717

0.820

0.897

1.025

Leg %

27.27 27.27 27.27 27.27 27.27 27.27 27.27 26.84 27.27 27.27 27.27 25.27 27.27 27.27 27.27 23.87 30.89 30.89 30.89 25.87 30.93 30.93 30.93 24.66 30.93 30.93 30.93 23.54 37.09 37.09 37.09 28.04 37.18 37.18 37.18 28.09 37.18 37.18 37.18 27.74 31.81 31.81 31.81 23.80 31.66 31.66 31.66 23.60 33.20 33.20 33.20 25.81 33.46 33.46

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

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

z

m

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section Elevation

17 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

KZ

m

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

00 T15 25.0000-21.00 00

23.0000

1.267

0.86

30.703

T16 21.0000-17.00 00

19.0000

1.199

0.82

35.683

T17 17.0000-13.00 00

15.0000

1.121

0.76

40.663

T18 13.0000-9.000 0

11.0000

1.026

0.70

45.643

T19 9.0000-0.0000

4.5000

1

0.68

135.958

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

AF

AR

Aleg

m2 3.063 3.063 3.470 3.470 3.470 3.470 3.735 3.735 3.735 3.735 4.006 4.006 4.006 4.006 4.282 4.282 4.282 4.282 8.019 8.019 8.019 8.019

m2 0.000 0.884 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.940 0.000 0.000 0.000 0.997 0.000 0.000 0.000 0.997 0.000 0.000 0.000 2.243

m2

Leg %

33.46 25.96 29.98 29.98 29.98 23.90 27.86 27.86 27.86 22.25 25.97 25.97 25.97 20.80 24.30 24.30 24.30 19.71 31.65 31.65 31.65 24.73

1.040

1.040

1.040

1.040

2.538

13:51:22 09/24/13 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

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

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

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

Tower Pressure - Service GH = 1.096 Section Elevation

z

KZ

qz

AG

m 78.0000

1.795

kPa 0.31

m2 16.955

T2 76.0000-72.00 00

74.0000

1.769

0.30

16.955

T3 72.0000-68.00 00

70.0000

1.741

0.30

16.955

T4 68.0000-64.00 00

66.0000

1.712

0.29

16.955

T5 64.0000-60.00 00

62.0000

1.681

0.29

16.980

T6 60.0000-56.00 00

58.0000

1.65

0.28

16.980

T7

54.0000

1.616

0.28

16.980

m T1 80.0000-76.00 00

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

AF

AR

Aleg

m2 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.973 1.973 1.973 1.973 1.971 1.971 1.971 1.971 1.971

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.000 0.147 0.000 0.000 0.000 0.265 0.000 0.000 0.000 0.383 0.000 0.000 0.000 0.501 0.000

m2 0.508

0.508

0.508

0.508

0.610

0.610

0.610

Leg %

27.27 27.27 27.27 27.27 27.27 27.27 27.27 26.84 27.27 27.27 27.27 25.27 27.27 27.27 27.27 23.87 30.89 30.89 30.89 25.87 30.93 30.93 30.93 24.66 30.93

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

z

m 56.0000-52.00 00

m

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section Elevation

18 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

KZ

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T8 52.0000-48.00 00

50.0000

1.581

0.27

17.030

T9 48.0000-44.00 00

46.0000

1.544

0.26

17.030

T10 44.0000-40.00 00

42.0000

1.504

0.26

17.030

T11 40.0000-36.50 00

38.2500

1.465

0.25

16.038

T12 36.5000-32.50 00

34.5000

1.422

0.24

21.109

T13 32.5000-29.00 00

30.7500

1.376

0.23

20.955

T14 29.0000-25.00 00

27.0000

1.326

0.23

26.729

T15 25.0000-21.00 00

23.0000

1.267

0.22

30.703

T16 21.0000-17.00 00

19.0000

1.199

0.20

35.683

T17 17.0000-13.00 00

15.0000

1.121

0.19

40.663

T18 13.0000-9.000 0

11.0000

1.026

0.17

45.643

T19 9.0000-0.0000

4.5000

1

0.17

135.958

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

AF

AR

Aleg

m2 1.971 1.971 1.971 2.191 2.191 2.191 2.191 2.186 2.186 2.186 2.186 2.186 2.186 2.186 2.186 2.255 2.255 2.255 2.255 2.590 2.590 2.590 2.590 2.701 2.701 2.701 2.701 3.063 3.063 3.063 3.063 3.470 3.470 3.470 3.470 3.735 3.735 3.735 3.735 4.006 4.006 4.006 4.006 4.282 4.282 4.282 4.282 8.019 8.019 8.019 8.019

m2 0.000 0.000 0.619 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.744 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.773 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.940 0.000 0.000 0.000 0.997 0.000 0.000 0.000 0.997 0.000 0.000 0.000 2.243

m2

0.813

0.813

0.813

0.717

0.820

0.897

1.025

1.040

1.040

1.040

1.040

2.538

Leg %

30.93 30.93 23.54 37.09 37.09 37.09 28.04 37.18 37.18 37.18 28.09 37.18 37.18 37.18 27.74 31.81 31.81 31.81 23.80 31.66 31.66 31.66 23.60 33.20 33.20 33.20 25.81 33.46 33.46 33.46 25.96 29.98 29.98 29.98 23.90 27.86 27.86 27.86 22.25 25.97 25.97 25.97 20.80 24.30 24.30 24.30 19.71 31.65 31.65 31.65 24.73

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

13:51:22 09/24/13 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

Page

Job

RISATower

19 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

13:51:22 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

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

Add Weight

m

kg

Self Weight

T1 80.0000-76.00 00

0.00

kg 1223.17

T2 76.0000-72.00 00

0.74

1223.17

T3 72.0000-68.00 00

3.72

1223.17

T4 68.0000-64.00 00

6.70

1223.17

T5 64.0000-60.00 00

9.67

1269.36

T6 60.0000-56.00 00

12.65

1269.36

T7 56.0000-52.00 00

15.63

1269.36

T8 52.0000-48.00 00

17.86

1360.51

T9 48.0000-44.00 00

17.86

1360.51

T10 44.0000-40.00 00

18.79

1360.51

T11 40.0000-36.50 00

19.16

1359.36

T12 36.5000-32.50 00

22.32

1560.57

T13 32.5000-29.00 00

19.53

1766.99

T14 29.0000-25.00 00

22.32

1996.86

T15

22.32

2208.60

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

e

0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.112 0.11 0.11 0.11 0.119 0.11 0.11 0.11 0.126 0.116 0.116 0.116 0.139 0.116 0.116 0.116 0.146 0.116 0.116 0.116 0.153 0.129 0.129 0.129 0.17 0.128 0.128 0.128 0.17 0.128 0.128 0.128 0.172 0.141 0.141 0.141 0.188 0.123 0.123 0.123 0.165 0.129 0.129 0.129 0.166 0.115 0.115 0.115 0.148 0.113

CF

RR

3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.391 3.4 3.4 3.4 3.357 3.4 3.4 3.4 3.322 3.368 3.368 3.368 3.258 3.369 3.369 3.369 3.226 3.369 3.369 3.369 3.193 3.307 3.307 3.307 3.112 3.308 3.308 3.308 3.113 3.308 3.308 3.308 3.103 3.249 3.249 3.249 3.033 3.336 3.336 3.336 3.137 3.306 3.306 3.306 3.132 3.376 3.376 3.376 3.216 3.384

0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.577 0.576 0.576 0.576 0.578 0.577 0.577 0.577 0.58 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.582 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.58 0.58 0.58 0.588 0.578 0.578 0.578 0.584 0.578 0.578 0.578 0.584 0.577 0.577 0.577 0.581 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

AE

F

w

Ctrl. Face

m2 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.880 1.863 1.863 1.863 1.948 1.863 1.863 1.863 2.016 1.973 1.973 1.973 2.196 1.971 1.971 1.971 2.262 1.971 1.971 1.971 2.331 2.191 2.191 2.191 2.605 2.186 2.186 2.186 2.600 2.186 2.186 2.186 2.622 2.255 2.255 2.255 2.701 2.590 2.590 2.590 3.106 2.701 2.701 2.701 3.152 3.063 3.063 3.063 3.576 3.470

kg 866.36

kglm 216.59

D

859.00

214.75

D

867.12

216.78

D

873.54

218.39

D

916.25

229.06

D

916.91

229.23

D

916.45

229.11

D

976.34

244.08

D

951.90

237.97

D

932.31

233.08

D

913.96

261.13

D

1055.57

263.89

D

1034.90

295.68

D

1161.70

290.43

D

1246.39

311.60

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m 25.0000-21.00 00

kg

kg

T16 21.0000-17.00 00

23.93

2442.21

T17 17.0000-13.00 00

25.54

2655.67

T18 13.0000-9.000 0

25.54

2872.20

T19 9.0000-0.0000

57.46

4232.66

Sum Weight:

341.73

33877.40

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

20 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

13:51:22 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.113 0.113 0.142 0.105 0.105 0.105 0.131 0.099 0.099 0.099 0.123 0.094 0.094 0.094 0.116 0.059 0.059 0.059 0.075

CF

RR

3.384 3.384 3.244 3.426 3.426 3.426 3.296 3.458 3.458 3.458 3.335 3.482 3.482 3.482 3.371 3.666 3.666 3.666 3.577

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

DF

DR

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

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

Designed by

Ing. C. Londoño M.

AE

F

w

Ctrl. Face

m2 3.470 3.470 3.982 3.735 3.735 3.735 4.279 4.006 4.006 4.006 4.581 4.282 4.282 4.282 4.856 8.019 8.019 8.019 9.303

kg

kglm

1288.25

322.06

D

1304.56

326.14

D

1279.46

319.86

D

2535.37

281.71

D

20896.32

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

Add Weight

m

kg

Self Weight

T1 80.0000-76.00 00

0.00

kg 1223.17

T2 76.0000-72.00 00

0.74

1223.17

T3 72.0000-68.00 00

3.72

1223.17

T4 68.0000-64.00 00

6.70

1223.17

T5 64.0000-60.00 00

9.67

1269.36

T6 60.0000-56.00 00

12.65

1269.36

T7 56.0000-52.00 00

15.63

1269.36

T8

17.86

1360.51

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

e

0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.112 0.11 0.11 0.11 0.119 0.11 0.11 0.11 0.126 0.116 0.116 0.116 0.139 0.116 0.116 0.116 0.146 0.116 0.116 0.116 0.153 0.129

CF

RR

DF

DR

3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.391 3.4 3.4 3.4 3.357 3.4 3.4 3.4 3.322 3.368 3.368 3.368 3.258 3.369 3.369 3.369 3.226 3.369 3.369 3.369 3.193 3.307

0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.577 0.576 0.576 0.576 0.578 0.577 0.577 0.577 0.58 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.582 0.578

1.082 1.082 1.082 1.082 1.082 1.082 1.082 1.084 1.082 1.082 1.082 1.089 1.082 1.082 1.082 1.094 1.087 1.087 1.087 1.104 1.087 1.087 1.087 1.109 1.087 1.087 1.087 1.114 1.097

1.082 1.082 1.082 1.082 1.082 1.082 1.082 1.084 1.082 1.082 1.082 1.089 1.082 1.082 1.082 1.094 1.087 1.087 1.087 1.104 1.087 1.087 1.087 1.109 1.087 1.087 1.087 1.114 1.097

AE

F

w

Ctrl. Face

m2 2.017 2.017 2.017 2.017 2.017 2.017 2.017 2.038 2.017 2.017 2.017 2.121 2.017 2.017 2.017 2.206 2.145 2.145 2.145 2.424 2.142 2.142 2.142 2.509 2.142 2.142 2.142 2.598 2.403

kg 937.76

kglm 234.44

D

930.91

232.73

D

944.24

236.06

D

955.78

238.95

D

1011.62

252.90

D

1017.01

254.25

D

1021.27

255.32

D

1100.97

275.24

D

RISATower

Page

Job

21 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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 52.0000-48.00 00

kg

kg

T9 48.0000-44.00 00

17.86

1360.51

T10 44.0000-40.00 00

18.79

1360.51

T11 40.0000-36.50 00

19.16

1359.36

T12 36.5000-32.50 00

22.32

1560.57

T13 32.5000-29.00 00

19.53

1766.99

T14 29.0000-25.00 00

22.32

1996.86

T15 25.0000-21.00 00

22.32

2208.60

T16 21.0000-17.00 00

23.93

2442.21

T17 17.0000-13.00 00

25.54

2655.67

T18 13.0000-9.000 0

25.54

2872.20

T19 9.0000-0.0000

57.46

4232.66

Sum Weight:

341.73

33877.40

13:51:22 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.129 0.129 0.17 0.128 0.128 0.128 0.17 0.128 0.128 0.128 0.172 0.141 0.141 0.141 0.188 0.123 0.123 0.123 0.165 0.129 0.129 0.129 0.166 0.115 0.115 0.115 0.148 0.113 0.113 0.113 0.142 0.105 0.105 0.105 0.131 0.099 0.099 0.099 0.123 0.094 0.094 0.094 0.116 0.059 0.059 0.059 0.075

CF

RR

DF

DR

3.307 3.307 3.112 3.308 3.308 3.308 3.113 3.308 3.308 3.308 3.103 3.249 3.249 3.249 3.033 3.336 3.336 3.336 3.137 3.306 3.306 3.306 3.132 3.376 3.376 3.376 3.216 3.384 3.384 3.384 3.244 3.426 3.426 3.426 3.296 3.458 3.458 3.458 3.335 3.482 3.482 3.482 3.371 3.666 3.666 3.666 3.577

0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.58 0.58 0.58 0.588 0.578 0.578 0.578 0.584 0.578 0.578 0.578 0.584 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.58 0.576 0.576 0.576 0.579 0.575 0.575 0.575 0.578 0.574 0.574 0.574 0.577 0.572 0.572 0.572 0.573

1.097 1.097 1.128 1.096 1.096 1.096 1.127 1.096 1.096 1.096 1.129 1.105 1.105 1.105 1.141 1.092 1.092 1.092 1.123 1.097 1.097 1.097 1.124 1.086 1.086 1.086 1.111 1.085 1.085 1.085 1.106 1.078 1.078 1.078 1.098 1.074 1.074 1.074 1.092 1.07 1.07 1.07 1.087 1.044 1.044 1.044 1.057

1.097 1.097 1.128 1.096 1.096 1.096 1.127 1.096 1.096 1.096 1.129 1.105 1.105 1.105 1.141 1.092 1.092 1.092 1.123 1.097 1.097 1.097 1.124 1.086 1.086 1.086 1.111 1.085 1.085 1.085 1.106 1.078 1.078 1.078 1.098 1.074 1.074 1.074 1.092 1.07 1.07 1.07 1.087 1.044 1.044 1.044 1.057

Designed by

Ing. C. Londoño M.

AE

F

w

Ctrl. Face

m2 2.403 2.403 2.938 2.397 2.397 2.397 2.931 2.397 2.397 2.397 2.960 2.493 2.493 2.493 3.082 2.828 2.828 2.828 3.489 2.962 2.962 2.962 3.544 3.326 3.326 3.326 3.972 3.764 3.764 3.764 4.406 4.028 4.028 4.028 4.699 4.302 4.302 4.302 5.004 4.583 4.583 4.583 5.278 8.373 8.373 8.373 9.830

kg

kglm

1073.20

268.30

D

1052.63

263.16

D

1042.77

297.93

D

1185.84

296.46

D

1163.57

332.45

D

1290.35

322.59

D

1378.94

344.73

D

1414.83

353.71

D

1424.92

356.23

D

1390.42

347.61

D

2678.89

297.65

D

23015.93

Tower Forces - Service - Wind Normal To Face Section Elevation

Add Weight

m

kg T1

0.00

Self Weight kg 1223.17

F a c e A

e

0.11

CF

3.4

RR

0.576

DF

DR

1

1

AE

F

m2 1.863

kg 216.59

w

kglm 54.15

Ctrl. Face

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m 80.0000-76.00 00

kg

kg

T2 76.0000-72.00 00

0.74

1223.17

T3 72.0000-68.00 00

3.72

1223.17

T4 68.0000-64.00 00

6.70

1223.17

T5 64.0000-60.00 00

9.67

1269.36

T6 60.0000-56.00 00

12.65

1269.36

T7 56.0000-52.00 00

15.63

1269.36

T8 52.0000-48.00 00

17.86

1360.51

T9 48.0000-44.00 00

17.86

1360.51

T10 44.0000-40.00 00

18.79

1360.51

T11 40.0000-36.50 00

19.16

1359.36

T12 36.5000-32.50 00

22.32

1560.57

T13 32.5000-29.00 00

19.53

1766.99

T14 29.0000-25.00 00

22.32

1996.86

T15 25.0000-21.00 00

22.32

2208.60

T16

23.93

2442.21

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

22 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

13:51:22 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.11 0.11 0.11 0.11 0.11 0.11 0.112 0.11 0.11 0.11 0.119 0.11 0.11 0.11 0.126 0.116 0.116 0.116 0.139 0.116 0.116 0.116 0.146 0.116 0.116 0.116 0.153 0.129 0.129 0.129 0.17 0.128 0.128 0.128 0.17 0.128 0.128 0.128 0.172 0.141 0.141 0.141 0.188 0.123 0.123 0.123 0.165 0.129 0.129 0.129 0.166 0.115 0.115 0.115 0.148 0.113 0.113 0.113 0.142 0.105

CF

RR

3.4 3.4 3.4 3.4 3.4 3.4 3.391 3.4 3.4 3.4 3.357 3.4 3.4 3.4 3.322 3.368 3.368 3.368 3.258 3.369 3.369 3.369 3.226 3.369 3.369 3.369 3.193 3.307 3.307 3.307 3.112 3.308 3.308 3.308 3.113 3.308 3.308 3.308 3.103 3.249 3.249 3.249 3.033 3.336 3.336 3.336 3.137 3.306 3.306 3.306 3.132 3.376 3.376 3.376 3.216 3.384 3.384 3.384 3.244 3.426

0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.577 0.576 0.576 0.576 0.578 0.577 0.577 0.577 0.58 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.582 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.58 0.58 0.58 0.588 0.578 0.578 0.578 0.584 0.578 0.578 0.578 0.584 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.58 0.576

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 1.863 1.863 1.863 1.863 1.863 1.863 1.880 1.863 1.863 1.863 1.948 1.863 1.863 1.863 2.016 1.973 1.973 1.973 2.196 1.971 1.971 1.971 2.262 1.971 1.971 1.971 2.331 2.191 2.191 2.191 2.605 2.186 2.186 2.186 2.600 2.186 2.186 2.186 2.622 2.255 2.255 2.255 2.701 2.590 2.590 2.590 3.106 2.701 2.701 2.701 3.152 3.063 3.063 3.063 3.576 3.470 3.470 3.470 3.982 3.735

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

214.75

53.69

D

216.78

54.20

D

218.39

54.60

D

229.06

57.27

D

229.23

57.31

D

229.11

57.28

D

244.08

61.02

D

237.97

59.49

D

233.08

58.27

D

228.49

65.28

D

263.89

65.97

D

258.72

73.92

D

290.43

72.61

D

311.60

77.90

D

322.06

80.52

D

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Self Weight

m 21.0000-17.00 00

kg

kg

13:51:22 09/24/13

Client

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

Add Weight

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section Elevation

23 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

T17 17.0000-13.00 00

25.54

2655.67

T18 13.0000-9.000 0

25.54

2872.20

T19 9.0000-0.0000

57.46

4232.66

Sum Weight:

341.73

33877.40

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

e

0.105 0.105 0.131 0.099 0.099 0.099 0.123 0.094 0.094 0.094 0.116 0.059 0.059 0.059 0.075

CF

RR

3.426 3.426 3.296 3.458 3.458 3.458 3.335 3.482 3.482 3.482 3.371 3.666 3.666 3.666 3.577

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

DF

DR

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

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

AE

F

w

m2 3.735 3.735 4.279 4.006 4.006 4.006 4.581 4.282 4.282 4.282 4.856 8.019 8.019 8.019 9.303

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

326.14

81.53

D

319.86

79.97

D

633.84

70.43

D

5224.08

Tower Forces - Service - Wind 45 To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 80.0000-76.00 00

0.00

kg 1223.17

T2 76.0000-72.00 00

0.74

1223.17

T3 72.0000-68.00 00

3.72

1223.17

T4 68.0000-64.00 00

6.70

1223.17

T5 64.0000-60.00 00

9.67

1269.36

T6 60.0000-56.00 00

12.65

1269.36

T7 56.0000-52.00 00

15.63

1269.36

T8 52.0000-48.00 00

17.86

1360.51

T9

17.86

1360.51

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

e

0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.112 0.11 0.11 0.11 0.119 0.11 0.11 0.11 0.126 0.116 0.116 0.116 0.139 0.116 0.116 0.116 0.146 0.116 0.116 0.116 0.153 0.129 0.129 0.129 0.17 0.128

CF

3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.391 3.4 3.4 3.4 3.357 3.4 3.4 3.4 3.322 3.368 3.368 3.368 3.258 3.369 3.369 3.369 3.226 3.369 3.369 3.369 3.193 3.307 3.307 3.307 3.112 3.308

RR

0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.577 0.576 0.576 0.576 0.578 0.577 0.577 0.577 0.58 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.582 0.578 0.578 0.578 0.585 0.578

DF

1.082 1.082 1.082 1.082 1.082 1.082 1.082 1.084 1.082 1.082 1.082 1.089 1.082 1.082 1.082 1.094 1.087 1.087 1.087 1.104 1.087 1.087 1.087 1.109 1.087 1.087 1.087 1.114 1.097 1.097 1.097 1.128 1.096

DR

1.082 1.082 1.082 1.082 1.082 1.082 1.082 1.084 1.082 1.082 1.082 1.089 1.082 1.082 1.082 1.094 1.087 1.087 1.087 1.104 1.087 1.087 1.087 1.109 1.087 1.087 1.087 1.114 1.097 1.097 1.097 1.128 1.096

AE

F

w

Ctrl. Face

m2 2.017 2.017 2.017 2.017 2.017 2.017 2.017 2.038 2.017 2.017 2.017 2.121 2.017 2.017 2.017 2.206 2.145 2.145 2.145 2.424 2.142 2.142 2.142 2.509 2.142 2.142 2.142 2.598 2.403 2.403 2.403 2.938 2.397

kg 234.44

kglm 58.61

D

232.73

58.18

D

236.06

59.02

D

238.95

59.74

D

252.90

63.23

D

254.25

63.56

D

255.32

63.83

D

275.24

68.81

D

268.30

67.07

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m 48.0000-44.00 00

kg

kg

T10 44.0000-40.00 00

18.79

1360.51

T11 40.0000-36.50 00

19.16

1359.36

T12 36.5000-32.50 00

22.32

1560.57

T13 32.5000-29.00 00

19.53

1766.99

T14 29.0000-25.00 00

22.32

1996.86

T15 25.0000-21.00 00

22.32

2208.60

T16 21.0000-17.00 00

23.93

2442.21

T17 17.0000-13.00 00

25.54

2655.67

T18 13.0000-9.000 0

25.54

2872.20

T19 9.0000-0.0000

57.46

4232.66

Sum Weight:

341.73

33877.40

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

24 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

13:51:22 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.128 0.128 0.17 0.128 0.128 0.128 0.172 0.141 0.141 0.141 0.188 0.123 0.123 0.123 0.165 0.129 0.129 0.129 0.166 0.115 0.115 0.115 0.148 0.113 0.113 0.113 0.142 0.105 0.105 0.105 0.131 0.099 0.099 0.099 0.123 0.094 0.094 0.094 0.116 0.059 0.059 0.059 0.075

CF

RR

DF

DR

3.308 3.308 3.113 3.308 3.308 3.308 3.103 3.249 3.249 3.249 3.033 3.336 3.336 3.336 3.137 3.306 3.306 3.306 3.132 3.376 3.376 3.376 3.216 3.384 3.384 3.384 3.244 3.426 3.426 3.426 3.296 3.458 3.458 3.458 3.335 3.482 3.482 3.482 3.371 3.666 3.666 3.666 3.577

0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.58 0.58 0.58 0.588 0.578 0.578 0.578 0.584 0.578 0.578 0.578 0.584 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.58 0.576 0.576 0.576 0.579 0.575 0.575 0.575 0.578 0.574 0.574 0.574 0.577 0.572 0.572 0.572 0.573

1.096 1.096 1.127 1.096 1.096 1.096 1.129 1.105 1.105 1.105 1.141 1.092 1.092 1.092 1.123 1.097 1.097 1.097 1.124 1.086 1.086 1.086 1.111 1.085 1.085 1.085 1.106 1.078 1.078 1.078 1.098 1.074 1.074 1.074 1.092 1.07 1.07 1.07 1.087 1.044 1.044 1.044 1.057

1.096 1.096 1.127 1.096 1.096 1.096 1.129 1.105 1.105 1.105 1.141 1.092 1.092 1.092 1.123 1.097 1.097 1.097 1.124 1.086 1.086 1.086 1.111 1.085 1.085 1.085 1.106 1.078 1.078 1.078 1.098 1.074 1.074 1.074 1.092 1.07 1.07 1.07 1.087 1.044 1.044 1.044 1.057

AE

F

w

m2 2.397 2.397 2.931 2.397 2.397 2.397 2.960 2.493 2.493 2.493 3.082 2.828 2.828 2.828 3.489 2.962 2.962 2.962 3.544 3.326 3.326 3.326 3.972 3.764 3.764 3.764 4.406 4.028 4.028 4.028 4.699 4.302 4.302 4.302 5.004 4.583 4.583 4.583 5.278 8.373 8.373 8.373 9.830

kg

kglm

Designed by

Ing. C. Londoño M.

Ctrl. Face

263.16

65.79

D

260.69

74.48

D

296.46

74.12

D

290.89

83.11

D

322.59

80.65

D

344.73

86.18

D

353.71

88.43

D

356.23

89.06

D

347.61

86.90

D

669.72

74.41

D

5753.98

Mast Vectors - No Ice Section No. T1

Section Elevation m 80.0000-76.0000

T2

76.0000-72.0000

Wind Azimuth ° 0 45 90 0 45 90

Directionality

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

F

Vx

Vz

OTMx

OTMz

Torque

kg 866.36 937.76 866.36 859.00 930.91 859.00

kg

kg -866.36 -663.10 0.00 -859.00 -658.25 0.00

kg-m -67576 -51722 0 -63564 -48709 2

kg-m

kg-m

0.00 663.10 866.36 0.00 658.25 859.00

0 -51722 -67576 0 -48711 -63566

0 0 0 0 5 7

RISATower I. P. DOLMEN S.A.

Section No. T3

Section Elevation m 72.0000-68.0000

T4

68.0000-64.0000

T5

64.0000-60.0000

T6

60.0000-56.0000

T7

56.0000-52.0000

T8

52.0000-48.0000

T9

48.0000-44.0000

T10

44.0000-40.0000

T11

40.0000-36.5000

T12

36.5000-32.5000

T13

32.5000-29.0000

T14

29.0000-25.0000

T15

25.0000-21.0000

T16

21.0000-17.0000

T17

17.0000-13.0000

T18

13.0000-9.0000

T19

9.0000-0.0000

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

25 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

Page

Job

13:51:22 09/24/13

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

F kg 867.12 944.24 867.12 873.54 955.78 873.54 916.25 1011.62 916.25 916.91 1017.01 916.91 916.45 1021.27 916.45 976.34 1100.97 976.34 951.90 1073.20 951.90 932.31 1052.63 932.31 913.96 1042.77 913.96 1055.57 1185.84 1055.57 1034.90 1163.57 1034.90 1161.70 1290.35 1161.70 1246.39 1378.94 1246.39 1288.25 1414.83 1288.25 1304.56 1424.92 1304.56 1279.46 1390.42 1279.46 2535.37 2678.89 2535.37

Vx kg 0.00 667.68 867.12 0.00 675.84 873.54 0.00 715.32 916.25 0.00 719.14 916.91 0.00 722.15 916.45 0.00 778.50 976.34 0.00 758.86 951.90 0.00 744.32 932.31 0.00 737.35 913.96 0.00 838.52 1055.57 0.00 822.77 1034.90 0.00 912.41 1161.70 0.00 975.06 1246.39 0.00 1000.44 1288.25 0.00 1007.57 1304.56 0.00 983.18 1279.46 0.00 1894.26 2535.37

Vz kg -867.12 -667.68 0.00 -873.54 -675.84 0.00 -916.25 -715.32 0.00 -916.91 -719.14 0.00 -916.45 -722.15 0.00 -976.34 -778.50 0.00 -951.90 -758.86 0.00 -932.31 -744.32 0.00 -913.96 -737.35 0.00 -1055.57 -838.52 0.00 -1034.90 -822.77 0.00 -1161.70 -912.41 0.00 -1246.39 -975.06 0.00 -1288.25 -1000.44 0.00 -1304.56 -1007.57 0.00 -1279.46 -983.18 0.00 -2535.37 -1894.26 0.00

Designed by

Ing. C. Londoño M.

OTMx

OTMz

Torque

kg-m -60691 -46730 8 -57640 -44591 14 -56787 -44330 20 -53154 -41683 27 -49455 -38963 33 -48779 -38888 38 -43750 -34870 38 -39117 -31222 40 -34915 -28160 44 -36359 -28870 58 -31765 -25242 58 -31292 -24561 74 -28582 -22341 85 -24370 -18902 106 -19439 -14985 129 -13929 -10670 145 -10977 -8092 432

kg-m

kg-m

0 -46738 -60699 0 -44606 -57654 0 -44350 -56808 0 -41710 -53181 0 -38996 -49488 0 -38925 -48817 0 -34908 -43787 0 -31261 -39157 0 -28204 -34959 0 -28929 -36417 0 -25300 -31823 0 -24635 -31366 0 -22426 -28667 0 -19008 -24477 0 -15114 -19568 0 -10815 -14074 0 -8524 -11409

0 27 35 0 49 63 0 70 89 0 91 115 0 111 141 0 122 154 0 120 150 0 123 154 0 130 161 0 173 217 0 163 205 0 203 259 0 222 284 0 263 339 0 298 386 0 307 399 0 931 1246

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

26 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

13:51:22 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Mast Totals - No Ice Wind Azimuth °

Vx kg

0 45 90

0.00 16274.72 20896.32

Vz kg -20896.32 -16274.72 0.00

OTMx

OTMz

Torque

kg-m -772142 -603531 1350

kg-m

kg-m

0 -604881 -773492

0 3409 4406

Mast Vectors - Service Section No. T1

Section Elevation m 80.0000-76.0000

T2

76.0000-72.0000

T3

72.0000-68.0000

T4

68.0000-64.0000

T5

64.0000-60.0000

T6

60.0000-56.0000

T7

56.0000-52.0000

T8

52.0000-48.0000

T9

48.0000-44.0000

T10

44.0000-40.0000

T11

40.0000-36.5000

T12

36.5000-32.5000

T13

32.5000-29.0000

T14

29.0000-25.0000

T15

25.0000-21.0000

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

Directionality

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

F

Vx

Vz

OTMx

OTMz

Torque

kg 216.59 234.44 216.59 214.75 232.73 214.75 216.78 236.06 216.78 218.39 238.95 218.39 229.06 252.90 229.06 229.23 254.25 229.23 229.11 255.32 229.11 244.08 275.24 244.08 237.97 268.30 237.97 233.08 263.16 233.08 228.49 260.69 228.49 263.89 296.46 263.89 258.72 290.89 258.72 290.43 322.59 290.43 311.60

kg

kg -216.59 -165.77 0.00 -214.75 -164.56 0.00 -216.78 -166.92 0.00 -218.39 -168.96 0.00 -229.06 -178.83 0.00 -229.23 -179.78 0.00 -229.11 -180.54 0.00 -244.08 -194.63 0.00 -237.97 -189.72 0.00 -233.08 -186.08 0.00 -228.49 -184.34 0.00 -263.89 -209.63 0.00 -258.72 -205.69 0.00 -290.43 -228.10 0.00 -311.60

kg-m -16894 -12930 0 -15890 -12176 2 -15167 -11677 8 -14399 -11137 14 -14182 -11067 20 -13269 -10401 27 -12339 -9716 33 -12167 -9694 38 -10909 -8689 38 -9750 -7776 40 -8696 -7007 44 -9046 -7174 58 -7898 -6267 58 -7768 -6085 74 -7082

kg-m

kg-m

0.00 165.77 216.59 0.00 164.56 214.75 0.00 166.92 216.78 0.00 168.96 218.39 0.00 178.83 229.06 0.00 179.78 229.23 0.00 180.54 229.11 0.00 194.63 244.08 0.00 189.72 237.97 0.00 186.08 233.08 0.00 184.34 228.49 0.00 209.63 263.89 0.00 205.69 258.72 0.00 228.10 290.43 0.00

0 -12930 -16894 0 -12178 -15891 0 -11684 -15175 0 -11151 -14413 0 -11087 -14202 0 -10427 -13295 0 -9749 -12372 0 -9731 -12204 0 -8727 -10947 0 -7815 -9789 0 -7051 -8740 0 -7232 -9104 0 -6325 -7956 0 -6159 -7841 0

0 0 0 0 1 2 0 7 9 0 12 16 0 17 22 0 23 29 0 28 35 0 31 38 0 30 38 0 31 39 0 32 40 0 43 54 0 41 51 0 51 65 0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T16

21.0000-17.0000

T17

17.0000-13.0000

T18

13.0000-9.0000

T19

9.0000-0.0000

13:51:22 09/24/13

Client

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

Section Elevation m

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section No.

27 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

Directionality

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

F

Vx

Vz

OTMx

OTMz

kg 344.73 311.60 322.06 353.71 322.06 326.14 356.23 326.14 319.86 347.61 319.86 633.84 669.72 633.84

kg 243.76 311.60 0.00 250.11 322.06 0.00 251.89 326.14 0.00 245.79 319.86 0.00 473.56 633.84

kg -243.76 0.00 -322.06 -250.11 0.00 -326.14 -251.89 0.00 -319.86 -245.79 0.00 -633.84 -473.56 0.00

kg-m -5522 85 -6013 -4646 106 -4763 -3649 129 -3374 -2559 145 -2420 -1699 432

kg-m -5607 -7167 0 -4752 -6119 0 -3778 -4892 0 -2704 -3519 0 -2131 -2852

Designed by

Ing. C. Londoño M.

Torque kg-m

Mast Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -5224.08 -4068.68 0.00

kg-m -192023 -149870 1350

kg-m

kg-m

0.00 4068.68 5224.08

0 -151220 -193373

0 852 1102

Discrete Appurtenance Pressures - No Ice Description

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m

Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 Sum Weight:

Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 348.00

Offsetx

Offsetz

m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766

m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766

z m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500

Kz 1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476

qz kPa 1.17 1.17 1.16 1.16 1.14 1.14 1.13 1.13 1.12 1.12 1.11 1.11 1.02 1.01 1.01

GH = 1.096

CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500

CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400

56 71 0 66 85 0 75 97 0 77 100 0 233 312

Page

Job

RISATower

28 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 27.63 39.08

Vz

kg 10.42 7.37 0.00

OTMx

kg 0.00 27.63 39.08

OTMz

kg-m -10.42 -7.37 0.00

Torque

kg-m -685 -484 0

kg-m 70 -1747 -2500

-30 -21 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 39.08 27.63 0.00

Vz

kg 0.00 7.37 10.42

OTMx

kg 0.00 7.37 10.42

OTMz

kg-m -39.08 -27.63 0.00

Torque

kg-m -2519 -1766 50

kg-m 0 -484 -685

0 15 22

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 27.39 38.73

Vz

kg 10.33 7.30 0.00

OTMx

kg 0.00 27.39 38.73

OTMz

kg-m -10.33 -7.30 0.00

Torque

kg-m -658 -466 0

kg-m 70 -1676 -2400

-30 -21 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 38.73 27.39 0.00

Vz

kg 0.00 7.30 10.33

OTMx

kg 0.00 7.30 10.33

OTMz

kg-m -38.73 -27.39 0.00

Torque

kg-m -2419 -1696 50

kg-m 0 -466 -658

0 15 22

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 27.08 38.29

Vz

kg 10.21 7.22 0.00

OTMx

kg 0.00 27.08 38.29

OTMz

kg-m -10.21 -7.22 0.00

Torque

kg-m -625 -442 0

kg-m 70 -1589 -2276

-30 -21 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 38.29 27.08 0.00

Vz

kg 0.00 7.22 10.21

OTMx

kg 0.00 7.22 10.21

OTMz

kg-m -38.29 -27.08 0.00

Torque

kg-m -2295 -1608 50

kg-m 0 -442 -625

0 15 21

Page

Job

RISATower

29 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.82 37.93

Vz

kg 10.11 7.15 0.00

OTMx

kg 0.00 26.82 37.93

OTMz

kg-m -10.11 -7.15 0.00

Torque

kg-m -599 -424 0

kg-m 70 -1520 -2178

-29 -21 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 37.93 26.82 0.00

Vz

kg 0.00 7.15 10.11

OTMx

kg 0.00 7.15 10.11

OTMz

kg-m -37.93 -26.82 0.00

Torque

kg-m -2197 -1539 50

kg-m 0 -424 -599

0 15 21

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.49 37.47

Vz

kg 9.99 7.06 0.00

OTMx

kg 0.00 26.49 37.47

OTMz

kg-m -9.99 -7.06 0.00

Torque

kg-m -567 -401 0

kg-m 70 -1434 -2057

-29 -20 0

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 37.47 26.49 0.00

Vz

kg 0.00 7.06 9.99

OTMx

kg 0.00 7.06 9.99

OTMz

kg-m -37.47 -26.49 0.00

Torque

kg-m -2076 -1453 50

kg-m 0 -401 -567

0 15 21

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.22 37.08

Vz

kg 9.89 6.99 0.00

OTMx

kg 0.00 26.22 37.08

OTMz

kg-m -9.89 -6.99 0.00

Torque

kg-m -541 -383 0

kg-m 70 -1366 -1961

-29 -20 0

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 37.08 26.22 0.00

Vz

kg 0.00 6.99 9.89

OTMx

kg 0.00 6.99 9.89

OTMz

kg-m -37.08 -26.22 0.00

Torque

kg-m -1980 -1385 50

kg-m 0 -383 -541

0 15 21

Page

Job

RISATower

30 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

13:51:22 09/24/13

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.

2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

24.27 0.00 24.27

6.47 9.15 6.47

OTMx

kg

OTMz

kg-m

-12.58 6.47 21.74

-21.74 -6.47 12.58

Torque

kg-m -975 -338 458

kg-m 593 -203 -840

-26 -36 -26

2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

24.06 0.00 24.06

6.42 9.07 6.42

OTMx

kg

OTMz

kg-m

-12.48 6.42 21.55

-21.55 -6.42 12.48

Torque

kg-m -940 -327 438

kg-m 573 -192 -805

-25 -36 -25

1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg

Vz

kg

11.92 0.00 11.92

3.18 4.50 3.18

OTMx

kg

OTMz

kg-m

-6.18 3.18 10.68

-10.68 -3.18 6.18

Torque

kg-m -454 -159 208

kg-m 277 -90 -385

-13 -18 -13

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

Vx

Vz

OTMx

OTMz

Torque

kg -31.24 220.80 343.49

kg -343.49 -220.80 31.24

kg-m

kg-m

kg-m

-19530 -12871 1406

1860 -12417 -19077

-241 -125 64

Discrete Appurtenance Pressures - Service Description

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

Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000

Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00

Offsetx m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000

Offsetz m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000

z m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500

Kz 1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623

qz kPa 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.28 0.28

GH = 1.096

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

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

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

13:51:22 09/24/13

Client

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

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m

31 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Description

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 180.0000 315.0000 315.0000 315.0000 Sum Weight:

Weight kg 24.00 24.00 24.00 12.00 348.00

Offsetx

Offsetz

z

m 0.0000 -2.8071 -2.8071 -2.8766

m 2.1000 -2.8071 -2.8071 -2.8766

m 54.7500 41.7500 40.5000 39.2500

Kz

qz

1.623 1.502 1.489 1.476

kPa 0.28 0.26 0.25 0.25

CAAC Front m2 0.3000 0.3000 0.3000 0.1500

Designed by

Ing. C. Londoño M.

CAAC Side m2 0.0800 0.0800 0.0800 0.0400

Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.91 9.77

Vz

kg 2.61 1.84 0.00

OTMx

kg 0.00 6.91 9.77

OTMz

kg-m -2.61 -1.84 0.00

Torque

kg-m -171 -121 0

kg-m 70 -385 -573

-8 -5 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.77 6.91 0.00

Vz

kg 0.00 1.84 2.61

OTMx

kg 0.00 1.84 2.61

OTMz

kg-m -9.77 -6.91 0.00

Torque

kg-m -592 -404 50

kg-m 0 -121 -171

0 4 5

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.85 9.68

Vz

kg 2.58 1.83 0.00

OTMx

kg 0.00 6.85 9.68

OTMz

kg-m -2.58 -1.83 0.00

Torque

kg-m -165 -116 0

kg-m 70 -367 -548

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.68 6.85 0.00

Vz

kg 0.00 1.83 2.58

OTMx

kg 0.00 1.83 2.58

OTMz

kg-m -9.68 -6.85 0.00

Torque

kg-m -567 -386 50

kg-m 0 -116 -165

0 4 5

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 6.77 9.57

Vz

kg 2.55 1.81 0.00

OTMx

kg 0.00 6.77 9.57

OTMz

kg-m -2.55 -1.81 0.00

Torque

kg-m -156 -111 0

kg-m 70 -345 -517

-7 -5 0

Page

Job

RISATower

32 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.57 6.77 0.00

Vz

kg 0.00 1.81 2.55

OTMx

kg 0.00 1.81 2.55

OTMz

kg-m -9.57 -6.77 0.00

Torque

kg-m -536 -364 50

kg-m 0 -111 -156

0 4 5

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.71 9.48

Vz

kg 2.53 1.79 0.00

OTMx

kg 0.00 6.71 9.48

OTMz

kg-m -2.53 -1.79 0.00

Torque

kg-m -150 -106 0

kg-m 70 -328 -492

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.48 6.71 0.00

Vz

kg 0.00 1.79 2.53

OTMx

kg 0.00 1.79 2.53

OTMz

kg-m -9.48 -6.71 0.00

Torque

kg-m -511 -347 50

kg-m 0 -106 -150

0 4 5

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.62 9.37

Vz

kg 2.50 1.77 0.00

OTMx

kg 0.00 6.62 9.37

OTMz

kg-m -2.50 -1.77 0.00

Torque

kg-m -142 -100 0

kg-m 70 -306 -462

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.37 6.62 0.00

Vz

kg 0.00 1.77 2.50

OTMx

kg 0.00 1.77 2.50

OTMz

kg-m -9.37 -6.62 0.00

Torque

kg-m -481 -325 50

kg-m 0 -100 -142

0 4 5

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.56 9.27

Vz

kg 2.47 1.75 0.00

OTMx

kg 0.00 6.56 9.27

OTMz

kg-m -2.47 -1.75 0.00

Torque

kg-m -135 -96 0

kg-m 70 -289 -438

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth °

Fa

Fs

kg 0

Vx

kg 9.27

Vz

kg 0.00

OTMx

kg 0.00

OTMz

kg-m -9.27

Torque

kg-m -457

kg-m 0

0

Page

Job

RISATower

33 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

13:51:22 09/24/13

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.

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth ° 45 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg

Vz

kg

6.56 0.00

1.75 2.47

OTMx

kg 1.75 2.47

OTMz

kg-m -6.56 0.00

Torque

kg-m -309 50

kg-m -96 -135

4 5

2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A

Fs

kg

Vx

kg

0 45 90

Vz

kg

6.07 0.00 6.07

1.62 2.29 1.62

OTMx

kg -3.15 1.62 5.43

OTMz

kg-m -5.43 -1.62 3.15

Torque

kg-m -294 -135 64

kg-m 199 0 -159

-6 -9 -6

2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A

Wind Azimuth °

Fa

Fs

kg

Vx

kg

0 45 90

Vz

kg

6.01 0.00 6.01

1.60 2.27 1.60

OTMx

kg -3.12 1.60 5.39

OTMz

kg-m -5.39 -1.60 3.12

Torque

kg-m -286 -132 59

kg-m 194 2 -151

-6 -9 -6

1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A

Wind Azimuth °

Fa

Fs

kg

Vx

kg

0 45 90

Vz

kg

2.98 0.00 2.98

0.79 1.12 0.79

OTMx

kg -1.55 0.79 2.67

OTMz

kg-m -2.67 -0.79 1.55

Torque

kg-m -139 -66 26

kg-m 95 3 -70

-3 -5 -3

Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90

Vx kg -7.81 55.20 85.87

Vz

OTMx

kg -85.87 -55.20 7.81

kg-m

OTMz

Torque

kg-m -4783 -3118 451

kg-m 905 -2664 -4329

-60 -31 16

Dish Pressures - No Ice Elevation m

Dish Description

19.0000 8 FT DISH

Aiming Azimuth ° 225.0000 Sum Weight:

Weight kg 113.85 113.85

Offsetx m -4.7066

Offsetz m 4.7066

Kz 1.199

AA m2 4.6730

qz kPa 0.82

Page

Job

RISATower

34 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

13:51:22 09/24/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

CA

CS

0.004260 0.004260 0.004260

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx kg

kg 710.40 710.40 710.40

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 502.33 710.40

kg -710.40 -502.33 0.00

OTMx

OTMz

kg-m -12962 -9008 536

kg-m 536 -9008 -12962

Torque kg-m -3344 0 3344

Dish Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -710.40 -502.33 0.00

kg-m

kg-m

kg-m

0.00 502.33 710.40

-12962 -9008 536

536 -9008 -12962

-3344 0 3344

Dish Pressures - Service Elevation m

Dish Description

Aiming Azimuth ° 225.0000 Sum Weight:

19.0000 8 FT DISH

Weight kg

Offsetx m

113.85 113.85

Offsetz m

-4.7066

Kz

4.7066

AA m2

1.199

qz kPa

4.6730

0.20

Dish Vectors - Service Wind Azimuth ° 0 45 90

CA

CS

0.004260 0.004260 0.004260

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx kg 177.60 177.60 177.60

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 125.58 177.60

kg -177.60 -125.58 0.00

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

kg

kg -177.60 -125.58 0.00

kg-m

0.00 125.58 177.60

OTMz

Torque

kg-m -2839 -1850 536

kg-m 536 -1850 -2839

-836 0 836

OTMx

OTMz

kg-m -2839 -1850 536

kg-m 536 -1850 -2839

Torque kg-m -836 0 836

Page

Job

RISATower

35 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

13:51:22 09/24/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Designed by

Ing. C. Londoño M.

User Load Vectors - 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

Torque

kg-m 0 0 0

kg-m 0 0 0

0 0 0

User Load Totals - No Ice Wind Azimuth °

Vx

Vz

kg

0 45 90

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m

Torque

kg-m

0.00 0.00 0.00

kg-m

0 0 0

0 0 0

0 0 0

User Load Vectors - Service CxMANTENIMIENTO - Elevation 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

kg-m 0 0 0

User Load Totals - Service Wind Azimuth °

Torque

0 0 0

0 0 0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

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 8208.59 25668.81 33877.40 355.13 35356.12

Sum of Forces X kg

Sum of Forces Z kg

Sum of Torques

kg-m

-31.24 16997.85 21950.22

-21950.22 -16997.85 31.24

-3584 3283 7814

-7.81 4249.46 5487.56

-5487.56 -4249.46 7.81

-896 821 1953

35356.12

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

36 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

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

80 - 76

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

Diagonal

Top Girt

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

Force kg 42.92 -310.28 -277.37 -130.99 131.21 131.21 110.98 -238.19 36.27 -125.24 -21.21 2.19 25.56 0.00 15.41 23.79 33.66

Major Axis Moment kg-m 0 -70 -91 -2 -91 -1 0 0 12 12 12 12 0 0 -35 0 0

Minor Axis Moment kg-m 0 -70 -2 91 -2 -91 0 0 -5 -6 -5 -6 0 0 0 0 0

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

T2

76 - 72

Component Type

Leg

Diagonal

Top Girt

T3

72 - 68

Leg

Diagonal

Top Girt

T4

68 - 64

Leg

Diagonal

Top Girt

T5

64 - 60

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

37 of 58

TORRE DE 80m-CUADRADA PATA=18.10m 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 2 2 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 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 1 3 4 4 4 4

Force kg -0.00 251.79 -1015.91 -768.38 31.97 -113.68 113.67 386.60 -643.38 149.64 -367.47 -21.31 2.29 236.29 0.00 139.06 213.81 33.66 -0.00 1123.29 -2255.64 -1709.58 471.27 115.06 -115.00 671.10 -1090.70 131.45 -562.12 -21.51 2.38 570.56 -80.31 243.91 494.04 33.66 -0.00 2102.32 -4060.11 -3037.57 950.99 117.88 -117.90 1373.39 -1634.89 72.71 -1557.86 -21.79 2.53 1089.05 -587.97 280.94 884.65 33.66 -0.00 0.00 -6295.04 -4784.48 -952.61 131.15 -131.02

Major Axis Moment kg-m 0 70 -52 -91 -2 -91 -2 0 0 13 12 13 12 0 0 -35 0 0 0 51 -59 -77 -3 -77 -3 0 0 13 12 13 12 0 0 -35 0 0 0 58 -61 -80 -3 -80 -3 0 0 14 12 14 12 0 0 -35 0 0 0 0 -68 -89 -5 -89 -5

Minor Axis Moment kg-m 0 70 -51 -2 91 -2 91 0 0 -5 -7 -5 -7 0 0 0 0 0 0 52 -58 0 77 0 77 0 0 -5 -7 -5 -7 0 0 0 0 0 0 59 -59 1 80 1 80 0 0 -4 7 -4 -7 0 0 0 0 0 0 0 -65 1 89 1 89

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

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 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

Guy B

Guy C

Guy D

60 - 56

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Guy A

Leg

Diagonal

Top Girt

13:51:22 09/24/13

Client

Component Type

Top Girt

T6

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

38 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

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

Force kg 260.69 -1858.82 -435.62 -1781.65 -22.05 2.43 1869.23 0.00 1147.10 1825.63 33.66 -0.00 4139.66 4216.64 3702.41 2017.54 41.71 -3571.60 2092.18 56.59 1727.28 1804.65 1583.16 866.22 0.00 -1494.38 866.22 0.00 4138.76 4215.74 3701.63 2017.10 41.69 -3570.82 2091.74 56.61 5221.69 5298.69 4649.35 2541.58 0.02 -4505.35 2639.66 0.02 1082.29 -8404.42 -5902.49 30.43 135.44 -135.41 588.38 -2455.68 -482.85 -2378.25 -22.31 2.45 2034.67 0.00 905.64 1853.72 33.66

Major Axis Moment kg-m 0 0 15 13 15 0 0 0 -35 0 0 0

Minor Axis Moment kg-m 0 0 -4 7 -4 0 0 0 0 0 0 0

65 -67 -89 -5 -88 -5 0 0 16 12 16 0 0 0 -35 0 0

68 -64 1 89 2 87 0 0 -4 7 -4 0 0 0 0 0 0

Designed by

Ing. C. Londoño M.

Project

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

T7

56 - 52

Component Type

Leg

Diagonal

Top Girt

T8

52 - 48

Leg

Diagonal

Top Girt

T9

48 - 44

Leg

Diagonal

Top Girt

T10

44 - 40

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

39 of 58

TORRE DE 80m-CUADRADA PATA=18.10m 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 4 4 4 4 3 3 3 3 3 3 2 2 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 2 2 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4

Force kg -0.00 2705.82 -11115.54 -7517.01 1150.31 -126.77 126.63 1132.54 -3163.89 -648.24 -3086.00 -22.76 2.40 2669.72 -208.82 1051.98 2393.43 33.66 -0.00 5210.22 -15378.81 -10212.76 2713.72 -127.07 126.91 1598.88 -3292.35 -251.18 -3214.24 -22.82 2.14 2947.76 -606.07 1015.52 2598.33 33.66 -0.00 8321.20 -19616.38 -12885.90 4675.86 127.84 -127.82 2155.09 -3959.72 -398.07 -3797.76 -23.22 -1.85 3207.22 -1021.52 958.97 2783.98 33.66 -0.00 11627.77 -23550.76 -15100.03 7021.95 -138.54 138.67

Major Axis Moment kg-m 0 63 -65 -88 -5 -88 -5 0 0 17 12 17 0 0 0 -35 0 0 0 61 -69 -84 -6 -84 -6 0 0 17 12 17 0 0 0 -35 0 0 0 63 -67 -100 -21 -100 -21 0 0 18 12 18 0 0 0 -35 0 0 0 63 -62 -100 -21 -100 -21

Minor Axis Moment kg-m 0 67 -61 2 87 2 87 0 0 -3 7 -3 0 0 0 0 0 0 0 65 -64 3 84 3 84 0 0 -2 6 -2 0 0 0 0 0 0 0 68 -63 15 101 15 101 0 0 -1 -5 -1 0 0 0 0 0 0 0 66 -63 15 101 15 101

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

40 - 36.5

Condition

Diagonal

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

Leg

Diagonal

Horizontal

Inner Bracing

T12

36.5 - 32.5

Leg

Diagonal

Horizontal

Inner Bracing

T13

32.5 - 29

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Top Girt

T11

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

40 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

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

Force kg 3138.26 -5406.26 -1292.82 -5227.36 -23.96 -2.09 4548.40 -1938.30 1154.35 3893.68 33.66 -0.00 15704.02 -31329.36 9011.96 9010.35 -135.35 -140.44 1481.66 -1670.98 873.05 60.77 22.12 -3.69 1188.71 -960.10 977.74 977.74 30.18 -2.49 343.26 -364.90 -10.67 -364.90 20.08 0.11 17781.54 -31966.28 9559.58 9558.20 139.04 144.25 1392.15 -1623.75 1174.15 47.85 25.47 -4.20 1023.50 -948.39 31.47 31.47 31.47 -2.72 202.96 -227.71 -12.28 202.96 23.18 -0.10 19659.35

Major Axis Moment kg-m 0 0 20 12 20 0 0 0 -35 0 0 0 61 -64 99 -19 99 -19 0 0 -24 0 0 0 25 3 28 28 28 28 0 0 -15 0 0 0 64 -70 99 -19 99 -19 0 0 -31 0 0 0 6 6 29 29 29 29 0 0 -20 0 0 0 71

Minor Axis Moment kg-m 0 0 0 -6 0 0 0 0 0 0 0 0 61 -58 -16 103 -16 103 0 0 0 4 0 0 -2 0 -2 -2 -2 -2 0 0 0 0 0 0 70 -65 -16 103 -16 103 0 0 0 5 0 0 -1 -1 -2 -2 -2 -2 0 0 0 0 0 0 76

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

Component Type

Diagonal

Horizontal

Inner Bracing

T14

29 - 25

Leg

Diagonal

Horizontal

Inner Bracing

T15

25 - 21

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

41 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Horizontal

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -33675.53 10158.06 10156.95 -145.39 -149.91 1383.24 -1647.99 1191.81 4.12 28.39 -4.02 1014.26 -953.50 64.47 85.84 30.54 2.79 72.36 -97.64 -12.86 71.20 26.72 -0.10 21067.92 -35575.57 10841.77 10840.74 174.82 180.88 1721.69 -2016.11 1512.02 0.45 31.75 -4.54 1248.75 -1153.26 34.72 73.81 33.64 3.07 41.81 -70.16 -14.42 40.66 29.82 -0.10 23058.12 -38647.38 11687.97 11687.11 -213.40 -219.31 25.95 -385.02 -154.95 -60.11 37.10 -8.13 791.32 -1617.63

Major Axis Moment kg-m -68 123 -32 123 -32 0 0 -33 0 0 0 18 18 23 12 23 12 0 0 -26 0 0 0 70 -72 123 -32 123 -32 0 0 -42 0 0 0 21 22 27 16 27 17 0 0 -33 0 0 0 85 -114 225 -59 225 -59 0 0 -54 0 0 0 0 0

Minor Axis Moment kg-m -62 -28 127 -28 127 0 0 0 5 0 0 -2 -2 -2 -2 -2 -2 0 0 0 0 0 0 77 -73 -28 127 -28 127 0 0 0 6 0 0 -2 -2 -2 -2 -2 -2 0 0 0 0 0 0 83 -108 -55 229 -55 229 0 0 0 12 0 0 0 0

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

Component Type

Inner Bracing

T16

21 - 17

Leg

Diagonal

Horizontal

Inner Bracing

T17

17 - 13

Leg

Diagonal

Horizontal

Inner Bracing

T18

13 - 9

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

42 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -1617.60 -1548.25 -43.24 -6.84 10.62 -66.24 -27.98 10.62 -33.37 0.11 22596.28 -39225.89 11084.57 11083.79 -312.71 -316.92 610.69 -1069.65 303.23 -43.72 42.70 -8.77 662.45 -558.82 -95.96 88.81 -48.69 7.49 0.00 -48.60 -32.34 -32.29 42.85 -0.16 22544.66 -40449.08 10941.63 10940.99 223.10 227.45 1065.07 -1619.71 644.87 -40.14 48.30 -9.44 1122.09 -961.18 -45.26 -45.26 -54.95 8.74 0.00 -47.06 -36.26 -36.65 49.34 -0.21 22938.17 -42169.24 22862.73

Major Axis Moment kg-m 41 41 41 41 0 0 -41 0 0 0 123 -141 -236 -2 229 -2 0 0 -66 0 0 0 41 41 48 48 48 41 0 0 -62 0 0 0 167 2 229 -4 229 -4 0 0 -81 0 0 0 52 52 58 58 58 48 0 0 -83 0 0 0 -40 -331 532

Minor Axis Moment kg-m -7 -7 -7 -7 0 0 0 0 0 0 131 -137 2 -237 2 232 0 0 0 14 0 0 -6 -6 -7 -7 -7 -6 0 0 0 0 0 0 172 7 0 232 0 232 0 0 0 16 0 0 -8 -8 -8 -8 -8 -8 0 0 0 0 0 0 -35 -329 537

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

Component Type

Diagonal

Horizontal

Inner Bracing

T19

9-0

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation m

43 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Horizontal

Inner Bracing

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx 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 2 3 4 4 4 3 4 3 4 4 4 4 2 3 1 3 5 3 5 3 3 3 2 4 2 4 4 4 4 3 4 3 3 3 4 4 2 4 1 3 3 3 3 3

Force kg 22862.73 -269.69 -275.17 1087.79 -1750.51 733.28 687.44 53.89 -10.14 1317.88 -971.47 229.06 1317.88 -62.37 9.99 0.00 -57.98 -40.26 -22.63 55.82 -0.29 24936.19 -47984.66 11636.19 11635.81 402.54 412.78 3426.00 -4058.29 3426.00 -2969.84 57.92 -28.66 3117.15 -6760.73 -5676.99 -5676.99 -67.17 -23.57 0.00 -134.45 -74.18 -134.08 62.31 0.47

Major Axis Moment kg-m 532 432 532 0 0 -97 0 0 0 68 68 75 68 75 62 0 0 -106 0 0 0 533 0 -700 342 425 342 0 0 -190 0 0 0 0 0 93 93 93 93 0 0 -132 0 0 0

Minor Axis Moment kg-m 537 336 537 0 0 0 18 0 0 -11 -11 -10 -11 -10 -11 0 0 0 1 0 0 537 0 346 -725 346 426 0 0 0 94 0 0 0 0 -36 -36 -35 -36 0 0 0 -1 0 0

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

RISATower I. P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Maximum Reactions Location

Condition

Leg D

Leg C

Leg B

Leg A

Guy D @ 39 m Elev 0 m Azimuth 225 deg

Guy C @ 39 m Elev 0 m Azimuth 135 deg

Guy B @ 39 m Elev 0 m Azimuth 45 deg

Guy A @ 39 m Elev 0 m Azimuth -45 deg

44 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

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

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

10383.06 10383.06 -17841.04 -17841.04 -17841.04 10383.06 29388.05 -7389.51 -7389.51 -7389.51 29388.05 29388.05 39897.26 10265.57 39897.26 10265.57 39897.26 10265.57 29339.83 29339.83 29339.83 -7437.58 -7437.58 -7437.58 -1476.19

3563.47 3563.47 -5009.04 -5009.04 -5009.04 3563.47 -8882.14 2500.63 2500.63 2500.63 -8882.14 -8882.14 -12535.51 -3542.79 -12535.51 -3542.79 -12535.51 -3542.79 9958.85 9958.85 9958.85 -1097.86 -1097.86 -1097.86 -605.25

-3557.23 -3557.23 4924.51 4924.51 4924.51 -3557.23 -9906.70 1150.40 1150.40 1150.40 -9906.70 -9906.70 12632.20 3549.04 12632.20 3549.04 12632.20 3549.04 8817.84 8817.84 8817.84 -2565.02 -2565.02 -2565.02 605.25

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

1 3 3 3 1 4

-1476.19 -4505.35 -4505.35 -4505.35 -1476.19 -704.76

-605.25 -1866.54 -1866.54 -1866.54 -605.25 227.44

605.25 1866.51 1866.51 1866.51 605.25 298.05

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

2 2 2 4 4 3

-3570.82 -3570.82 -3570.82 -704.76 -704.76 -337.20

1439.06 1439.06 1439.06 227.44 227.44 106.30

1519.11 1519.11 1519.11 298.05 298.05 -106.30

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

1 3 1 3 1 2

-1494.38 -337.20 -1494.38 -337.20 -1494.38 -704.94

612.51 106.30 612.51 106.30 612.51 -298.11

-612.51 -106.30 -612.51 -106.30 -612.51 -227.51

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

2 2 4 4 4

-704.94 -704.94 -3571.60 -3571.60 -3571.60

-298.11 -298.11 -1519.41 -1519.41 -1519.41

-227.51 -227.51 -1439.38 -1439.38 -1439.38

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

45 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Tower Mast Reaction Summary Load Combination

Vertical

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

Shearx

Shearz -7.57 -19862.09

Overturning Moment, Mx kg-m 1493 -662812

Overturning Moment, Mz kg-m 634 1989

kg 41297.25 43900.83

kg

kg 7.04 -25.07

44148.11

Torque

15471.86

-15472.35

-522098

-522965

3282

43901.42

19861.70

24.66

2861

-663683

7810

41357.11

-0.18

-4819.75

-153852

922

-896

41346.78

3726.54

-3727.06

-119034

-119896

821

41357.12

4819.23

-0.35

1783

-154712

1955

kg-m 0 -3585

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

PX kg -0.00 -31.24 17346.16 22439.38 -7.81 4336.54 5609.85

Sum of Applied Forces PY kg -35356.12 -35356.12 -35356.12 -35356.12 -35356.12 -35356.12 -35356.12

PZ kg 0.00 -22439.38 -17346.16 31.24 -5609.85 -4336.54 7.81

PX kg -0.02 31.24 -17346.09 -22439.22 7.81 -4336.37 -5609.75

Sum of Reactions PY kg 35356.12 35356.11 35356.11 35356.11 35356.12 35356.12 35356.12

PZ kg 0.02 22439.22 17346.09 -31.24 5609.75 4336.37 -7.81

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

Converged? Yes Yes Yes Yes Yes Yes Yes

Number of Cycles 6 11 12 11 9 8 9

Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001

Force Tolerance 0.00000787 0.00006019 0.00003989 0.00006021 0.00006834 0.00013228 0.00006839

Maximum Tower Deflections - Service Wind Section No.

Elevation m

Horz. Deflection mm

Gov. Load Comb.

Tilt

Twist

°

°

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

Project

Client

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

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

m 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Elevation

46 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Horz. Deflection mm 68.54 62.66 56.78 50.94 45.22 39.68 34.24 28.98 23.94 19.21 14.90 11.91 9.11 6.91 4.72 3.01 1.55 0.30 0.73

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

Tilt

Twist

° 0.0841 0.0840 0.0835 0.0821 0.0795 0.0780 0.0758 0.0724 0.0685 0.0629 0.0557 0.0473 0.0383 0.0339 0.0291 0.0239 0.0197 0.0159 0.0128

° 0.0026 0.0026 0.0026 0.0026 0.0025 0.0025 0.0025 0.0024 0.0023 0.0021 0.0020 0.0018 0.0015 0.0014 0.0012 0.0011 0.0009 0.0007 0.0005

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Critical Deflections and Radius of Curvature - Service Wind Elevation

Appurtenance

m 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500

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

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

Deflection

Tilt

Twist

mm 68.54 58.25 55.88 53.53 52.39 51.18 49.85 48.85 47.34 46.63 46.55 45.22 44.86 44.28 43.99 42.43 42.05 41.39 41.05 40.02 39.83 38.82 38.65 37.63 36.27 35.59 35.25 34.92 32.58 30.28 16.96 16.69

° 0.0841 0.0837 0.0833 0.0829 0.0826 0.0822 0.0816 0.0812 0.0804 0.0801 0.0801 0.0795 0.0794 0.0792 0.0791 0.0787 0.0786 0.0785 0.0784 0.0781 0.0781 0.0778 0.0777 0.0774 0.0768 0.0765 0.0763 0.0761 0.0748 0.0733 0.0596 0.0592

° 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0024 0.0024 0.0021 0.0021

Radius of Curvature m Inf Inf 292316 214545 189812 162117 127918 106516 84349 77116 76468 71586 72663 76819 79982 110215 121954 148742 167080 228406 236104 222014 213275 160497 117262 103568 98203 93738 81352 78338 21641 19906

Page

Job

RISATower

47 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

Elevation

Appurtenance

m 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH

Gov. Load Comb. 6 6 6 6 6 6

Deflection

Tilt

Twist

mm 16.42 15.39 14.42 14.19 13.97 2.29

° 0.0587 0.0568 0.0546 0.0541 0.0535 0.0217

° 0.0020 0.0020 0.0019 0.0019 0.0019 0.0010

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Radius of Curvature m 18428 14655 14200 14555 15058 202533

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

Elevation m 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0

Horz. Deflection mm 326.98 298.48 269.95 241.60 213.70 186.57 160.07 134.58 110.39 87.81 67.38 53.51 40.60 30.58 20.59 12.89 6.35 0.81 3.74

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

Tilt

Twist

° 0.4080 0.4076 0.4056 0.4000 0.3897 0.3812 0.3682 0.3491 0.3281 0.2996 0.2636 0.2217 0.1779 0.1568 0.1342 0.1099 0.0901 0.0729 0.0585

° 0.0102 0.0102 0.0102 0.0101 0.0101 0.0100 0.0098 0.0094 0.0090 0.0085 0.0079 0.0070 0.0062 0.0056 0.0050 0.0045 0.0037 0.0027 0.0019

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000

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

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

Deflection

Tilt

Twist

mm 326.98 277.07 265.60 254.16 248.65 242.77 236.32 231.45 224.08 220.61 220.22 213.70 211.98 209.13 207.70 200.05 198.17 194.98 193.29

° 0.4080 0.4063 0.4050 0.4031 0.4019 0.4003 0.3982 0.3964 0.3936 0.3922 0.3921 0.3897 0.3891 0.3882 0.3877 0.3855 0.3849 0.3840 0.3834

° 0.0102 0.0102 0.0102 0.0102 0.0102 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0100 0.0100 0.0100 0.0100

Radius of Curvature m Inf 136889 74250 52029 45389 38820 31495 26873 21862 20152 19994 18545 18621 19156 19588 23263 24438 26714 27987

RISATower I. P. DOLMEN S.A.

48 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

Page

Job

13:51:22 09/24/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation

Appurtenance

m 60.2500 60.1111 59.3750 59.2500 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 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

Deflection

Tilt

Twist

mm 188.24 187.31 182.38 181.54 176.54 169.91 166.62 164.97 163.34 151.98 140.85 77.12 75.84 74.57 69.69 65.16 64.09 63.03 9.68

° 0.3818 0.3815 0.3796 0.3793 0.3772 0.3739 0.3721 0.3712 0.3702 0.3626 0.3541 0.2830 0.2807 0.2785 0.2688 0.2581 0.2553 0.2524 0.0995

° 0.0100 0.0100 0.0099 0.0099 0.0099 0.0098 0.0098 0.0098 0.0098 0.0097 0.0095 0.0082 0.0082 0.0081 0.0080 0.0078 0.0077 0.0076 0.0042

Ing. C. Londoño M.

Radius of Curvature m 30689 30765 28251 27519 23045 18662 17068 16410 15846 14133 13603 4258 3919 3630 2892 2812 2887 2992 33746

Bolt Design Data Section No.

Elevation

Component Type

Bolt Grade

T1

T2

T3

T4

T5

T6

T7

T8

80

76

72

68

64

60

56

52

mm

Number Of Bolts

Allowable Load kg

Leg

A394T0

19

6

Maximum Load per Bolt kg 103.43

Diagonal

A394T0

16

2

119.09

7399.23

Top Girt

A394T0

16

2

12.78

7399.23

Leg

A394T0

19

6

338.64

9950.69

Diagonal

A394T0

16

2

321.69

7399.23

Top Girt

A394T0

16

2

118.15

7399.23

Leg

A394T0

19

6

751.88

9950.69

m

Bolt Size

9950.69

Diagonal

A394T0

16

2

545.35

7399.23

Top Girt

A394T0

16

2

285.28

7399.23

Leg

A394T0

19

6

1353.37

9950.69

Diagonal

A394T0

16

2

817.44

7399.23

Top Girt

A394T0

16

2

544.52

7399.23

Leg

A394T0

19

8

1573.76

9950.69

Diagonal

A394T0

16

2

929.41

7399.23

Top Girt

A394T0

16

2

934.61

7399.23

Leg

A394T0

19

8

2101.10

9950.69

Diagonal

A394T0

16

2

1227.84

7399.23

Top Girt

A394T0

16

2

1017.34

7399.23

Leg

A394T0

19

8

2778.88

9950.69

Diagonal

A394T0

16

2

1581.95

7399.23

Top Girt

A394T0

16

2

1334.86

7399.23

Leg

A394T0

19

8

3844.70

9950.69

Ratio Load Allowable 0.010 0.016 0.002 0.034 0.043 0.016 0.076 0.074 0.039 0.136 0.110 0.074 0.158 0.126 0.126 0.211 0.166 0.137 0.279 0.214 0.180 0.386

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

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

Component Type

Project

T9

T10

T11

T12

T13

T14

T15

T16

T17

T18

T19

48

44

40

36.5

32.5

29

25

21

17

13

9

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

m Diagonal

49 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

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

Page

Job

A394T0

Bolt Size mm

Number Of Bolts

16

2

Maximum Load per Bolt kg 1646.17

Allowable Load kg 7399.23

Top Girt

A394T0

16

2

1473.88

7399.23

Leg

A394T0

19

8

4904.11

9950.69

Diagonal

A394T0

16

2

1979.86

7399.23

Top Girt

A394T0

16

2

1603.61

7399.23

Leg

A394T0

19

4

11775.40

9950.69

Diagonal

A394T0

16

2

2703.13

7399.23

Top Girt

A394T0

16

2

2274.20

7399.23

Leg

A394T0

19

6

10443.11

9950.69

Diagonal

A394T0

16

3

556.99

6166.05

Horizontal

A394T0

16

2

594.36

7399.23

Leg

A394T0

19

12

5327.72

9950.69

Diagonal

A394T0

16

3

541.25

6166.05

Horizontal

A394T0

16

2

511.75

7399.23

Leg

A394T0

19

12

5612.57

9979.03

Diagonal

A394T0

16

3

549.33

6166.05

Horizontal

A394T0

16

2

507.13

7399.23

Leg

A394T0

19

6

11858.54

9979.03

Diagonal

A394T0

16

3

672.04

6166.05

Horizontal

A394T0

16

3

416.25

7399.23

Leg

A394T0

19

6

12882.48

9979.03

Diagonal

A394T0

16

3

128.34

6166.05

Horizontal

A394T0

16

3

539.21

6166.05

Leg

A394T0

19

12

6537.63

9979.03

Diagonal

A394T0

16

3

356.55

6166.05

Horizontal

A394T0

16

3

220.82

6166.05

Leg

A394T0

19

16

5056.15

9979.03

Diagonal

A394T0

16

3

539.90

6166.05

Horizontal

A394T0

16

3

374.03

6166.05

Leg

A394T0

19

8

10542.31

9979.03

Diagonal

A394T0

16

3

583.51

6166.05

Horizontal

A394T0

16

3

439.29

6166.05

Leg

A394T0

19

8

11996.16

9979.03

Diagonal

A394T0

16

3

1352.76

6166.05

Horizontal

A394T0

16

3

2253.57

6166.05

Guy Design Data

Ratio Load Allowable 0.222 0.199 0.493 0.268 0.217 1.183 0.365 0.307 1.049 0.090 0.080 0.535 0.088 0.069 0.562 0.089 0.069 1.188 0.109 0.056 1.291 0.021 0.087 0.655 0.058 0.036 0.507 0.088 0.061 1.056 0.095 0.071 1.202 0.219 0.365

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

T5

Elevation m 64.0000 (A) (344) 64.0000 (B) (343) 64.0000 (C) (342) 64.0000 (D) (341)

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section No.

50 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

Breaking Load kg 19232.32

Actual T kg 4216.64

Allowable Ta kg 9616.16

Required S.F.

16 EHS

Initial Tension kg 1923.23

16 EHS

1923.23

19232.32

1804.64

9616.16

2.000

16 EHS

1923.23

19232.32

4215.74

9616.16

2.000

16 EHS

1923.23

19232.32

5298.69

9616.16

2.000

2.000

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Actual S.F. 4.561 10.657 4.562 3.630

Compression Checks Leg Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 80 - 76

L64x64x10

m 4.0000

m 4.0000

T2

76 - 72

KL/R > 150 (C) - 3 L64x64x10

4.0000

4.0000

T3

72 - 68

KL/R > 150 (C) - 19 L64x64x10

4.0000

T4

68 - 64

KL/R > 150 (C) - 35 L64x64x10

T5

64 - 60

T6

Kl/r

Fa

A mm2 1116

Actual P kg -310.28

Allow. Pa kg 4482.58

Ratio P Pa 0.069

kPa 39385

161.7 K=0.50

39385

1116

-1015.91

4482.58

0.227

4.0000

161.7 K=0.50

39385

1116

-2255.64

4482.58

0.503

4.0000

4.0000

161.7 K=0.50

39385

1116

-4060.12

4482.58

0.906

KL/R > 150 (C) - 51 L76x76x10

4.0000

4.0000

134.1 K=0.50

57221

1361

-6295.05

7942.99

0.793

60 - 56

L76x76x10

4.0000

4.0000

134.1 K=0.50

57221

1361

-8404.43

7942.99

1.058

T7

56 - 52

L76x76x10

4.0000

4.0000

134.1 K=0.50

57221

1361

-11115.56

7942.99

1.399

T8

52 - 48

H1-3 (1.40 CR) - 99 L102x102x10

4.0000

4.0000

99.9 K=0.50

101516

1845

-15378.83

19100.60

0.805

T9

48 - 44

L102x102x10

4.0000

4.0000

99.9 K=0.50

101516

1845

-19616.38

19100.60

1.027

T10

44 - 40

L102x102x10

4.0000

4.0000

99.9 K=0.50

101516

1845

-23550.75

19100.60

1.233

T11

40 - 36.5

L102x102x10

3.5300

3.5300

88.2 K=0.50

119461

1845

-31329.36

22477.14

1.394

T12

36.5 - 32.5

H1-3 (1.39 CR) - 163 L102x102x10

4.0342

4.0342

100.8 K=0.50

100150

1845

-31966.30

18843.64

1.696

T13

32.5 - 29

H1-3 (1.70 CR) - 183 L127x127x13

3.5300

3.5300

70.7 K=0.50

143478

3065

-33675.52

44836.03

0.751

T14

29 - 25

L127x127x13

4.0342

4.0342

80.8 K=0.50

129999

3065

-35575.58

40623.84

0.876

T15

25 - 21

L127x127x13

4.0957

4.0957

82.0 K=0.50

128282

3065

-38647.40

40087.32

0.964

161.7 K=0.50

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

Elevation

51 of 58

TORRE DE 80m-CUADRADA PATA=18.10m 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

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T16

21 - 17

L127x127x13

4.0957

4.0957

82.0 K=0.50

128282

3065

-39225.91

40087.32

0.979

T17

17 - 13

L127x127x13

4.0957

4.0957

82.0 K=0.50

128282

3065

-40449.06

40087.32

1.009

T18

13 - 9

L127x127x13

4.0957

4.0957

82.0 K=0.50

128282

3065

-42169.23

40087.32

1.052

T19

9-0

L127x127x13

9.9925

9.9925

100.1 K=0.25

101312

3065

-47984.64

31659.17

1.516

Allow. Pa kg 3894.75

Ratio P Pa 0.061

H1-3 (1.52 CR) - 323

Diagonal Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 80 - 76

L76x76x10

m 5.8000

m 2.8562

T2

76 - 72

L76x76x10

5.8000

2.8562

T3

72 - 68

L76x76x10

5.8000

T4

68 - 64

L76x76x10

T5

64 - 60

T6

Kl/r

Fa

A

kPa 28058

mm2 1361

Actual P kg -238.19

191.6 K=1.00

28058

1361

-643.38

3894.75

0.165

2.8562

191.6 K=1.00

28058

1361

-1090.70

3894.75

0.280

5.8000

2.8562

191.6 K=1.00

28058

1361

-1634.88

3894.75

0.420

L76x76x10

5.8000

2.8562

191.6 K=1.00

28058

1361

-1858.82

3894.75

0.477

60 - 56

L76x76x10

5.8000

2.8474

191.0 K=1.00

28231

1361

-2455.68

3918.78

0.627

T7

56 - 52

L76x76x10

5.8000

2.8474

191.0 K=1.00

28231

1361

-3163.89

3918.78

0.807

T8

52 - 48

L76x76x10

5.8000

2.8474

191.0 K=1.00

28231

1361

-3292.35

3918.78

0.840

T9

48 - 44

L76x76x10

5.8000

2.8298

189.8 K=1.00

28582

1361

-3959.72

3967.50

0.998

T10

44 - 40

L76x76x10

5.8000

2.8298

189.8 K=1.00

28582

1361

-5406.28

3967.50

1.363

T11

40 - 36.5

H1-3 (1.36 CR) - 156 L102x102x8

4.2701

4.1814

132.8 K=1.00

58417

1548

-1670.98

9223.53

0.181

T12

36.5 - 32.5

L102x102x8

4.8938

4.8056

152.6 K=1.00

44226

1548

-1623.75

6982.97

0.233

T13

32.5 - 29

L102x102x8

4.6996

4.6045

146.2 K=1.00

48175

1548

-1647.99

7606.38

0.217

T14

29 - 25

L102x102x8

5.3214

5.2251

165.9 K=1.00

37410

1548

-2016.11

5906.73

0.341

T15

25 - 21

L102x102x8

5.7706

5.6825

180.4 K=1.00

31630

1548

-385.02

4994.10

0.077

T16

21 - 17

L102x102x8

6.2296

6.1467

195.2 K=1.00

27033

1548

-1069.65

4268.22

0.251

T17

17 - 13

L102x102x8

6.7149

6.6359

210.7 K=1.00

23194

1548

-1619.71

3662.21

0.442

191.6 K=1.00

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

Elevation

52 of 58

TORRE DE 80m-CUADRADA PATA=18.10m 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

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T18

13 - 9

KL/R > 200 (C) - 287 L102x102x8

7.2213

7.1451

177.8 K=0.50

32564

1548

-1750.51

5141.56

0.340

T19

9-0

L76x76x8

13.1274

13.0401

217.9 K=0.25

21683

1148

-4058.29

2539.17

1.598

Allow. Pa kg 15851.83

Ratio P Pa 0.061

KL/R > 200 (C) - 333

Horizontal Design Data (Compression) Section No.

Elevation

Size

L

Lu

T11

m 40 - 36.5

L76x76x10

m 4.2000

m 2.0492

T12

36.5 - 32.5

L76x76x10

4.8490

2.3737

T13

32.5 - 29

L76x76x10

5.5900

T14

29 - 25

L76x76x10

T15

25 - 21

T16

Kl/r

Fa

A

kPa 114196

mm2 1361

Actual P kg -960.10

79.6 K=0.50

106176

1361

-948.39

14738.58

0.064

2.7442

92.0 K=0.50

96267

1361

-953.51

13363.02

0.071

6.2390

3.0560

102.5 K=0.50

87295

1361

-1153.26

12117.63

0.095

L102x102x8

6.9800

3.4265

54.4 K=0.50

123800

1548

-1617.63

19546.93

0.083

21 - 17

L102x102x8

8.2250

4.0490

64.3 K=0.50

117292

1548

-558.82

18519.27

0.030

T17

17 - 13

L102x102x8

9.4700

4.6715

74.2 K=0.50

110264

1548

-961.19

17409.65

0.055

T18

13 - 9

L102x102x8

10.7150

5.2940

84.0 K=0.50

102727

1548

-971.47

16219.65

0.060

T19

9-0

L102x102x8

11.9600

5.9165

73.6 K=0.25

110661

1548

-6760.71

17472.38

0.387

Allow. Pa kg 4492.03

Ratio P Pa 0.018

68.7 K=0.50

Top Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T3

m 72 - 68

L76x76x10

m 4.2000

m 4.1365

T4

68 - 64

L76x76x10

4.2000

4.1365

T7

56 - 52

L76x76x10

4.2000

T8

52 - 48

L76x76x10

T9

48 - 44

T10

44 - 40

Kl/r

Fa

A

kPa 32360

mm2 1361

Actual P kg -80.31

178.4 K=1.00

32360

1361

-587.97

4492.03

0.131

4.1238

177.8 K=1.00

32560

1361

-208.82

4519.74

0.046

4.2000

4.1238

177.8 K=1.00

32560

1361

-606.07

4519.74

0.134

L76x76x10

4.2000

4.0984

176.7 K=1.00

32965

1361

-1021.52

4575.93

0.223

L76x76x10

4.2000

4.0984

176.7 K=1.00

32965

1361

-1938.30

4575.93

0.424

178.4 K=1.00

Page

Job

RISATower

53 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Inner Bracing Design Data (Compression) Section No.

Elevation

Size

L

Lu

T11

m 40 - 36.5

L76x76x8

m 2.9698

m 2.9698

T12

36.5 - 32.5

L76x76x8

3.4288

3.4288

T13

32.5 - 29

L76x76x8

3.9527

T14

29 - 25

KL/R > 250 (C) - 217 L76x76x8

T15

25 - 21

T16

Kl/r

Fa

A mm2 1148

Actual P kg -364.90

Allow. Pa kg 3059.61

Ratio P Pa 0.119

kPa 26128

229.2 K=1.00

19602

1148

-227.71

2295.41

0.099

3.9527

264.2 K=1.00

14749

1148

-97.64

1727.19

0.057

4.4116

4.4116

294.9 K=1.00

11840

1148

-70.16

1386.55

0.051

KL/R > 250 (C) - 237 L76x76x8

4.9356

4.9356

329.9 K=1.00

9460

1148

-66.24

1107.78

0.060

21 - 17

KL/R > 250 (C) - 257 L102x102x6

5.8160

5.8160

288.0 K=1.00

12412

1252

-48.60

1584.09

0.031

T17

17 - 13

KL/R > 250 (C) - 277 L102x102x6

6.6963

6.6963

331.6 K=1.00

9363

1252

-36.26

1194.95

0.030*

T18

13 - 9

KL/R > 250 (C) - 300 L102x102x6

7.5766

7.5766

375.2 K=1.00

7313

1252

-57.98

933.40

0.062

T19

9-0

KL/R > 250 (C) - 317 L102x102x6

8.4570

8.4570

418.8 K=1.00

5870

1252

-105.95

749.19

0.141*

A 2

Allow. Pa kg 15828.97

Ratio P Pa 0.003

198.5 K=1.00

KL/R > 250 (C) - 339

*

DL controls

Tension Checks Leg Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

T1

m 80 - 76

L64x64x10

m 4.0000

m 4.0000

209.1

kPa 224080

mm 693

Actual P kg 42.92

T2

76 - 72

L64x64x10

4.0000

4.0000

209.1

224080

693

251.79

15828.97

0.016

T3

72 - 68

L64x64x10

4.0000

4.0000

209.1

224080

693

1123.29

15828.97

0.071

T4

68 - 64

L64x64x10

4.0000

4.0000

209.1

224080

693

2102.32

15828.97

0.133

T6

60 - 56

L76x76x10

4.0000

4.0000

172.5

224080

938

1082.29

21430.84

0.051

T7

56 - 52

L76x76x10

4.0000

4.0000

172.5

224080

938

2705.82

21430.84

0.126

T8

52 - 48

L102x102x10

4.0000

4.0000

128.0

224080

1422

5210.24

32487.16

0.160

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. PLANADAS CONDICION ACTUAL.

Calle 101 No. 70 G - 25.

Section No.

54 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T9

48 - 44

L102x102x10

4.0000

4.0000

128.0

224080

1422

8321.20

32487.16

0.256

T10

44 - 40

L102x102x10

4.0000

4.0000

128.0

224080

1422

11627.75

32487.16

0.358

T11

40 - 36.5

L102x102x10

3.5300

3.5300

113.0

224080

1422

15704.01

32487.16

0.483

T12

36.5 - 32.5

L102x102x10

4.0342

4.0342

129.1

224080

1422

17781.55

32487.16

0.547

T13

32.5 - 29

L127x127x13

3.5300

3.5300

90.2

224080

2500

19659.33

57124.53

0.344

T14

29 - 25

L127x127x13

4.0342

4.0342

103.1

224080

2500

21067.92

57124.53

0.369

T15

25 - 21

L127x127x13

4.0957

4.0957

104.7

224080

2500

23058.10

57124.53

0.404

T16

21 - 17

L127x127x13

4.0957

4.0957

104.7

224080

2500

22596.30

57124.53

0.396

T17

17 - 13

L127x127x13

4.0957

4.0957

104.7

224080

2500

22544.68

57124.53

0.395

T18

13 - 9

L127x127x13

4.0957

4.0957

104.7

224080

2500

22938.17

57124.53

0.402

T19

9-0

L127x127x13

9.9925

9.9925

255.5

224080

2500

24936.20

57124.53

0.437

2

Allow. Pa kg 20672.93

Ratio P Pa 0.005

Diagonal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T1

m 80 - 76

L76x76x10

m 5.8000

m 2.8562

123.2

kPa 148927

mm 1361

Actual P kg 110.98

T2

76 - 72

L76x76x10

5.8000

2.8562

123.2

148927

1361

386.60

20672.93

0.019

T3

72 - 68

L76x76x10

5.8000

2.8562

123.2

148927

1361

671.10

20672.93

0.032

T4

68 - 64

L76x76x10

5.8000

2.8562

123.2

148927

1361

1373.40

20672.93

0.066

T5

64 - 60

L76x76x10

5.8000

2.8562

123.2

148927

1361

260.69

20672.93

0.013

T6

60 - 56

L76x76x10

5.8000

2.8474

122.8

148927

1361

588.38

20672.93

0.028

T7

56 - 52

L76x76x10

5.8000

2.8474

122.8

148927

1361

1132.54

20672.93

0.055

T8

52 - 48

L76x76x10

5.8000

2.8474

122.8

148927

1361

1598.88

20672.93

0.077

T9

48 - 44

L76x76x10

5.8000

2.8298

122.0

148927

1361

2155.10

20672.93

0.104

T10

44 - 40

L76x76x10

5.8000

2.8298

122.0

148927

1361

3138.26

20672.93

0.152

T11

40 - 36.5

L102x102x8

4.2701

4.1814

132.8

148927

1548

1481.66

23514.24

0.063

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

Elevation

55 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

Kl/r

Fa

A

T12

m 36.5 - 32.5

L102x102x8

m 4.8938

m 4.8056

152.6

kPa 148927

T13

32.5 - 29

L102x102x8

4.6996

4.6045

146.2

T14

29 - 25

L102x102x8

5.3214

5.2251

T15

25 - 21

L102x102x8

5.7706

T16

21 - 17

L102x102x8

T17

17 - 13

T18 T19

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

mm2 1548

Actual P kg 1392.15

Allow. Pa kg 23514.24

Ratio P Pa 0.059

148927

1548

1383.24

23514.24

0.059

165.9

148927

1548

1721.69

23514.24

0.073

5.6825

180.4

148927

1548

25.95

23514.24

0.001

6.2296

6.1467

195.2

148927

1548

610.69

23514.24

0.026

L102x102x8

6.7149

6.6359

210.7

148927

1548

1065.08

23514.24

0.045

13 - 9

L102x102x8

7.2213

7.1451

226.9

148927

1548

1087.79

23514.24

0.046

9-0

L76x76x8

13.1274

13.0401

556.8

148927

1148

3426.00

17439.72

0.196

2

Allow. Pa kg 20672.93

Ratio P Pa 0.058

L/R > 500 (T) - 332

Horizontal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T11

m 40 - 36.5

L76x76x10

m 4.2000

m 2.0492

88.4

kPa 148927

mm 1361

Actual P kg 1188.71

T12

36.5 - 32.5

L76x76x10

4.8490

2.3737

102.4

148927

1361

1023.50

20672.93

0.050

T13

32.5 - 29

L76x76x10

5.5900

2.7442

118.3

148927

1361

1014.26

20672.93

0.049

T14

29 - 25

L76x76x10

6.2390

3.0560

131.8

148927

1361

1248.75

20672.93

0.060

T15

25 - 21

L102x102x8

6.9800

3.4265

108.8

148927

1548

791.32

23514.24

0.034

T16

21 - 17

L102x102x8

8.2250

4.0490

128.6

148927

1548

662.45

23514.24

0.028

T17

17 - 13

L102x102x8

9.4700

4.6715

148.3

148927

1548

1122.09

23514.24

0.048

T18

13 - 9

L102x102x8

10.7150

5.2940

168.1

148927

1548

1317.88

23514.24

0.056

T19

9-0

L102x102x8

11.9600

5.9165

187.8

148927

1548

3117.15

23514.24

0.133

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

56 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

13:51:22 09/24/13 Designed by

Ing. C. Londoño M.

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A 2

T1

m 80 - 76

L76x76x10

m 4.2000

m 4.1365

178.4

kPa 148927

mm 1361

Actual P kg 25.56

Allow. Pa kg 20672.93

Ratio P Pa 0.001

T2

76 - 72

L76x76x10

4.2000

4.1365

178.4

148927

1361

236.29

20672.93

0.011

T3

72 - 68

L76x76x10

4.2000

4.1365

178.4

148927

1361

570.56

20672.93

0.028

T4

68 - 64

L76x76x10

4.2000

4.1365

178.4

148927

1361

1089.05

20672.93

0.053

T5

64 - 60

L76x76x10

4.2000

4.1365

178.4

148927

1361

1869.23

20672.93

0.090

T6

60 - 56

L76x76x10

4.2000

4.1238

177.8

148927

1361

2034.67

20672.93

0.098

T7

56 - 52

L76x76x10

4.2000

4.1238

177.8

148927

1361

2669.72

20672.93

0.129

T8

52 - 48

L76x76x10

4.2000

4.1238

177.8

148927

1361

2947.76

20672.93

0.143

T9

48 - 44

L76x76x10

4.2000

4.0984

176.7

148927

1361

3207.22

20672.93

0.155

T10

44 - 40

L76x76x10

4.2000

4.0984

176.7

148927

1361

4548.40

20672.93

0.220

2

Allow. Pa kg 17439.72

Ratio P Pa 0.020

Inner Bracing Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T11

m 40 - 36.5

L76x76x8

m 2.9698

m 2.9698

126.8

kPa 148927

mm 1148

Actual P kg 343.26

T12

36.5 - 32.5

L76x76x8

3.4288

3.4288

146.4

148927

1148

202.96

17439.72

0.012

T13

32.5 - 29

L76x76x8

3.9527

3.9527

168.8

148927

1148

72.36

17439.72

0.004

T14

29 - 25

L76x76x8

4.4116

4.4116

188.4

148927

1148

41.81

17439.72

0.002

T15

25 - 21

L76x76x8

4.9356

4.9356

210.8

148927

1148

10.62

17439.72

0.001

RISATower

Page

Job

I. P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.

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

57 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

13:51:22 09/24/13

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

Pass Fail

80 - 76

Leg Diagonal Top Girt Leg Diagonal Top Girt

L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10

3 13 7 19 26 22

-310.28 -238.19 25.56 -1015.91 -643.38 236.29

5975.28 5191.70 27557.02 5975.28 5191.70 27557.02

5.2 4.6 0.3 17.0 12.4 0.9 1.2 (b) 37.7 21.0 2.1 2.9 (b) 67.9 31.5 9.8 59.5 35.8 6.8 9.5 (b) 43.8 18.8 43.8 55.1 79.4 47.0 7.4 10.3 (b) 105.0 60.6 9.7 13.5 (b) 60.4 63.0 10.7 14.9 (b) 77.0 74.9 16.7 92.5 102.2 31.8 104.6 13.6 4.5 6.0 (b) 8.9 127.3 17.4 4.8 5.2 (b) 7.4 56.3 16.3 5.4 4.2 65.7 89.1 (b) 25.6

Pass Pass Pass Pass Pass Pass

T2

76 - 72

T3

72 - 68

Leg Diagonal Top Girt

L64x64x10 L76x76x10 L76x76x10

35 44 38

-2255.64 -1090.70 570.56

5975.28 5191.70 27557.02

T4

68 - 64

T5

64 - 60

Leg Diagonal Top Girt Leg Diagonal Top Girt

L64x64x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10

51 60 56 67 76 71

-4060.12 -1634.88 -587.97 -6295.05 -1858.82 1869.23

5975.28 5191.70 5987.87 10588.01 5191.70 27557.02

Guy A@64 Guy B@64 Guy C@64 Guy D@64 Leg Diagonal Top Girt

16 16 16 16 L76x76x10 L76x76x10 L76x76x10

344 343 342 341 83 92 87

4216.64 1804.64 4215.74 5298.69 -8404.43 -2455.68 2034.67

9616.16 9616.16 9616.16 9616.16 10588.01 5223.73 27557.02

T6

60 - 56

T7

56 - 52

Leg Diagonal Top Girt

L76x76x10 L76x76x10 L76x76x10

99 108 103

-11115.56 -3163.89 2669.72

10588.01 5223.73 27557.02

T8

52 - 48

Leg Diagonal Top Girt

L102x102x10 L76x76x10 L76x76x10

115 124 119

-15378.83 -3292.35 2947.76

25461.10 5223.73 27557.02

T9

48 - 44

T10

44 - 40

T11

40 - 36.5

Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Horizontal

L102x102x10 L76x76x10 L76x76x10 L102x102x10 L76x76x10 L76x76x10 L102x102x10 L102x102x8 L76x76x10

131 140 136 147 156 152 163 167 165

-19616.38 -3959.72 -1021.52 -23550.75 -5406.28 -1938.30 -31329.36 -1670.98 -960.10

25461.10 5288.68 6099.72 25461.10 5288.68 6099.72 29962.03 12294.97 21130.49

T12

36.5 - 32.5

Inner Bracing Leg Diagonal Horizontal

L76x76x8 L102x102x10 L102x102x8 L76x76x10

178 183 187 185

-364.90 -31966.30 -1623.75 -948.39

4078.46 25118.57 9308.29 19646.53

T13

32.5 - 29

T14

29 - 25

Inner Bracing Leg Diagonal Horizontal Inner Bracing Leg

L76x76x8 L127x127x13 L102x102x8 L76x76x10 L76x76x8 L127x127x13

197 203 207 205 217 223

-227.71 -33675.52 -1647.99 -953.51 -97.64 -35575.58

3059.79 59766.43 10139.31 17812.90 2302.35 54151.57

Diagonal

L102x102x8

227

-2016.11

7873.67

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

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

No.

T15

Project

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

Critical Element

P kg

SF*Pallow kg

25 - 21

Horizontal Inner Bracing Leg

L76x76x10 L76x76x8 L127x127x13

225 237 243

-1153.26 -70.16 -38647.40

16152.80 1848.27 53436.40

Diagonal Horizontal

L102x102x8 L102x102x8

247 248

-385.02 -1617.63

Inner Bracing Leg Diagonal Horizontal

L76x76x8 L127x127x13 L102x102x8 L102x102x8

257 263 267 265

-66.24 -39225.91 -1069.65 -558.82

Inner Bracing Leg Diagonal Horizontal

L102x102x6 L127x127x13 L102x102x8 L102x102x8

277 283 287 285

-48.60 -40449.06 -1619.71 -961.19

Inner Bracing Leg

L102x102x6 L127x127x13

300 303

-36.26 -42169.23

Diagonal Horizontal

L102x102x8 L102x102x8

307 305

-1750.51 -971.47

Inner Bracing Leg Diagonal Horizontal Inner Bracing

L102x102x6 L127x127x13 L76x76x8 L102x102x8 L102x102x6

317 323 333 331 338

-57.98 -47984.64 -4058.29 -6760.71 -105.95

T17

17 - 13

T18

13 - 9

9-0

13:51:22 09/24/13

Client

Component Type

21 - 17

T19

Date

Elevation m

T16

58 of 58

TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH

Calle 101 No. 70 G - 25.

Section

Page

Job

Designed by

Ing. C. Londoño M.

% Capacity

Pass Fail

7.1 3.8 72.3 96.8 (b) 6657.13 5.8 26056.06 6.2 6.6 (b) 1476.67 4.5 53436.40 73.4 5689.54 18.8 24686.19 2.3 2.7 (b) 2111.59 2.3 53436.40 75.7 4881.72 33.2 23207.06 4.1 4.6 (b) 1194.95 3.0 53436.40 78.9 79.3 (b) 6853.70 25.5 21620.79 4.5 5.3 (b) 1244.22 4.7 42201.67 113.7 3384.71 119.9 23290.69 29.0 749.19 14.1 Summary Leg (T12) 127.3 Diagonal 119.9 (T19) Horizontal 29.0 (T19) Top Girt 31.8 (T10) Inner 14.1 Bracing (T19) Guy A (T5) 43.8 Guy B (T5) 18.8 43.8 Guy C (T5) Guy D (T5) 55.1 Bolt Checks 96.8 RATING = 127.3

Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Fail Pass 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. ACTUAL EB. PLANADAS.eri

Maximum Values

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

Deflection (mm)

Elevation (m)

0 80.0000

50

Tilt (deg) 100

0

0.05

Twist (deg) 0.1

0

0.05

0.1 80.0000

76.0000

76.0000

72.0000

72.0000

68.0000

68.0000

64.0000

64.0000

60.0000

60.0000

56.0000

56.0000

52.0000

52.0000

48.0000

48.0000

44.0000

44.0000

40.0000

40.0000

36.5000

36.5000

32.5000

32.5000

29.0000

29.0000

25.0000

25.0000

21.0000

21.0000

17.0000

17.0000

13.0000

13.0000

9.0000

9.0000

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

0.05

0.1

DIAGRAMA DE DEFLEXIONES-TC80m PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-5

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS.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

76.0000

76.0000

73.0000

73.0000

73.0000

72.0000

72.0000

69.0000

69.0000

69.0000

68.0000

68.0000

65.0000

65.0000

65.0000

64.0000

64.0000

61.0000

61.0000

61.0000

60.0000

60.0000

57.0000

57.0000

57.0000

56.0000

56.0000

53.0000

53.0000 52.0000

48.0000

48.0000

44.0000

44.0000

29.0000

25.0000

21.0000 19.0000

19.0000

17.0000

19.0000

32.5000

29.0000

25.0000

1/2 (1 ANT TV E)

32.5000

36.5000

1/2 (2 ANT TV E)

36.5000

40.0000

1/2 (2 ANT TV E)

39.0000

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

39.0000

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

40.5000

39.0000

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

42.0000

40.5000

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

42.0000

40.5000

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

40.0000

42.0000

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

21.0000

17.0000

13.0000

13.0000 7/8 (1 ANT MW E)

Elevation (m)

53.0000 52.0000

9.0000

0.0000

9.0000

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=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-7

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

Stress Distribution Chart 0.0000 - 80.0000 > 100%

90%-100%

Elevation (m)

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

80.0000

80.0000

76.0000

76.0000

72.0000

72.0000

68.0000

68.0000

64.0000

64.0000

60.0000

60.0000

56.0000

56.0000

52.0000

52.0000

48.0000

48.0000

44.0000

44.0000

40.0000

40.0000

36.5000

36.5000

32.5000

32.5000

29.0000

29.0000

25.0000

25.0000

21.0000

21.0000

17.0000

17.0000

13.0000

13.0000

9.0000

9.0000

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=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-8

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

CONDICION NUEVA. EB. PLANADAS.

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

R=39.0000 m

314.5 430.3

1 3@1 2 @ 1.5

83.0 m

80.0 m

T3

1223.2

4.2

L51x51x5

L51x51x5

T1

L64x64x6

T2

R=39.0000 m

86.0 m

L64x64x10

T4

1223.2

76.0 m

T5

1223.2

72.0 m

68.0 m

R=39.0000 m

R=39.0000 m

T6

1223.2

PLAN

1269.4

10 @ 4

TYPE

1269.4

65 - 57.5

AT15-250 (N)

86

2 ANT TV 0.30x1.20m (E)

65 - 57.5

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

85 85

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

61 - 57.5 61 - 57.5

AT15-250 (N)

84

2 ANT TV 0.30x1.20m (E)

57 - 56.5

AT15-250 (N)

84

2 ANT TV 0.30x1.20m (E)

57 - 56.5

AT15-250 (N)

83

2 ANT TV 0.30x1.20m (E)

56.5 - 53

AT15-250 (N)

83

2 ANT TV 0.30x1.20m (E)

56.5 - 53

CxMANTENIMIENTO

80

2 ANT TV 0.30x1.20m (E)

42 - 41.5

2 ANT TV 0.30x1.20m (E)

73 - 58.5

2 ANT TV 0.30x1.20m (E)

40.5

2 ANT TV 0.30x1.20m (E)

73 - 58.5

1 ANT TV 0.30x1.20m (E)

39.5 - 39

2 ANT TV 0.30x1.20m (E)

69 - 58.5

8 FT DISH (1 ANT MW Ø2.40m E)

19

2 ANT TV 0.30x1.20m (E)

69 - 58.5

1269.4

T9

1360.5

T10

MATERIAL STRENGTH GRADE

1360.5

A36

A572-50

44.0 m

A572-50

Fy 344738 kPa

Fu 448159 kPa

GRADE A36

Fy 248211 kPa

Fu 399896 kPa

1 @ 3.5

1359.4 1560.6 1816.2

1 @ 3.5

4.849 L76x76x8

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: 173.2%

2051.8

29.0 m

25.0 m

2442.2

5@4

21.0 m

13.0 m

9.0 m

4232.7

AXIAL 46688 kg 1@9

L76x76x8

MAX. CORNER REACTIONS AT BASE: DOWN: 47526 kg UPLIFT: -24233 kg SHEAR: 20664 kg

2872.2

10.715

L102x102x6

2655.7

9.47

17.0 m

11.96

N.A.

L102x102x8

8.225

2208.6

6.98

L102x102x8

T16 T17 T18

L127x127x13

T20 T21

TOWER DESIGN NOTES 1. 2. 3. 4.

36.5 m

32.5 m

6.239

5.59

L76x76x10

T14 T15

1@4

40.0 m

T13

T12

T11

1360.5

48.0 m

L102x102x10

ELEVATION

2 ANT TV 0.30x1.20m (E)

52.0 m

T19

TYPE

86

m

56.0 m

ELEVATION

AT15-250 (N)

%

L76x76x10

86 - 41.5 85 84 83 80 73 69 65 61 57 56.5 42 40.5 39.5 19 58.5 57.5 56.5 - 39 53 DESIGNED APPURTENANCE LOADING

10 I T=

L76x76x10

N.A.

T7

AT15-250 CxMANTENIMIENTO 2 1 8 ANT FT DISH TV (N) 0.30x1.20m (1 ANT MW(E) Ø2.40m E) 50 . 44 73

60.0 m

= LC

T8

HS

L76x76x10

E 16

N.A.

64.0 m

SHEAR 25344 kg

MOMENT 918419 kg-m

34726.5 Weight (kg)

# Panels @ (m)

Face Width (m)

Inner Bracing

Horizontals

Top Girts

Diagonal Grade

Diagonals

Leg Grade

Legs

3468 kg R=39.0000 m

kg 90

Section

0.0 m

68

18.1

5954 kg

TORQUE 11912 kg-m REACTIONS - 120 kph WIND

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

Job:

SILUETA DE CALCULO-TC80+6m PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-1

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS.eri

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

1 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:08:02 09/24/13 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 1.0000 m at the top and 18.1000 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 2. 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. PLANADAS CONDICION NUEVA.

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

2 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:08:02 09/24/13 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

m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

Assembly Database

Description

Section Width m 1.0000 1.0000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.8490 5.5900 6.2390 6.9800 8.2250 9.4700 10.7150 11.9600

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

Section Length m 3.0000 3.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

3 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:08:02 09/24/13 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

m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

m 1.0000 1.5000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000

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

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

Has Horizontals

Top Girt Offset

Bottom Girt Offset

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

mm 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

Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-83.0000 T2 83.0000-80.0000 T3 80.0000-76.0000 T4 76.0000-72.0000 T5 72.0000-68.0000 T6 68.0000-64.0000 T7 64.0000-60.0000 T8 60.0000-56.0000 T9 56.0000-52.0000 T10 52.0000-48.0000 T11 48.0000-44.0000 T12 44.0000-40.0000 T13 40.0000-36.5000 T14

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

L64x64x10

Equal Angle

L76x76x10

Equal Angle

L64x64x10

Equal Angle

L76x76x10

Equal Angle

L64x64x10

Equal Angle

L76x76x10

Equal Angle

L64x64x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L102x102x10

Equal Angle

L76x76x10

Equal Angle

L102x102x10

Equal Angle

L76x76x10

Equal Angle

L102x102x10

Equal Angle

L76x76x10

Equal Angle

L102x102x10

Equal Angle

L102x102x8

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) A572-50 (344738 kPa) A572-50

Equal Angle

L102x102x8

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

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Tower Elevation m 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

4 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg Type

Leg Size

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Equal Angle

L127x127x13

Leg Grade (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)

Diagonal Type

Diagonal Size

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L76x76x8

16:08:02 09/24/13 Designed by

Ing. C. Londoño M. Diagonal Grade (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)

Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-83.0000 T2 83.0000-80.0000 T3 80.0000-76.0000 T4 76.0000-72.0000 T5 72.0000-68.0000 T6 68.0000-64.0000 T7 64.0000-60.0000 T8 60.0000-56.0000 T9 56.0000-52.0000 T10 52.0000-48.0000 T11 48.0000-44.0000 T12 44.0000-40.0000 T13 40.0000-36.5000

Top Girt Type

Top Girt Size

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

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)

Page

Job

RISATower

5 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

16:08:02 09/24/13

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 T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000

No. of Mid Girts None

Mid Girt Type

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

Mid Girt Size

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)

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

A36 (248211 kPa) 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 T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000

Secondary Horizontal Type

Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round

Secondary Horizontal Size

Secondary Horizontal Grade

Inner Bracing Type

Inner Bracing Size

Inner Bracing 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

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L102x102x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

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

Page

Job

RISATower

6 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

16:08:02 09/24/13

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 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00

m2 0.0000

mm 0

0.0000

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

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

A36 (248211 kPa)

1.1

1

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

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

Page

Job

RISATower

7 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

16:08:02 09/24/13

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 13.0000-9.000 0 T21 9.0000-0.0000

m2

mm

0.0000

0

A36 (248211 kPa)

1.4

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 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14

Calc K Single Angles

Calc K Solid Rounds

Legs

X Brace Diags X Y 1 1

K Brace Diags X Y 1 1

No

No

1

No

No

1

1 1

No

No

0.5

No

No

No

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 0.5

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.5

1 1

1 1

No

No

0.5

1

1

1

1

0.5

1

1

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

16:08:02 09/24/13

Client

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

Calc K Single Angles

8 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Tower Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Calc K Solid Rounds

Legs

X Brace Diags X Y 1

K Brace Diags X Y 0.5

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 36.5000-32.50 1 1 0.5 1 1 00 T15 No No 0.5 1 1 1 1 0.5 1 1 32.5000-29.00 1 0.5 1 1 0.25 1 1 00 T16 No No 0.5 1 1 1 1 0.5 1 1 29.0000-25.00 1 0.5 1 1 0.25 1 1 00 T17 No No 0.5 1 1 1 1 0.5 1 1 25.0000-21.00 1 0.5 1 1 0.25 1 1 00 T18 No No 0.5 1 1 1 1 0.5 1 1 21.0000-17.00 1 0.5 1 1 0.25 1 1 00 T19 No No 0.5 1 1 1 1 0.25 1 1 17.0000-13.00 1 0.5 1 1 0.25 1 1 00 T20 No No 0.5 1 0.5 1 1 0.25 1 1 13.0000-9.000 1 0.5 1 1 0.25 1 1 0 No No 0.25 1 0.25 1 1 0.25 1 1 T21 1 0.25 1 1 0.25 1 1 9.0000-0.0000 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 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 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

1

0

1

0

1

0

0.75

0

1

0

0.75

Project

16:08:02 09/24/13

Client

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

T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00 T20 13.0000-9.000 0 T21 9.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Leg

9 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Tower Elevation m

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Diagonal

Top Girt

Bottom Girt

Net Width Deduct mm

U

Net Width Deduct mm

U

Net Width Deduct mm

U

U

1

Net Width Deduct mm 0

0

1

0

1

0

0

1

0

1

0

1

0

1

0

1

0

0

1

0

1

0

1

0

0

1

0

Mid Girt

U

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

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

Tower Section Geometry (cont’d)

U

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00

16:08:02 09/24/13

Client

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

Leg Connection Type

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Tower Elevation m

10 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

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

2

16 A394T0

2

6

16 A394T0

2

16 A394T0

19 A394T0

8

16 A394T0

2

Sleeve SS

19 A394T0

8

16 A394T0

Sleeve SS

19 A394T0

8

Sleeve SS

19 A394T0

Sleeve SS

Mid Girt

Ing. C. Londoño M.

Long Horizontal Short Horizontal

Bolt Size mm 16 A325N

No.

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A325N

No.

0

16 A325N

2

16 A394T0

0

16 A325N

0

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

8

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

19 A394T0

8

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

Sleeve SS

19 A394T0

8

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

Sleeve SS

19 A394T0

8

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

2

16 A325N

0

Sleeve SS

19 A394T0

4

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

2

16 A325N

0

Sleeve SS

19 A394T0

6

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

2

16 A325N

0

Sleeve SS

19 A394T0

12

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

12

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

6

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

6

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

12

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

6

1

1

0

2

0

0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg

T20 Sleeve SS 13.0000-9.000 0 T21 Sleeve SS 9.0000-0.0000

16:08:02 09/24/13

Client

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

Leg Connection Type

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Tower Elevation m

11 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Diagonal

Bolt Size mm 19 A394T0

No.

19 A394T0

8

8

Top Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

3

3

Bottom Girt

Bolt Size mm 16 A394T0

No.

16 A394T0

0

0

Bolt Size mm 16 A394T0

No.

16 A394T0

0

Mid Girt

0

Ing. C. Londoño M.

Long Horizontal Short Horizontal

Bolt Size mm 16 A325N

No.

16 A325N

2

2

Bolt Size mm 16 A394T0

No.

16 A394T0

3

3

Bolt Size mm 16 A325N

No.

16 A325N

0

0

Guy Data Guy Elevation

Guy Grade

m 64

EHS

A B C D

Guy Size

Initial Tension

16 16 16 16

kg 1923.23 1923.23 1923.23 1923.23

%

Guy Modulus

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

Guy Weight

Lu

Anchor Radius

kglm 1.21 1.21 1.21 1.21

m 73.3824 73.3824 73.3824 73.3824

m 39.0000 39.0000 39.0000 39.0000

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%

Guy Data(cont’d) Guy Elevation m

Mount Type

64

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 64.0000

Diagonal Grade

Diagonal Type

A572-50 (344738 kPa)

Solid Round

Upper Diagonal Size

Lower Diagonal Size

Is Strap.

Pull-Off Grade

Pull-Off Type

A572-50 (344738 kPa)

Solid Round

Guy Data (cont’d)

Pull-Off Size

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

Cable Weight A kg 88.78

m 64

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Guy Elevation

12 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Cable Weight B kg 88.78

Cable Weight C kg 88.78

Cable Weight D kg 88.78

Tower Intercept A m 1.6619 4.0 sec/pulse

Tower Intercept B m 1.6619 4.0 sec/pulse

Tower Intercept C m 1.6619 4.0 sec/pulse

16:08:02 09/24/13 Designed by

Ing. C. Londoño M. Tower Intercept D m 1.6619 4.0 sec/pulse

Guy Data (cont’d) Guy Elevation m

Calc K Single Angles No

64

Torque Arm Kx Ky

Calc K Solid Rounds No

Kx

Pull Off Ky

Diagonal Kx Ky

1

1

1

1

Guy Data (cont’d) Guy Elevation m 64

Bolt Size mm 16 A325N

Torque-Arm Number Net Width Deduct mm 0 0

U

Bolt Size mm

0.75

16 A325N

Pull Off Number Net Width Deduct mm 0 0

U

Bolt Size mm

0.75

16 A325N

Diagonal Number Net Width Deduct mm 0 0

U

0.75

Guy Pressures Guy Elevation m 64

Guy Location A B C D

z

qz

m 32.0000 32.0000 32.0000 32.0000

kPa 0.95 0.95 0.95 0.95

qz Ice kPa

Ice Thickness mm

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

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)

Face Allow or Shield Leg D No

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 73.0000 - 0.0000

2

2

Clear Spacing mm 15

Width or Perimeter Diameter mm mm 15

Weight kglm 0.37

D

No

Ar (CfAe)

69.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

65.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

61.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

57.0000 - 0.0000

2

2

15

15

0.37

RISATower

1/2 (4 ANT TV E) 1/2 (2 ANT TV E) 1/2 (2 ANT TV E) 1/2 (1 ANT TV E) 7/8 (1 ANT MW E) 3 (8 ANT RF N)

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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 53.0000 - 0.0000

2

2

Clear Spacing mm 15

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Width or Perimeter Diameter mm mm 15

Weight kglm 0.37

D

No

Ar (CfAe)

42.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

40.5000 - 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)

19.0000 - 0.0000

1

1

28

28

0.80

D

No

Ar (CfAe)

84.0000 - 0.0000

2

2

76

76

2.65

Feed Line/Linear Appurtenances Section Areas Tower Section

13 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Description

Page

Job

T1

Tower Elevation m 86.0000-83.0000

T2

83.0000-80.0000

T3

80.0000-76.0000

T4

76.0000-72.0000

T5

72.0000-68.0000

T6

68.0000-64.0000

T7

64.0000-60.0000

T8

60.0000-56.0000

T9

56.0000-52.0000

T10

52.0000-48.0000

Face

AR

AF

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

m2 0.000 0.000 0.000 0.153 0.000 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319

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

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

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

Weight kg 0.00 0.00 0.00 5.30 0.00 0.00 0.00 15.89 0.00 0.00 0.00 21.19 0.00 0.00 0.00 21.94 0.00 0.00 0.00 24.91 0.00 0.00 0.00 27.89 0.00 0.00 0.00 30.86 0.00 0.00 0.00 33.84 0.00 0.00 0.00 36.82 0.00 0.00 0.00 39.05

RISATower I. P. DOLMEN S.A.

Tower Section T11

Tower Elevation m 48.0000-44.0000

T12

44.0000-40.0000

T13

40.0000-36.5000

T14

36.5000-32.5000

T15

32.5000-29.0000

T16

29.0000-25.0000

T17

25.0000-21.0000

T18

21.0000-17.0000

T19

17.0000-13.0000

T20

13.0000-9.0000

T21

9.0000-0.0000

14 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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

m2 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619

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

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

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

Weight kg 0.00 0.00 0.00 39.05 0.00 0.00 0.00 39.98 0.00 0.00 0.00 37.70 0.00 0.00 0.00 43.51 0.00 0.00 0.00 38.07 0.00 0.00 0.00 43.51 0.00 0.00 0.00 43.51 0.00 0.00 0.00 45.12 0.00 0.00 0.00 46.73 0.00 0.00 0.00 46.73 0.00 0.00 0.00 105.14

Feed Line Center of Pressure Section

Elevation

CPX

CPZ

T1 T2 T3 T4 T5 T6 T7 T8

m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000

mm 0 0 0 0 0 0 0 0

mm 22 111 162 169 197 224 238 263

CPX Ice mm 0 0 0 0 0 0 0 0

CPZ Ice mm 22 111 162 169 197 224 238 263

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

15 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

16:08:02 09/24/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Section

Elevation

CPX

CPZ

T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21

m 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

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

mm 287 277 258 264 286 332 305 343 372 419 401 424 764

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

Ing. C. Londoño M.

CPZ Ice mm 287 277 258 264 286 332 305 343 372 419 401 424 764

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 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

Offsets: Horz Lateral Vert m m m 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

58.5000 73.0000

No Ice

0.3000

0.0800

24.00

0.0000

58.5000 73.0000

No Ice

0.3000

0.0800

24.00

0.0000

58.5000 69.0000

No Ice

0.3000

0.0800

24.00

0.0000

58.5000 69.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 65.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 65.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 61.0000

No Ice

0.3000

0.0800

24.00

RISATower I. P. DOLMEN S.A.

Description

Face or Leg

16 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

Page

Job

16:08:02 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Leg

2 ANT TV 0.30x1.20m (E)

A

From Leg

1 ANT TV 0.30x1.20m (E)

A

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

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000

Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

57.5000 61.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 57.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 57.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 53.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 53.0000

No Ice

0.3000

0.0800

24.00

0.0000

41.5000 42.0000

No Ice

0.3000

0.0800

24.00

0.0000

40.5000

No Ice

0.3000

0.0800

24.00

0.0000

39.5000 39.0000

No Ice

0.1500

0.0400

12.00

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

Page

Job

RISATower

17 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

Description

Face or Leg

Dish Type

Offset Type

8 FT DISH (1 ANT MW Ø2.40m E)

D

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

° Worst

°

m 19.0000

m 2.4384

No Ice

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Aperture Area

Weight

m2 4.6730

kg 113.85

Tower Pressures - No Ice GH = 1.092 Section Elevation

z

KZ

qz

AG

m 84.5000

1.837

kPa 1.25

m2 3.109

T2 83.0000-80.00 00

81.5000

1.818

1.24

7.924

T3 80.0000-76.00 00

78.0000

1.795

1.22

16.955

T4 76.0000-72.00 00

74.0000

1.769

1.21

16.955

T5 72.0000-68.00 00

70.0000

1.741

1.19

16.955

T6 68.0000-64.00 00

66.0000

1.712

1.17

16.955

T7 64.0000-60.00 00

62.0000

1.681

1.15

16.980

T8 60.0000-56.00 00

58.0000

1.65

1.12

16.980

T9 56.0000-52.00 00

54.0000

1.616

1.10

16.980

T10 52.0000-48.00 00

50.0000

1.581

1.08

17.030

T11 48.0000-44.00

46.0000

1.544

1.05

17.030

m T1 86.0000-83.00 00

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

AF

AR

Aleg

m2 0.915 0.915 0.915 0.915 1.262 1.262 1.262 1.262 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.973 1.973 1.973 1.973 1.971 1.971 1.971 1.971 1.971 1.971 1.971 1.971 2.191 2.191 2.191 2.191 2.385 2.385

m2 0.000 0.000 0.000 0.153 0.000 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319 0.000 0.000

m2 0.381

0.477

0.508

0.508

0.508

0.508

0.610

0.610

0.610

0.813

0.813

Leg %

41.62 41.62 41.62 35.66 37.81 37.81 37.81 27.73 27.27 27.27 27.27 20.53 27.27 27.27 27.27 20.29 27.27 27.27 27.27 19.37 27.27 27.27 27.27 18.54 30.89 30.89 30.89 20.54 30.93 30.93 30.93 19.77 30.93 30.93 30.93 19.04 37.09 37.09 37.09 23.16 34.08 34.08

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

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

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

z

m

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section Elevation

18 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

KZ

m

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

00 T12 44.0000-40.00 00

42.0000

1.504

1.03

17.030

T13 40.0000-36.50 00

38.2500

1.465

1.00

16.038

T14 36.5000-32.50 00

34.5000

1.422

0.97

21.109

T15 32.5000-29.00 00

30.7500

1.376

0.94

20.955

T16 29.0000-25.00 00

27.0000

1.326

0.90

26.729

T17 25.0000-21.00 00

23.0000

1.267

0.86

30.703

T18 21.0000-17.00 00

19.0000

1.199

0.82

35.683

T19 17.0000-13.00 00

15.0000

1.121

0.76

40.663

T20 13.0000-9.000 0

11.0000

1.026

0.70

45.643

T21 9.0000-0.0000

4.5000

1

0.68

135.958

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

AF

AR

Aleg

m2 2.385 2.385 2.385 2.385 2.385 2.385 2.255 2.255 2.255 2.255 2.590 2.590 2.590 2.590 2.868 2.868 2.868 2.868 3.249 3.249 3.249 3.249 3.470 3.470 3.470 3.470 3.735 3.735 3.735 3.735 4.673 4.673 4.673 4.673 4.995 4.995 4.995 4.995 8.019 8.019 8.019 8.019

m2 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619

m2

Leg %

34.08 21.94 34.08 34.08 34.08 21.73 31.81 31.81 31.81 20.21 31.66 31.66 31.66 20.07 31.26 31.26 31.26 21.47 31.54 31.54 31.54 21.60 29.98 29.98 29.98 20.95 27.86 27.86 27.86 19.68 22.26 22.26 22.26 16.56 20.83 20.83 20.83 15.75 31.65 31.65 31.65 21.81

0.813

0.717

0.820

0.897

1.025

1.040

1.040

1.040

1.040

2.538

16:08:02 09/24/13 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

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

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000

Tower Pressure - Service GH = 1.092 Section Elevation

z

m T1 86.0000-83.00 00 T2

KZ

qz

AG

m 84.5000

1.837

kPa 0.31

m2 3.109

81.5000

1.818

0.31

7.924

F a c e A B C D A

AF

AR

Aleg

m2 0.915 0.915 0.915 0.915 1.262

m2 0.000 0.000 0.000 0.153 0.000

m2 0.381

0.477

Leg %

41.62 41.62 41.62 35.66 37.81

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

z

m 83.0000-80.00 00

m

KZ

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section Elevation

19 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T3 80.0000-76.00 00

78.0000

1.795

0.31

16.955

T4 76.0000-72.00 00

74.0000

1.769

0.30

16.955

T5 72.0000-68.00 00

70.0000

1.741

0.30

16.955

T6 68.0000-64.00 00

66.0000

1.712

0.29

16.955

T7 64.0000-60.00 00

62.0000

1.681

0.29

16.980

T8 60.0000-56.00 00

58.0000

1.65

0.28

16.980

T9 56.0000-52.00 00

54.0000

1.616

0.28

16.980

T10 52.0000-48.00 00

50.0000

1.581

0.27

17.030

T11 48.0000-44.00 00

46.0000

1.544

0.26

17.030

T12 44.0000-40.00 00

42.0000

1.504

0.26

17.030

T13 40.0000-36.50 00

38.2500

1.465

0.25

16.038

T14 36.5000-32.50 00

34.5000

1.422

0.24

21.109

T15 32.5000-29.00 00

30.7500

1.376

0.23

20.955

T16 29.0000-25.00 00

27.0000

1.326

0.23

26.729

T17

23.0000

1.267

0.22

30.703

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 1.262 1.262 1.262 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.973 1.973 1.973 1.973 1.971 1.971 1.971 1.971 1.971 1.971 1.971 1.971 2.191 2.191 2.191 2.191 2.385 2.385 2.385 2.385 2.385 2.385 2.385 2.385 2.255 2.255 2.255 2.255 2.590 2.590 2.590 2.590 2.868 2.868 2.868 2.868 3.249 3.249 3.249 3.249 3.470

m2 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000

m2

0.508

0.508

0.508

0.508

0.610

0.610

0.610

0.813

0.813

0.813

0.717

0.820

0.897

1.025

1.040

Leg %

37.81 37.81 27.73 27.27 27.27 27.27 20.53 27.27 27.27 27.27 20.29 27.27 27.27 27.27 19.37 27.27 27.27 27.27 18.54 30.89 30.89 30.89 20.54 30.93 30.93 30.93 19.77 30.93 30.93 30.93 19.04 37.09 37.09 37.09 23.16 34.08 34.08 34.08 21.94 34.08 34.08 34.08 21.73 31.81 31.81 31.81 20.21 31.66 31.66 31.66 20.07 31.26 31.26 31.26 21.47 31.54 31.54 31.54 21.60 29.98

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

16:08:02 09/24/13 Designed by

Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

m 25.0000-21.00 00

m

16:08:02 09/24/13

Client

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

z

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section Elevation

20 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

KZ

qz

AG

kPa

m2

T18 21.0000-17.00 00

19.0000

1.199

0.20

35.683

T19 17.0000-13.00 00

15.0000

1.121

0.19

40.663

T20 13.0000-9.000 0

11.0000

1.026

0.17

45.643

T21 9.0000-0.0000

4.5000

1

0.17

135.958

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

AF

AR

Aleg

m2 3.470 3.470 3.470 3.735 3.735 3.735 3.735 4.673 4.673 4.673 4.673 4.995 4.995 4.995 4.995 8.019 8.019 8.019 8.019

m2 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619

m2

Leg %

1.040

1.040

1.040

2.538

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

29.98 29.98 20.95 27.86 27.86 27.86 19.68 22.26 22.26 22.26 16.56 20.83 20.83 20.83 15.75 31.65 31.65 31.65 21.81

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

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

Add Weight

m

kg

Self Weight

T1 86.0000-83.00 00

5.30

kg 314.53

T2 83.0000-80.00 00

15.89

430.32

T3 80.0000-76.00 00

21.19

1223.17

T4 76.0000-72.00 00

21.94

1223.17

T5 72.0000-68.00 00

24.91

1223.17

T6 68.0000-64.00 00

27.89

1223.17

T7 64.0000-60.00 00

30.86

1269.36

T8 60.0000-56.00 00

33.84

1269.36

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

e

0.294 0.294 0.294 0.344 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.11 0.11 0.11 0.162 0.116 0.116 0.116 0.175 0.116 0.116 0.116

CF

2.61 2.61 2.61 2.445 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.4 3.4 3.4 3.151 3.368 3.368 3.368 3.091 3.369 3.369 3.369

RR

0.614 0.614 0.614 0.63 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.576 0.576 0.576 0.583 0.577 0.577 0.577 0.586 0.577 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

AE

F

w

Ctrl. Face

m2 0.915 0.915 0.915 1.012 1.262 1.262 1.262 1.535 1.863 1.863 1.863 2.218 1.863 1.863 1.863 2.236 1.863 1.863 1.863 2.305 1.863 1.863 1.863 2.375 1.973 1.973 1.973 2.556 1.971 1.971 1.971

kg 344.72

kglm 114.91

D

615.33

205.11

D

974.09

243.52

D

964.56

241.14

D

968.88

242.22

D

971.56

242.89

D

1007.63

251.91

D

1004.88

251.22

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m

kg

kg

T9 56.0000-52.00 00

36.82

1269.36

T10 52.0000-48.00 00

39.05

1360.51

T11 48.0000-44.00 00

39.05

1360.51

T12 44.0000-40.00 00

39.98

1360.51

T13 40.0000-36.50 00

37.70

1359.36

T14 36.5000-32.50 00

43.51

1560.57

T15 32.5000-29.00 00

38.07

1816.24

T16 29.0000-25.00 00

43.51

2051.83

T17 25.0000-21.00 00

43.51

2208.60

T18 21.0000-17.00 00

45.12

2442.21

T19 17.0000-13.00 00

46.73

2655.67

T20 13.0000-9.000 0

46.73

2872.20

T21 9.0000-0.0000

105.14

4232.66

Sum Weight:

786.76

34726.47

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

21 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:08:02 09/24/13

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

0.182 0.116 0.116 0.116 0.189 0.129 0.129 0.129 0.206 0.14 0.14 0.14 0.217 0.14 0.14 0.14 0.22 0.141 0.141 0.141 0.221 0.123 0.123 0.123 0.194 0.137 0.137 0.137 0.199 0.122 0.122 0.122 0.178 0.113 0.113 0.113 0.162 0.105 0.105 0.105 0.148 0.115 0.115 0.115 0.154 0.109 0.109 0.109 0.145 0.059 0.059 0.059 0.086

CF

RR

3.061 3.369 3.369 3.369 3.03 3.307 3.307 3.307 2.954 3.252 3.252 3.252 2.906 3.252 3.252 3.252 2.897 3.249 3.249 3.249 2.89 3.336 3.336 3.336 3.008 3.267 3.267 3.267 2.983 3.342 3.342 3.342 3.079 3.384 3.384 3.384 3.15 3.426 3.426 3.426 3.214 3.375 3.375 3.375 3.184 3.402 3.402 3.402 3.23 3.666 3.666 3.666 3.524

0.587 0.577 0.577 0.577 0.588 0.578 0.578 0.578 0.592 0.58 0.58 0.58 0.594 0.58 0.58 0.58 0.595 0.58 0.58 0.58 0.595 0.578 0.578 0.578 0.589 0.58 0.58 0.58 0.59 0.578 0.578 0.578 0.586 0.577 0.577 0.577 0.583 0.576 0.576 0.576 0.581 0.577 0.577 0.577 0.582 0.576 0.576 0.576 0.581 0.572 0.572 0.572 0.574

DF

DR

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

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

Designed by

Ing. C. Londoño M.

AE

F

w

m2 2.624 1.971 1.971 1.971 2.695 2.191 2.191 2.191 2.972 2.385 2.385 2.385 3.169 2.385 2.385 2.385 3.191 2.255 2.255 2.255 3.025 2.590 2.590 2.590 3.471 2.868 2.868 2.868 3.640 3.249 3.249 3.249 4.125 3.470 3.470 3.470 4.342 3.735 3.735 3.735 4.636 4.673 4.673 4.673 5.609 4.995 4.995 4.995 5.929 8.019 8.019 8.019 10.095

kg

kglm

1000.99

250.25

D

1052.87

263.22

D

1078.47

269.62

D

1055.00

263.75

D

971.39

277.54

D

1126.22

281.56

D

1133.55

323.87

D

1277.50

319.38

D

1314.28

328.57

D

1355.55

338.89

D

1518.76

379.69

D

1490.41

372.60

D

2698.80

299.87

D

23925.45

Tower Forces - No Ice - Wind 45 To Face

Ctrl. Face

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-83.00 00

5.30

kg 314.53

T2 83.0000-80.00 00

15.89

430.32

T3 80.0000-76.00 00

21.19

1223.17

T4 76.0000-72.00 00

21.94

1223.17

T5 72.0000-68.00 00

24.91

1223.17

T6 68.0000-64.00 00

27.89

1223.17

T7 64.0000-60.00 00

30.86

1269.36

T8 60.0000-56.00 00

33.84

1269.36

T9 56.0000-52.00 00

36.82

1269.36

T10 52.0000-48.00 00

39.05

1360.51

T11 48.0000-44.00 00

39.05

1360.51

T12 44.0000-40.00 00

39.98

1360.51

T13 40.0000-36.50 00

37.70

1359.36

T14 36.5000-32.50 00

43.51

1560.57

T15 32.5000-29.00 00

38.07

1816.24

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

22 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:08:02 09/24/13

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

0.294 0.294 0.294 0.344 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.11 0.11 0.11 0.162 0.116 0.116 0.116 0.175 0.116 0.116 0.116 0.182 0.116 0.116 0.116 0.189 0.129 0.129 0.129 0.206 0.14 0.14 0.14 0.217 0.14 0.14 0.14 0.22 0.141 0.141 0.141 0.221 0.123 0.123 0.123 0.194 0.137 0.137 0.137

CF

2.61 2.61 2.61 2.445 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.4 3.4 3.4 3.151 3.368 3.368 3.368 3.091 3.369 3.369 3.369 3.061 3.369 3.369 3.369 3.03 3.307 3.307 3.307 2.954 3.252 3.252 3.252 2.906 3.252 3.252 3.252 2.897 3.249 3.249 3.249 2.89 3.336 3.336 3.336 3.008 3.267 3.267 3.267

RR

0.614 0.614 0.614 0.63 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.576 0.576 0.576 0.583 0.577 0.577 0.577 0.586 0.577 0.577 0.577 0.587 0.577 0.577 0.577 0.588 0.578 0.578 0.578 0.592 0.58 0.58 0.58 0.594 0.58 0.58 0.58 0.595 0.58 0.58 0.58 0.595 0.578 0.578 0.578 0.589 0.58 0.58 0.58

DF

1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.082 1.082 1.082 1.121 1.087 1.087 1.087 1.131 1.087 1.087 1.087 1.136 1.087 1.087 1.087 1.141 1.097 1.097 1.097 1.155 1.105 1.105 1.105 1.163 1.105 1.105 1.105 1.165 1.105 1.105 1.105 1.166 1.092 1.092 1.092 1.145 1.103 1.103 1.103

DR

1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.082 1.082 1.082 1.121 1.087 1.087 1.087 1.131 1.087 1.087 1.087 1.136 1.087 1.087 1.087 1.141 1.097 1.097 1.097 1.155 1.105 1.105 1.105 1.163 1.105 1.105 1.105 1.165 1.105 1.105 1.105 1.166 1.092 1.092 1.092 1.145 1.103 1.103 1.103

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 1.099 1.099 1.099 1.214 1.413 1.413 1.413 1.785 2.017 2.017 2.017 2.461 2.017 2.017 2.017 2.483 2.017 2.017 2.017 2.572 2.017 2.017 2.017 2.662 2.145 2.145 2.145 2.891 2.142 2.142 2.142 2.981 2.142 2.142 2.142 3.075 2.403 2.403 2.403 3.431 2.636 2.636 2.636 3.686 2.636 2.636 2.636 3.717 2.493 2.493 2.493 3.527 2.828 2.828 2.828 3.974 3.162 3.162 3.162

kg 413.66

kglm 137.89

D

715.57

238.52

D

1080.73

270.18

D

1071.41

267.85

D

1081.25

270.31

D

1089.31

272.33

D

1139.73

284.93

D

1141.73

285.43

D

1142.53

285.63

D

1215.64

303.91

D

1254.39

313.60

D

1228.81

307.20

D

1132.61

323.60

D

1289.69

322.42

D

1303.00

372.28

D

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

23 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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 29.0000-25.00 00

43.51

2051.83

T17 25.0000-21.00 00

43.51

2208.60

T18 21.0000-17.00 00

45.12

2442.21

T19 17.0000-13.00 00

46.73

2655.67

T20 13.0000-9.000 0

46.73

2872.20

T21 9.0000-0.0000

105.14

4232.66

Sum Weight:

786.76

34726.47

16:08:02 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.199 0.122 0.122 0.122 0.178 0.113 0.113 0.113 0.162 0.105 0.105 0.105 0.148 0.115 0.115 0.115 0.154 0.109 0.109 0.109 0.145 0.059 0.059 0.059 0.086

CF

RR

DF

DR

2.983 3.342 3.342 3.342 3.079 3.384 3.384 3.384 3.15 3.426 3.426 3.426 3.214 3.375 3.375 3.375 3.184 3.402 3.402 3.402 3.23 3.666 3.666 3.666 3.524

0.59 0.578 0.578 0.578 0.586 0.577 0.577 0.577 0.583 0.576 0.576 0.576 0.581 0.577 0.577 0.577 0.582 0.576 0.576 0.576 0.581 0.572 0.572 0.572 0.574

1.149 1.091 1.091 1.091 1.133 1.085 1.085 1.085 1.121 1.078 1.078 1.078 1.111 1.086 1.086 1.086 1.116 1.082 1.082 1.082 1.109 1.044 1.044 1.044 1.064

1.149 1.091 1.091 1.091 1.133 1.085 1.085 1.085 1.121 1.078 1.078 1.078 1.111 1.086 1.086 1.086 1.116 1.082 1.082 1.082 1.109 1.044 1.044 1.044 1.064

Designed by

Ing. C. Londoño M.

AE

F

w

Ctrl. Face

m2 4.184 3.545 3.545 3.545 4.675 3.764 3.764 3.764 4.869 4.028 4.028 4.028 5.152 5.076 5.076 5.076 6.259 5.405 5.405 5.405 6.572 8.373 8.373 8.373 10.743

kg

kglm

1447.57

361.89

D

1473.68

368.42

D

1506.16

376.54

D

1694.72

423.68

D

1652.13

413.03

D

2872.06

319.12

D

26946.38

Tower Forces - Service - Wind Normal To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-83.00 00

5.30

kg 314.53

T2 83.0000-80.00 00

15.89

430.32

T3 80.0000-76.00 00

21.19

1223.17

T4 76.0000-72.00 00

21.94

1223.17

T5 72.0000-68.00 00

24.91

1223.17

T6 68.0000-64.00 00

27.89

1223.17

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

e

0.294 0.294 0.294 0.344 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.11 0.11 0.11

CF

2.61 2.61 2.61 2.445 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.4 3.4 3.4

RR

0.614 0.614 0.614 0.63 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.576 0.576 0.576

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

AE

F

w

Ctrl. Face

m2 0.915 0.915 0.915 1.012 1.262 1.262 1.262 1.535 1.863 1.863 1.863 2.218 1.863 1.863 1.863 2.236 1.863 1.863 1.863 2.305 1.863 1.863 1.863

kg 86.18

kglm 28.73

D

153.83

51.28

D

243.52

60.88

D

241.14

60.29

D

242.22

60.55

D

242.89

60.72

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m

kg

kg

T7 64.0000-60.00 00

30.86

1269.36

T8 60.0000-56.00 00

33.84

1269.36

T9 56.0000-52.00 00

36.82

1269.36

T10 52.0000-48.00 00

39.05

1360.51

T11 48.0000-44.00 00

39.05

1360.51

T12 44.0000-40.00 00

39.98

1360.51

T13 40.0000-36.50 00

37.70

1359.36

T14 36.5000-32.50 00

43.51

1560.57

T15 32.5000-29.00 00

38.07

1816.24

T16 29.0000-25.00 00

43.51

2051.83

T17 25.0000-21.00 00

43.51

2208.60

T18 21.0000-17.00 00

45.12

2442.21

T19 17.0000-13.00 00

46.73

2655.67

T20 13.0000-9.000 0

46.73

2872.20

T21 9.0000-0.0000

105.14

4232.66

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

24 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:08:02 09/24/13

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

0.162 0.116 0.116 0.116 0.175 0.116 0.116 0.116 0.182 0.116 0.116 0.116 0.189 0.129 0.129 0.129 0.206 0.14 0.14 0.14 0.217 0.14 0.14 0.14 0.22 0.141 0.141 0.141 0.221 0.123 0.123 0.123 0.194 0.137 0.137 0.137 0.199 0.122 0.122 0.122 0.178 0.113 0.113 0.113 0.162 0.105 0.105 0.105 0.148 0.115 0.115 0.115 0.154 0.109 0.109 0.109 0.145 0.059 0.059 0.059

CF

RR

3.151 3.368 3.368 3.368 3.091 3.369 3.369 3.369 3.061 3.369 3.369 3.369 3.03 3.307 3.307 3.307 2.954 3.252 3.252 3.252 2.906 3.252 3.252 3.252 2.897 3.249 3.249 3.249 2.89 3.336 3.336 3.336 3.008 3.267 3.267 3.267 2.983 3.342 3.342 3.342 3.079 3.384 3.384 3.384 3.15 3.426 3.426 3.426 3.214 3.375 3.375 3.375 3.184 3.402 3.402 3.402 3.23 3.666 3.666 3.666

0.583 0.577 0.577 0.577 0.586 0.577 0.577 0.577 0.587 0.577 0.577 0.577 0.588 0.578 0.578 0.578 0.592 0.58 0.58 0.58 0.594 0.58 0.58 0.58 0.595 0.58 0.58 0.58 0.595 0.578 0.578 0.578 0.589 0.58 0.58 0.58 0.59 0.578 0.578 0.578 0.586 0.577 0.577 0.577 0.583 0.576 0.576 0.576 0.581 0.577 0.577 0.577 0.582 0.576 0.576 0.576 0.581 0.572 0.572 0.572

DF

DR

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

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 2.375 1.973 1.973 1.973 2.556 1.971 1.971 1.971 2.624 1.971 1.971 1.971 2.695 2.191 2.191 2.191 2.972 2.385 2.385 2.385 3.169 2.385 2.385 2.385 3.191 2.255 2.255 2.255 3.025 2.590 2.590 2.590 3.471 2.868 2.868 2.868 3.640 3.249 3.249 3.249 4.125 3.470 3.470 3.470 4.342 3.735 3.735 3.735 4.636 4.673 4.673 4.673 5.609 4.995 4.995 4.995 5.929 8.019 8.019 8.019

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

251.91

62.98

D

251.22

62.80

D

250.25

62.56

D

263.22

65.80

D

269.62

67.40

D

263.75

65.94

D

242.85

69.38

D

281.56

70.39

D

283.39

80.97

D

319.38

79.84

D

328.57

82.14

D

338.89

84.72

D

379.69

94.92

D

372.60

93.15

D

674.70

74.97

D

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Self Weight

m

kg

kg

Sum Weight:

786.76

16:08:02 09/24/13

Client

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

Add Weight

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section Elevation

25 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e D

e

0.086

CF

RR

3.524

0.574

DF

DR

1

1

AE

F

w

m2 10.095

kg

kglm

34726.47

Designed by

Ing. C. Londoño M. Ctrl. Face

5981.36

Tower Forces - Service - Wind 45 To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-83.00 00

5.30

kg 314.53

T2 83.0000-80.00 00

15.89

430.32

T3 80.0000-76.00 00

21.19

1223.17

T4 76.0000-72.00 00

21.94

1223.17

T5 72.0000-68.00 00

24.91

1223.17

T6 68.0000-64.00 00

27.89

1223.17

T7 64.0000-60.00 00

30.86

1269.36

T8 60.0000-56.00 00

33.84

1269.36

T9 56.0000-52.00 00

36.82

1269.36

T10 52.0000-48.00 00

39.05

1360.51

T11 48.0000-44.00 00

39.05

1360.51

T12 44.0000-40.00 00

39.98

1360.51

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

e

0.294 0.294 0.294 0.344 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.11 0.11 0.11 0.162 0.116 0.116 0.116 0.175 0.116 0.116 0.116 0.182 0.116 0.116 0.116 0.189 0.129 0.129 0.129 0.206 0.14 0.14 0.14 0.217 0.14 0.14 0.14

CF

2.61 2.61 2.61 2.445 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.4 3.4 3.4 3.151 3.368 3.368 3.368 3.091 3.369 3.369 3.369 3.061 3.369 3.369 3.369 3.03 3.307 3.307 3.307 2.954 3.252 3.252 3.252 2.906 3.252 3.252 3.252

RR

0.614 0.614 0.614 0.63 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.576 0.576 0.576 0.583 0.577 0.577 0.577 0.586 0.577 0.577 0.577 0.587 0.577 0.577 0.577 0.588 0.578 0.578 0.578 0.592 0.58 0.58 0.58 0.594 0.58 0.58 0.58

DF

1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.082 1.082 1.082 1.121 1.087 1.087 1.087 1.131 1.087 1.087 1.087 1.136 1.087 1.087 1.087 1.141 1.097 1.097 1.097 1.155 1.105 1.105 1.105 1.163 1.105 1.105 1.105

DR

1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.082 1.082 1.082 1.121 1.087 1.087 1.087 1.131 1.087 1.087 1.087 1.136 1.087 1.087 1.087 1.141 1.097 1.097 1.097 1.155 1.105 1.105 1.105 1.163 1.105 1.105 1.105

AE

F

w

Ctrl. Face

m2 1.099 1.099 1.099 1.214 1.413 1.413 1.413 1.785 2.017 2.017 2.017 2.461 2.017 2.017 2.017 2.483 2.017 2.017 2.017 2.572 2.017 2.017 2.017 2.662 2.145 2.145 2.145 2.891 2.142 2.142 2.142 2.981 2.142 2.142 2.142 3.075 2.403 2.403 2.403 3.431 2.636 2.636 2.636 3.686 2.636 2.636 2.636

kg 103.42

kglm 34.47

D

178.89

59.63

D

270.18

67.55

D

267.85

66.96

D

270.31

67.58

D

272.33

68.08

D

284.93

71.23

D

285.43

71.36

D

285.63

71.41

D

303.91

75.98

D

313.60

78.40

D

307.20

76.80

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m

kg

kg

T13 40.0000-36.50 00

37.70

1359.36

T14 36.5000-32.50 00

43.51

1560.57

T15 32.5000-29.00 00

38.07

1816.24

T16 29.0000-25.00 00

43.51

2051.83

T17 25.0000-21.00 00

43.51

2208.60

T18 21.0000-17.00 00

45.12

2442.21

T19 17.0000-13.00 00

46.73

2655.67

T20 13.0000-9.000 0

46.73

2872.20

T21 9.0000-0.0000

105.14

4232.66

Sum Weight:

786.76

34726.47

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

26 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:08:02 09/24/13

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

e

0.22 0.141 0.141 0.141 0.221 0.123 0.123 0.123 0.194 0.137 0.137 0.137 0.199 0.122 0.122 0.122 0.178 0.113 0.113 0.113 0.162 0.105 0.105 0.105 0.148 0.115 0.115 0.115 0.154 0.109 0.109 0.109 0.145 0.059 0.059 0.059 0.086

CF

RR

DF

DR

2.897 3.249 3.249 3.249 2.89 3.336 3.336 3.336 3.008 3.267 3.267 3.267 2.983 3.342 3.342 3.342 3.079 3.384 3.384 3.384 3.15 3.426 3.426 3.426 3.214 3.375 3.375 3.375 3.184 3.402 3.402 3.402 3.23 3.666 3.666 3.666 3.524

0.595 0.58 0.58 0.58 0.595 0.578 0.578 0.578 0.589 0.58 0.58 0.58 0.59 0.578 0.578 0.578 0.586 0.577 0.577 0.577 0.583 0.576 0.576 0.576 0.581 0.577 0.577 0.577 0.582 0.576 0.576 0.576 0.581 0.572 0.572 0.572 0.574

1.165 1.105 1.105 1.105 1.166 1.092 1.092 1.092 1.145 1.103 1.103 1.103 1.149 1.091 1.091 1.091 1.133 1.085 1.085 1.085 1.121 1.078 1.078 1.078 1.111 1.086 1.086 1.086 1.116 1.082 1.082 1.082 1.109 1.044 1.044 1.044 1.064

1.165 1.105 1.105 1.105 1.166 1.092 1.092 1.092 1.145 1.103 1.103 1.103 1.149 1.091 1.091 1.091 1.133 1.085 1.085 1.085 1.121 1.078 1.078 1.078 1.111 1.086 1.086 1.086 1.116 1.082 1.082 1.082 1.109 1.044 1.044 1.044 1.064

AE

F

w

m2 3.717 2.493 2.493 2.493 3.527 2.828 2.828 2.828 3.974 3.162 3.162 3.162 4.184 3.545 3.545 3.545 4.675 3.764 3.764 3.764 4.869 4.028 4.028 4.028 5.152 5.076 5.076 5.076 6.259 5.405 5.405 5.405 6.572 8.373 8.373 8.373 10.743

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

283.15

80.90

D

322.42

80.61

D

325.75

93.07

D

361.89

90.47

D

368.42

92.11

D

376.54

94.14

D

423.68

105.92

D

413.03

103.26

D

718.01

79.78

D

6736.59

Mast Vectors - No Ice Section No. T1

Section Elevation m 86.0000-83.0000

T2

83.0000-80.0000

T3

80.0000-76.0000

T4

76.0000-72.0000

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

Directionality

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

F kg 344.72 413.66 344.72 615.33 715.57 615.33 974.09 1080.73 974.09 964.56 1071.41 964.56

Vx

Vz

OTMx

OTMz

Torque

kg

kg -344.72 -292.50 0.00 -615.33 -505.98 0.00 -974.09 -764.19 0.00 -964.56 -757.60 0.00

kg-m -29126 -24714 3 -50128 -41216 21 -75934 -59562 45 -71331 -56016 47

kg-m

kg-m

0.00 292.50 344.72 0.00 505.98 615.33 0.00 764.19 974.09 0.00 757.60 964.56

0 -24717 -29129 0 -41237 -50150 0 -59607 -75979 0 -56063 -71378

0 6 7 0 56 69 0 124 158 0 128 163

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section No. T5

Section Elevation m 72.0000-68.0000

T6

68.0000-64.0000

T7

64.0000-60.0000

T8

60.0000-56.0000

T9

56.0000-52.0000

T10

52.0000-48.0000

T11

48.0000-44.0000

T12

44.0000-40.0000

T13

40.0000-36.5000

T14

36.5000-32.5000

T15

32.5000-29.0000

T16

29.0000-25.0000

T17

25.0000-21.0000

T18

21.0000-17.0000

T19

17.0000-13.0000

T20

13.0000-9.0000

T21

9.0000-0.0000

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

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

16:08:02 09/24/13

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

F

Vx

kg 968.88 1081.25 968.88 971.56 1089.31 971.56 1007.63 1139.73 1007.63 1004.88 1141.73 1004.88 1000.99 1142.53 1000.99 1052.87 1215.64 1052.87 1078.47 1254.39 1078.47 1055.00 1228.81 1055.00 971.39 1132.61 971.39 1126.22 1289.69 1126.22 1133.55 1303.00 1133.55 1277.50 1447.57 1277.50 1314.28 1473.68 1314.28 1355.55 1506.16 1355.55 1518.76 1694.72 1518.76 1490.41 1652.13 1490.41 2698.80 2872.06 2698.80

kg 0.00 764.56 968.88 0.00 770.26 971.56 0.00 805.91 1007.63 0.00 807.33 1004.88 0.00 807.89 1000.99 0.00 859.59 1052.87 0.00 886.99 1078.47 0.00 868.90 1055.00 0.00 800.87 971.39 0.00 911.95 1126.22 0.00 921.36 1133.55 0.00 1023.59 1277.50 0.00 1042.05 1314.28 0.00 1065.02 1355.55 0.00 1198.34 1518.76 0.00 1168.23 1490.41 0.00 2030.85 2698.80

Vz kg -968.88 -764.56 0.00 -971.56 -770.26 0.00 -1007.63 -805.91 0.00 -1004.88 -807.33 0.00 -1000.99 -807.89 0.00 -1052.87 -859.59 0.00 -1078.47 -886.99 0.00 -1055.00 -868.90 0.00 -971.39 -800.87 0.00 -1126.22 -911.95 0.00 -1133.55 -921.36 0.00 -1277.50 -1023.59 0.00 -1314.28 -1042.05 0.00 -1355.55 -1065.02 0.00 -1518.76 -1198.34 0.00 -1490.41 -1168.23 0.00 -2698.80 -2030.85 0.00

Mast Totals - No Ice Wind Azimuth °

27 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Vx

Vz

OTMx

OTMz

Torque

kg

kg

kg-m

kg-m

kg-m

Designed by

Ing. C. Londoño M.

OTMx

OTMz

Torque

kg-m -67768 -53466 53 -64063 -50778 59 -62407 -49901 66 -58211 -46753 72 -53975 -43548 78 -52561 -42896 83 -49527 -40718 83 -44225 -36409 85 -37069 -30547 86 -38740 -31348 115 -34743 -28218 113 -34348 -27492 145 -30062 -23801 166 -25555 -20035 201 -22545 -17738 237 -16129 -12585 266 -11352 -8346 792

kg-m

kg-m

0 -53519 -67821 0 -50837 -64123 0 -49966 -62473 0 -46825 -58283 0 -43626 -54054 0 -42979 -52644 0 -40801 -49610 0 -36494 -44310 0 -30633 -37156 0 -31462 -38855 0 -28332 -34857 0 -27637 -34493 0 -23967 -30228 0 -20235 -25755 0 -17975 -22781 0 -12851 -16395 0 -9139 -12145

0 151 191 0 173 218 0 192 240 0 212 264 0 232 287 0 238 292 0 229 278 0 229 278 0 229 278 0 303 374 0 281 346 0 351 438 0 387 489 0 446 568 0 481 610 0 495 632 0 1551 2062

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Wind Azimuth °

Vx kg

0 45 90

0.00 19053.97 23925.45

Vz kg -23925.45 -19053.97 0.00

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

28 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:08:02 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

OTMx

OTMz

Torque

kg-m -929800 -746087 2817

kg-m

kg-m

0 -748903 -932616

Designed by

Ing. C. Londoño M.

0 6495 8240

Mast Vectors - Service Section No. T1

Section Elevation m 86.0000-83.0000

T2

83.0000-80.0000

T3

80.0000-76.0000

T4

76.0000-72.0000

T5

72.0000-68.0000

T6

68.0000-64.0000

T7

64.0000-60.0000

T8

60.0000-56.0000

T9

56.0000-52.0000

T10

52.0000-48.0000

T11

48.0000-44.0000

T12

44.0000-40.0000

T13

40.0000-36.5000

T14

36.5000-32.5000

T15

32.5000-29.0000

T16

29.0000-25.0000

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

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

F

Vx

Vz

OTMx

OTMz

Torque

kg 86.18 103.42 86.18 153.83 178.89 153.83 243.52 270.18 243.52 241.14 267.85 241.14 242.22 270.31 242.22 242.89 272.33 242.89 251.91 284.93 251.91 251.22 285.43 251.22 250.25 285.63 250.25 263.22 303.91 263.22 269.62 313.60 269.62 263.75 307.20 263.75 242.85 283.15 242.85 281.56 322.42 281.56 283.39 325.75 283.39 319.38 361.89 319.38

kg

kg -86.18 -73.13 0.00 -153.83 -126.50 0.00 -243.52 -191.05 0.00 -241.14 -189.40 0.00 -242.22 -191.14 0.00 -242.89 -192.56 0.00 -251.91 -201.48 0.00 -251.22 -201.83 0.00 -250.25 -201.97 0.00 -263.22 -214.90 0.00 -269.62 -221.75 0.00 -263.75 -217.22 0.00 -242.85 -200.22 0.00 -281.56 -227.99 0.00 -283.39 -230.34 0.00 -319.38 -255.90 0.00

kg-m -7279 -6176 3 -12516 -10288 21 -18950 -14856 45 -17798 -13969 47 -16902 -13327 53 -15971 -12650 59 -15553 -12426 66 -14499 -11634 72 -13435 -10828 78 -13078 -10662 83 -12319 -10117 83 -10993 -9039 85 -9203 -7572 86 -9599 -7751 115 -8601 -6969 113 -8478 -6764 145

kg-m

kg-m

0.00 73.13 86.18 0.00 126.50 153.83 0.00 191.05 243.52 0.00 189.40 241.14 0.00 191.14 242.22 0.00 192.56 242.89 0.00 201.48 251.91 0.00 201.83 251.22 0.00 201.97 250.25 0.00 214.90 263.22 0.00 221.75 269.62 0.00 217.22 263.75 0.00 200.22 242.85 0.00 227.99 281.56 0.00 230.34 283.39 0.00 255.90 319.38

0 -6179 -7282 0 -10309 -12537 0 -14902 -18995 0 -14016 -17844 0 -13380 -16955 0 -12709 -16031 0 -12492 -15618 0 -11706 -14571 0 -10907 -13513 0 -10745 -13161 0 -10200 -12402 0 -9123 -11078 0 -7658 -9289 0 -7866 -9714 0 -7083 -8714 0 -6909 -8623

0 2 2 0 14 17 0 31 39 0 32 41 0 38 48 0 43 54 0 48 60 0 53 66 0 58 72 0 60 73 0 57 69 0 57 70 0 57 70 0 76 93 0 70 86 0 88 110

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T17 T18

21.0000-17.0000

T19

17.0000-13.0000

T20

13.0000-9.0000

T21

9.0000-0.0000

16:08:02 09/24/13

Client

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

Section Elevation m 25.0000-21.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section No.

29 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

Directionality

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

Designed by

Ing. C. Londoño M.

F

Vx

Vz

OTMx

OTMz

Torque

kg 328.57 368.42 328.57 338.89 376.54 338.89 379.69 423.68 379.69 372.60 413.03 372.60 674.70 718.01 674.70

kg

kg -328.57 -260.51 0.00 -338.89 -266.25 0.00 -379.69 -299.59 0.00 -372.60 -292.06 0.00 -674.70 -507.71 0.00

kg-m -7391 -5825 166 -6238 -4858 201 -5459 -4257 237 -3833 -2947 266 -2244 -1492 792

kg-m

kg-m

0.00 260.51 328.57 0.00 266.25 338.89 0.00 299.59 379.69 0.00 292.06 372.60 0.00 507.71 674.70

0 -5992 -7557 0 -5059 -6439 0 -4494 -5695 0 -3213 -4099 0 -2285 -3036

Mast Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -5981.36 -4763.49 0.00

kg-m -230337 -184409 2817

kg-m

kg-m

0.00 4763.49 5981.36

0 -187226 -233154

0 1624 2060

Discrete Appurtenance Pressures - No Ice Description

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000

Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

Offsetx

Offsetz

m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657 1.0657

m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657

z m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000

Kz

1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476 1.846 1.846 1.840 1.840 1.834 1.834 1.828

qz kPa 1.17 1.17 1.16 1.16 1.14 1.14 1.13 1.13 1.12 1.12 1.11 1.11 1.02 1.01 1.01 1.26 1.26 1.25 1.25 1.25 1.25 1.25

GH = 1.092

CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

0 97 122 0 111 142 0 120 152 0 124 158 0 388 515

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

16:08:02 09/24/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 225.0000 Sum Weight:

AT15-250

30 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Description

Page

Job

RISATower

Weight kg 10.00 428.00

Offsetx m -1.0657

Offsetz

z

m 1.0657

m 83.0000

Kz

qz

1.828

kPa 1.25

CAAC Front m2 0.4750

Designed by

Ing. C. Londoño M.

CAAC Side m2 0.2600

Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 27.51 38.91

Vz

kg 10.38 7.34 0.00

OTMx

kg 0.00 27.51 38.91

OTMz

kg-m -10.38 -7.34 0.00

Torque

kg-m -682 -482 0

kg-m 70 -1739 -2489

-30 -21 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 38.91 27.51 0.00

Vz

kg 0.00 7.34 10.38

OTMx

kg 0.00 7.34 10.38

OTMz

kg-m -38.91 -27.51 0.00

Torque

kg-m -2508 -1759 50

kg-m 0 -482 -682

0 15 22

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 27.27 38.57

Vz

kg 10.29 7.27 0.00

OTMx

kg 0.00 27.27 38.57

OTMz

kg-m -10.29 -7.27 0.00

Torque

kg-m -656 -464 0

kg-m 70 -1669 -2389

-30 -21 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 38.57 27.27 0.00

Vz

kg 0.00 7.27 10.29

OTMx

kg 0.00 7.27 10.29

OTMz

kg-m -38.57 -27.27 0.00

Torque

kg-m -2408 -1688 50

kg-m 0 -464 -656

0 15 22

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 26.96 38.13

Vz

kg 10.17 7.19 0.00

OTMx

kg 0.00 26.96 38.13

OTMz

kg-m -10.17 -7.19 0.00

Torque

kg-m -623 -440 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D

kg-m 70 -1582 -2266

-29 -21 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. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Fa

31 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 38.13 26.96 0.00

Vz

kg 0.00 7.19 10.17

OTMx

kg 0.00 7.19 10.17

OTMz

kg-m -38.13 -26.96 0.00

Designed by

Ing. C. Londoño M. Torque

kg-m -2285 -1601 50

16:08:02 09/24/13

kg-m 0 -440 -623

0 15 21

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.71 37.77

Vz

kg 10.07 7.12 0.00

OTMx

kg 0.00 26.71 37.77

OTMz

kg-m -10.07 -7.12 0.00

Torque

kg-m -597 -422 0

kg-m 70 -1513 -2168

-29 -21 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 37.77 26.71 0.00

Vz

kg 0.00 7.12 10.07

OTMx

kg 0.00 7.12 10.07

OTMz

kg-m -37.77 -26.71 0.00

Torque

kg-m -2188 -1532 50

kg-m 0 -422 -597

0 15 21

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.38 37.31

Vz

kg 9.95 7.04 0.00

OTMx

kg 0.00 26.38 37.31

OTMz

kg-m -9.95 -7.04 0.00

Torque

kg-m -565 -399 0

kg-m 70 -1428 -2048

-29 -20 0

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 37.31 26.38 0.00

Vz

kg 0.00 7.04 9.95

OTMx

kg 0.00 7.04 9.95

OTMz

kg-m -37.31 -26.38 0.00

Torque

kg-m -2067 -1447 50

kg-m 0 -399 -565

0 15 21

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.11 36.93

Vz

kg 9.85 6.96 0.00

OTMx

kg 0.00 26.11 36.93

OTMz

kg-m -9.85 -6.96 0.00

Torque

kg-m -539 -381 0

kg-m 70 -1360 -1952

-29 -20 0

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 36.93 26.11

Vz

kg 0.00 6.96

OTMx

kg 0.00 6.96

OTMz

kg-m -36.93 -26.11

Torque

kg-m -1971 -1379

kg-m 0 -381

0 15

Page

Job

RISATower

32 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 9.85

OTMx

kg 9.85

OTMz

kg-m

Torque

kg-m

0.00

50

kg-m -539

21

2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A

Fs

kg

0 45 90

Vx

kg 24.17 0.00 24.17

Vz

kg 6.44 9.11 6.44

OTMx

kg -12.53 6.44 21.65

OTMz

kg-m -21.65 -6.44 12.53

Torque

kg-m -971 -336 456

kg-m 591 -202 -836

-26 -36 -26

2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 23.96 0.00 23.96

Vz

kg 6.39 9.03 6.39

OTMx

kg -12.42 6.39 21.46

OTMz

kg-m -21.46 -6.39 12.42

Torque

kg-m -936 -326 436

kg-m 571 -191 -802

-25 -36 -25

1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.87 0.00 11.87

Vz

kg 3.17 4.48 3.17

OTMx

kg -6.16 3.17 10.63

OTMz

kg-m -10.63 -3.17 6.16

Torque

kg-m -452 -159 207

kg-m 276 -90 -383

-13 -18 -13

AT15-250 - Elevation 86 - From Leg C

Wind Azimuth °

Fa

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 -4416 -2204 1305

kg-m 1284 -2225 -4437

39 55 39

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 -4416 -4035 -1284

kg-m -1284 -4035 -4416

-39 0 39

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 46.88 0.00

Vz

kg 25.66 36.29

OTMx

kg -15.00 25.66

OTMz

kg-m -51.30 -25.66

Torque

kg-m -4349 -2171

kg-m 1265 -2192

39 55

Page

Job

RISATower

33 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 46.88

Vz

kg 25.66

OTMx

kg 51.30

OTMz

kg-m 15.00

Torque

kg-m 1286

kg-m -4371

39

AT15-250 - Elevation 85 - From Leg D

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 -4349 -3974 -1265

kg-m -1265 -3974 -4349

-39 0 39

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 -4284 -2138 1267

kg-m 1245 -2159 -4305

39 55 39

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 -4284 -3914 -1245

kg-m -1245 -3914 -4284

-39 0 39

AT15-250 - Elevation 83 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.56 0.00 46.56

Vz

kg 25.49 36.04 25.49

OTMx

kg -14.90 25.49 50.95

OTMz

kg-m -50.95 -25.49 14.90

Torque

kg-m -4218 -2105 1248

kg-m 1226 -2126 -4239

38 54 38

AT15-250 - Elevation 83 - From Leg D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 46.56 65.85 46.56

Vz

kg 25.49 0.00 25.49

OTMx

kg 14.90 46.56 50.95

OTMz

kg-m -50.95 -46.56 -14.90

Torque

kg-m -4218 -3854 -1226

kg-m -1226 -3854 -4218

Discrete Appurtenance Totals - No Ice

-38 0 38

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vx

Vz

OTMx

OTMz

Torque

kg -31.11 509.55 751.72

kg -751.72 -509.55 31.11

kg-m

kg-m

kg-m

-53982 -37210 1486

1855 -36842 -53613

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:

Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 428.00

Offsetx

Offsetz

z

m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657

m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657

m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000

Designed by

Ing. C. Londoño M.

-240 94 373

Discrete Appurtenance Pressures - Service Description

16:08:02 09/24/13

Client

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

0 45 90

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Wind Azimuth °

34 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Kz

qz

1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476 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 0.28 0.28 0.28 0.28 0.28 0.28 0.26 0.25 0.25 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31

GH = 1.092

CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.88 9.73

Vz

kg 2.59 1.83 0.00

OTMx

kg 0.00 6.88 9.73

OTMz

kg-m -2.59 -1.83 0.00

Torque

kg-m -171 -121 0

kg-m 70 -383 -570

-8 -5 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 9.73 6.88 0.00

Vz

kg 0.00 1.83 2.59

OTMx

kg 0.00 1.83 2.59

OTMz

kg-m -9.73 -6.88 0.00

Torque

kg-m -589 -402 50

kg-m 0 -121 -171

0 4 5

Page

Job

RISATower

35 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.82 9.64

Vz

kg 2.57 1.82 0.00

OTMx

kg 0.00 6.82 9.64

OTMz

kg-m -2.57 -1.82 0.00

Torque

kg-m -164 -116 0

kg-m 70 -365 -545

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.64 6.82 0.00

Vz

kg 0.00 1.82 2.57

OTMx

kg 0.00 1.82 2.57

OTMz

kg-m -9.64 -6.82 0.00

Torque

kg-m -564 -384 50

kg-m 0 -116 -164

0 4 5

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.74 9.53

Vz

kg 2.54 1.80 0.00

OTMx

kg 0.00 6.74 9.53

OTMz

kg-m -2.54 -1.80 0.00

Torque

kg-m -156 -110 0

kg-m 70 -343 -514

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.53 6.74 0.00

Vz

kg 0.00 1.80 2.54

OTMx

kg 0.00 1.80 2.54

OTMz

kg-m -9.53 -6.74 0.00

Torque

kg-m -533 -362 50

kg-m 0 -110 -156

0 4 5

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.68 9.44

Vz

kg 2.52 1.78 0.00

OTMx

kg 0.00 6.68 9.44

OTMz

kg-m -2.52 -1.78 0.00

Torque

kg-m -149 -105 0

kg-m 70 -326 -490

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 9.44 6.68 0.00

Vz

kg 0.00 1.78 2.52

OTMx

kg 0.00 1.78 2.52

OTMz

kg-m -9.44 -6.68 0.00

Torque

kg-m -509 -345 50

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A

kg-m 0 -105 -149

0 4 5

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. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Fa

36 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 0.00 6.60 9.33

Vz

kg 2.49 1.76 0.00

OTMx

kg 0.00 6.60 9.33

OTMz

kg-m -2.49 -1.76 0.00

Designed by

Ing. C. Londoño M. Torque

kg-m -141 -100 0

16:08:02 09/24/13

kg-m 70 -305 -460

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.33 6.60 0.00

Vz

kg 0.00 1.76 2.49

OTMx

kg 0.00 1.76 2.49

OTMz

kg-m -9.33 -6.60 0.00

Torque

kg-m -479 -324 50

kg-m 0 -100 -141

0 4 5

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.53 9.23

Vz

kg 2.46 1.74 0.00

OTMx

kg 0.00 6.53 9.23

OTMz

kg-m -2.46 -1.74 0.00

Torque

kg-m -135 -95 0

kg-m 70 -288 -436

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.23 6.53 0.00

Vz

kg 0.00 1.74 2.46

OTMx

kg 0.00 1.74 2.46

OTMz

kg-m -9.23 -6.53 0.00

Torque

kg-m -455 -307 50

kg-m 0 -95 -135

0 4 5

2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.04 0.00 6.04

Vz

kg 1.61 2.28 1.61

OTMx

kg -3.13 1.61 5.41

OTMz

kg-m -5.41 -1.61 3.13

Torque

kg-m -293 -135 63

kg-m 198 0 -159

-6 -9 -6

2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 5.99 0.00 5.99

Vz

kg 1.60 2.26 1.60

OTMx

kg -3.11 1.60 5.36

OTMz

kg-m -5.36 -1.60 3.11

Torque

kg-m -285 -132 58

kg-m 193 3 -150

-6 -9 -6

1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 2.97 0.00

Vz

kg 0.79 1.12

OTMx

kg -1.54 0.79

OTMz

kg-m -2.66 -0.79

Torque

kg-m -139 -66

kg-m 95 3

-3 -5

Page

Job

RISATower

37 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 2.97

Vz

kg 0.79

OTMx

kg 2.66

OTMz

kg-m 1.54

Torque

kg-m 26

kg-m -70

-3

AT15-250 - Elevation 86 - From Leg C

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 -1096 -543 334

kg-m 313 -564 -1117

10 14 10

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 -1096 -1001 -313

kg-m -313 -1001 -1096

-10 0 10

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 -1079 -535 330

kg-m 308 -556 -1101

10 14 10

AT15-250 - Elevation 85 - From Leg D

Wind Azimuth °

Fa

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 -1079 -986 -308

kg-m -308 -986 -1079

-10 0 10

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 -1063 -526 325

kg-m 303 -548 -1084

10 14 10

AT15-250 - Elevation 84 - From Leg D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 11.68 16.52

Vz

kg 6.39 0.00

OTMx

kg 3.74 11.68

OTMz

kg-m -12.78 -11.68

Torque

kg-m -1063 -971

kg-m -303 -971

-10 0

Page

Job

RISATower

38 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

16:08:02 09/24/13

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

Vz

kg

11.68

6.39

OTMx

kg

OTMz

kg-m

12.78

Torque

kg-m

-3.74

-303

kg-m -1063

10

AT15-250 - Elevation 83 - From Leg C

Fs

kg

Vx

kg

0 45 90

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

Torque

kg-m

-12.74 -6.37 3.73

-1047 -518 320

kg-m 299 -540 -1068

10 14 10

AT15-250 - Elevation 83 - From Leg D

Wind Azimuth °

Fa

Fs

kg

Vx

kg

0 45 90

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

Torque

kg-m

-12.74 -11.64 -3.73

-1047 -956 -299

kg-m -299 -956 -1047

-10 0 10

Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -187.93 -127.39 7.78

kg-m

kg-m

kg-m

-7.78 127.39 187.93

-13332 -9139 535

904 -8770 -12963

-60 23 93

Dish Pressures - No Ice Elevation m

Dish Description

Aiming Azimuth ° 225.0000 Sum Weight:

19.0000 8 FT DISH

Weight kg 113.85 113.85

Offsetx m

Offsetz m

-4.7066

Kz

4.7066

AA m2

1.199

qz kPa

4.6730

0.82

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

CA 0.004260 0.004260 0.004260

CS 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx kg 707.43 707.43 707.43

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 500.23 707.43

Vz kg -707.43 -500.23 0.00

OTMx

OTMz

kg-m -12905 -8969 536

kg-m 536 -8969 -12905

Torque kg-m -3330 0 3330

Page

Job

RISATower

39 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

16:08:02 09/24/13

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.

Dish Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -707.43 -500.23 0.00

kg-m

kg-m

kg-m

0.00 500.23 707.43

-12905 -8969 536

536 -8969 -12905

-3330 0 3330

Dish Pressures - Service Elevation m

Dish Description

Aiming Azimuth ° 225.0000 Sum Weight:

19.0000 8 FT DISH

Weight kg

Offsetx m

113.85 113.85

Offsetz m

-4.7066

Kz

4.7066

AA m2

1.199

qz kPa

4.6730

0.20

Dish Vectors - Service Wind Azimuth ° 0 45 90

CA

CS

0.004260 0.004260 0.004260

8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

kg 176.86 176.86 176.86

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 125.06 176.86

kg -176.86 -125.06 0.00

OTMx

OTMz

kg-m -2824 -1840 536

kg-m

Torque

536 -1840 -2824

kg-m -832 0 832

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

kg

kg -176.86 -125.06 0.00

kg-m

0.00 125.06 176.86

OTMz

Torque

kg-m -2824 -1840 536

kg-m 536 -1840 -2824

-832 0 832

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

kg-m 0 0 0

0 0 0

Page

Job

RISATower

40 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

16:08:02 09/24/13

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.

User Load Totals - No Ice Wind Azimuth °

Vx

Vz

kg

0 45 90

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m

Torque

kg-m

0.00 0.00 0.00

kg-m

0 0 0

0 0 0

0 0 0

User Load Vectors - Service CxMANTENIMIENTO - Elevation 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

Torque

kg-m

0.00 0.00 0.00

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 8452.92 26273.55 34726.47 355.13 36730.21

Sum of Forces X kg

Sum of Forces Z kg

Sum of Torques

kg-m

-31.11 20063.75 25384.61

-25384.61 -20063.75 31.11

-3569 6588 11942

-7.78 5015.94 6346.15

-6346.15 -5015.94 7.78

-892 1647 2985

36730.21

0 0 0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

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

Maximum Member Forces Section No.

Elevation m

Component Type

Condition

T1

86 - 83

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

Diagonal

Top Girt

T2

83 - 80

Leg

Diagonal

Top Girt

T3

80 - 76

41 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Leg

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

Force kg 332.83 -829.83 280.30 280.30 -61.02 61.16 287.48 -301.52 219.05 -31.91 -2.52 19.66 13.00 -10.38 2.79 -6.07 2.72 -0.00 956.72 -1061.34 956.72 956.72 64.80 77.68 219.25 -406.77 15.08 -80.27 6.34 12.53 63.22 -101.71 63.22 -66.13 2.40 -1.28 1385.75 -1208.16

Major Axis Moment kg-m 2 -3 16 16 -3 1 0 0 1 0 1 0 0 0 -1 0 0 0 41 -41 41 41 7 6 0 0 3 1 3 0 0 0 -1 0 0 0 41 -72

Minor Axis Moment kg-m -2 -3 16 16 -1 3 0 0 -13 -14 -13 -14 0 0 0 0 0 0 41 -41 41 41 6 7 0 0 -3 -8 -3 0 0 0 0 0 0 0 41 -66

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Diagonal

Top Girt

T4

76 - 72

Leg

Diagonal

Top Girt

T5

72 - 68

Leg

Diagonal

Top Girt

T6

68 - 64

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

42 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -1165.06 410.36 145.02 -144.79 790.32 -815.67 667.47 117.80 21.52 1.26 589.76 -268.98 169.74 -170.33 33.66 0.00 2929.59 -2354.53 -2192.84 1133.99 -130.50 130.43 1280.64 -1319.97 1136.59 73.08 21.87 1.07 735.89 -332.80 210.05 -213.16 33.66 0.00 5257.17 -4179.06 -3769.63 2186.93 132.14 -132.10 1781.61 -1990.34 1617.52 -55.15 22.37 -0.79 1399.74 -764.00 326.06 -526.78 33.66 0.00 7656.10 -6579.06 -5744.18 3242.14 134.87 -134.94 2779.43 -2793.35 2592.31

Major Axis Moment kg-m -99 -11 -99 -11 0 0 13 13 13 0 0 0 -35 0 0 0 66 -65 -100 -11 -100 -11 0 0 14 13 14 0 0 0 -35 0 0 0 60 -69 -89 -6 -89 -6 0 0 16 14 16 0 0 0 -35 0 0 0 63 -71 -91 -6 -91 -6 0 0 16

Minor Axis Moment kg-m 11 99 11 99 0 0 -3 -3 -3 0 0 0 0 0 0 0 72 -60 11 99 11 99 0 0 -3 -3 -3 0 0 0 0 0 0 0 65 -63 5 89 5 89 0 0 -2 -2 -2 0 0 0 0 0 0 0 69 -65 5 91 5 91 0 0 -1

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

T7

64 - 60

Leg

Diagonal

Top Girt

Guy A

Guy B

Guy C

Guy D

T8

60 - 56

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

43 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

16:08:02 09/24/13

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 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

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

Force kg -1793.85 22.52 0.50 2246.94 -1625.64 367.61 1817.56 33.66 -0.00 5498.31 -9809.72 -8052.40 1443.08 147.02 -146.93 1121.99 -3025.45 -824.36 -2787.84 -22.54 0.90 3114.67 0.00 1223.77 2845.41 33.66 -0.00 5023.71 5100.54 4470.57 2455.25 36.38 -4339.94 2529.58 61.51 1723.48 1800.84 1579.84 864.36 0.01 -1491.06 864.36 0.01 5009.02 5085.86 4457.81 2447.97 36.34 -4327.18 2522.31 61.55 6890.16 6967.00 6097.67 3370.10 0.11 -5953.90 3467.77 0.11 7363.02 -12861.69

Major Axis Moment kg-m 14 16 0 0 0 -35 0 0 0 65 -78 -100 -8 -100 -8 0 0 16 13 16 0 0 0 -35 0 0 0

Minor Axis Moment kg-m -1 -1 0 0 0 0 0 0 0 72 -70 6 100 6 100 0 0 0 -2 0 0 0 0 0 0 0 0

70 -77

78 -69

Designed by

Ing. C. Londoño M.

Project

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

Component Type

Diagonal

Top Girt

T9

56 - 52

Leg

Diagonal

Top Girt

T10

52 - 48

Leg

Diagonal

Top Girt

T11

48 - 44

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

44 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -9645.21 2923.36 150.94 -150.95 1587.67 -3776.65 -967.19 -3507.30 -22.95 1.29 3386.45 -941.82 980.69 2958.27 33.66 -0.00 9677.37 -16542.18 -11755.76 4531.90 -141.90 141.69 2319.91 -4673.85 -1266.75 -4368.57 -23.57 1.66 4251.21 -1473.95 1130.31 3690.14 33.66 -0.00 13331.81 -22291.43 -15374.38 6738.26 141.11 -140.81 2705.47 -4662.29 -684.59 -4319.01 -23.61 1.64 4504.62 -1880.75 1086.65 3879.39 33.66 -0.00 17376.01 -27701.40 -18572.16 9393.37 149.09 -148.96 3413.79 -5475.15 -918.60

Major Axis Moment kg-m -100 -8 -99 -8 0 0 17 13 17 0 0 0 -35 0 0 0 69 -75 -99 -9 -99 -9 0 0 19 12 19 0 0 0 -35 0 0 0 65 -80 -96 -6 -96 -6 0 0 19 12 19 0 0 0 -35 0 0 0 70 -81 -119 -28 -119 -28 0 0 21

Minor Axis Moment kg-m 5 100 6 99 0 0 0 -4 0 0 0 0 0 0 0 0 77 -66 6 98 6 98 0 0 0 -5 0 0 0 0 0 0 0 0 75 -71 3 96 3 96 0 0 0 -5 0 0 0 0 0 0 0 0 80 -72 21 119 21 119 0 0 1

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

Component Type

Top Girt

T12

44 - 40

Leg

Diagonal

Top Girt

T13

40 - 36.5

Leg

Diagonal

Top Girt

Inner Bracing

T14

36.5 - 32.5

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

45 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -5091.49 -24.12 1.58 4700.01 -2268.57 1022.02 4017.99 33.66 -0.00 21424.58 -32536.37 -21219.09 12224.54 -160.67 160.70 4793.27 -7349.28 -2155.60 -6926.70 -25.07 -3.17 6448.42 -3558.36 1226.40 5472.85 33.66 -0.00 27722.64 -42921.15 15477.85 15475.08 -143.42 -152.44 1094.19 -1278.44 274.19 245.48 22.15 -3.72 1547.74 -1106.04 1197.26 1197.26 -33.66 -2.87 254.02 -276.39 -10.67 -276.39 20.08 0.14 28896.63 -43508.94 15701.85 15697.15 -148.80 157.61 1255.92 -1488.56 672.88 220.58

Major Axis Moment kg-m 12 21 0 0 0 -35 0 0 0 72 -72 -119 -29 -119 -29 0 0 24 12 24 0 0 0 -35 0 0 0 72 -72 108 -26 108 -26 0 0 -24 0 0 0 35 -2 35 35 35 35 0 0 -15 0 0 0 67 -79 108 -26 -107 -26 0 0 -31 0

Minor Axis Moment kg-m -4 1 0 0 0 0 0 0 0 81 -72 21 119 21 119 0 0 5 -9 5 0 0 0 0 0 0 0 72 -62 -20 115 -20 115 0 0 0 4 0 0 -3 0 -3 -3 -3 -3 0 0 0 0 0 0 78 -71 -19 115 27 115 0 0 0 5

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

Component Type

Horizontal

Inner Bracing

T15

32.5 - 29

Leg

Diagonal

Horizontal

Inner Bracing

T16

29 - 25

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

46 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Horizontal

Inner Bracing

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy 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 4 3 3 4 4 4 4 3 3 1 3 1 3 3 3 3 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1 3 3 3 3 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1

Force kg 25.50 -4.23 855.21 -795.50 -156.99 -156.99 33.96 -3.01 125.95 -150.44 -12.30 125.95 23.18 -0.13 30219.58 -45045.38 -6959.51 16025.88 -160.38 -167.98 1310.60 -1588.53 827.79 139.04 28.42 -4.04 965.00 -915.61 -109.83 -109.83 39.03 -3.32 45.81 -72.68 -13.45 45.29 26.72 -0.14 31329.22 -46832.41 -7446.63 16537.10 192.39 202.67 1714.54 -2023.21 1218.30 132.46 31.78 -4.55 1246.10 -1156.16 -141.38 -141.38 42.21 -3.57 27.50 -57.42 -15.06 26.77 29.82

Major Axis Moment kg-m 0 0 2 2 35 35 35 35 0 0 -20 0 0 0 76 -80 -139 -41 138 -41 0 0 -33 0 0 0 22 22 38 38 38 38 0 0 -26 0 0 0 78 -82 -139 -41 138 -41 0 0 -42 0 0 0 27 27 43 43 43 43 0 0 -33 0 0

Minor Axis Moment kg-m 0 0 -1 -1 -3 -3 -3 -3 0 0 0 0 0 0 85 -70 141 145 -34 145 0 0 0 5 0 0 -2 -2 -3 -3 -3 -3 0 0 0 0 0 0 89 -85 140 145 -34 145 0 0 0 6 0 0 -2 -2 -3 -3 -3 -3 0 0 0 0 0

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

T17

25 - 21

Client

Component Type

Leg

Diagonal

Horizontal

Inner Bracing

T18

21 - 17

Leg

Diagonal

Horizontal

Inner Bracing

T19

17 - 13

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

47 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -0.13 33300.69 -50020.91 17349.67 17344.47 -223.09 -233.23 627.88 -992.67 -919.91 54.39 37.12 -8.15 1216.68 -2180.49 -2133.08 -2133.08 -44.29 -7.14 5.17 -60.26 -28.00 5.17 -33.37 0.14 32101.30 -49902.47 16290.37 16285.39 -322.21 -329.11 230.61 -689.66 -295.46 55.98 42.71 -8.78 367.94 -275.75 -191.03 -191.03 -49.28 -7.63 0.00 -46.43 -32.35 -18.27 42.85 -0.18 31529.41 -50636.33 15820.78 15816.14 248.30 255.17 799.45 -1354.34 184.90 47.55 48.31 -9.45

Major Axis Moment kg-m 0 96 -120 232 -68 232 -68 0 0 -54 0 0 0 0 0 45 45 45 45 0 0 -41 0 0 0 124 -156 243 -3 243 -3 0 0 -67 0 0 0 41 41 50 50 50 50 0 0 -62 0 0 0 179 -10 243 -6 243 -6 0 0 -81 0 0 0

Minor Axis Moment kg-m 0 93 -109 -60 240 -60 240 0 0 0 12 0 0 0 0 -8 -8 -8 -8 0 0 0 0 0 0 137 -150 2 247 2 247 0 0 0 14 0 0 -6 -6 -8 -8 -7 -8 0 0 0 0 0 0 187 -2 0 247 0 247 0 0 0 16 0 0

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

13 - 9

Condition

Horizontal

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

Leg

Diagonal

Horizontal

Inner Bracing

T21

9-0

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Inner Bracing

T20

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Elevation m

48 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Horizontal

Inner Bracing

Gov. Load Comb. 4 4 4 4 2 3 1 3 1 4 1 4 3 3 3 3 2 3 4 4 4 3 4 3 4 4 4 3 4 3 1 3 5 3 5 3 3 3 2 4 2 4 4 4 4 3 4 3 3 3 4 2 2 2 1 3 6 3 6 3

Force kg 905.69 -753.94 -127.01 -127.01 -55.32 8.73 0.00 -47.86 -36.26 -36.62 49.34 -0.24 31578.39 -52023.48 31512.01 31512.01 -298.08 -307.42 934.28 -1597.38 400.39 574.34 53.90 -10.15 1187.09 -848.26 303.71 -639.49 -62.78 10.00 0.00 -64.79 -40.27 -15.75 55.82 -0.34 34040.97 -58488.06 16515.17 16510.96 426.58 443.44 5106.56 -5731.64 5106.56 -4191.06 57.92 -28.67 4752.17 -8696.25 -6831.86 -6447.27 -67.68 -23.77 0.00 -146.21 -107.60 -145.47 62.31 0.49

Major Axis Moment kg-m 53 53 60 60 60 47 0 0 -83 0 0 0 -31 -370 570 570 460 570 0 0 -97 0 0 0 68 68 78 76 78 60 0 0 -106 0 0 0 571 0 -741 360 452 360 0 0 -190 0 0 0 0 0 96 96 96 96 0 0 -132 0 0 0

Minor Axis Moment kg-m -8 -8 -9 -9 -8 -8 0 0 0 0 0 0 -22 -369 578 578 354 578 0 0 0 18 0 0 -11 -11 -11 -11 -11 -10 0 0 0 1 0 0 577 0 365 -781 365 454 0 0 0 94 0 0 0 0 -37 -37 -36 -37 0 0 0 -1 0 0

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

RISATower I. P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Maximum Reactions Location

Condition

Leg D

Leg C

Leg B

Leg A

Guy D @ 39 m Elev 0 m Azimuth 225 deg

Guy C @ 39 m Elev 0 m Azimuth 135 deg

Guy B @ 39 m Elev 0 m Azimuth 45 deg

Guy A @ 39 m Elev 0 m Azimuth -45 deg

49 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

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

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

10745.70 10745.70 -24233.35 -24233.35 -24233.35 10745.70 34080.48 -10714.11 -10714.11 -10714.11 34080.48 34080.48 47525.69 10573.48 47525.69 10573.48 47525.69 10573.48 33964.41 33964.41 33964.41 -10824.98 -10824.98 -10824.98 -1463.01

3681.52 3681.52 -6638.58 -6638.58 -6638.58 3681.52 -9847.82 3637.27 3637.27 3637.27 -9847.82 -9847.82 -14512.44 -3645.47 -14512.44 -3645.47 -14512.44 -3645.47 11535.90 11535.90 11535.90 -1499.83 -1499.83 -1499.83 -600.01

-3665.58 -3665.58 6473.51 6473.51 6473.51 -3665.58 -11435.99 1602.31 1602.31 1602.31 -11435.99 -11435.99 14709.98 3661.40 14709.98 3661.40 14709.98 3661.40 9717.87 9717.87 9717.87 -3765.58 -3765.58 -3765.58 599.99

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

1 3 3 3 1 4

-1463.01 -5953.90 -5953.90 -5953.90 -1463.01 -562.42

-600.01 -2452.16 -2452.16 -2452.16 -600.01 171.01

599.99 2452.00 2452.00 2452.00 599.99 241.33

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

2 2 2 4 4 3

-4327.18 -4327.18 -4327.18 -562.42 -562.42 -269.18

1740.02 1740.02 1740.02 171.01 171.01 79.54

1827.06 1827.06 1827.06 241.33 241.33 -79.54

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

1 3 1 3 1 2

-1491.06 -269.18 -1491.06 -269.18 -1491.06 -564.19

611.19 79.54 611.19 79.54 611.19 -242.03

-611.20 -79.54 -611.20 -79.54 -611.20 -171.72

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

2 2 4 4

-564.19 -564.19 -4339.94 -4339.94

-242.03 -242.03 -1832.18 -1832.18

-171.72 -171.72 -1745.19 -1745.19

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

Project

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

Condition

Min. H z

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Location

50 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gov. Load Comb. 4

Vertical kg

Horizontal, X kg

Horizontal, Z kg

-4339.94

-1832.18

-1745.19

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Tower Mast Reaction Summary Load Combination

Vertical

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

Shearx

Shearz -15.56 -22566.94

Overturning Moment, Mx kg-m 2484 -806714

Overturning Moment, Mz kg-m 633 1967

kg 42638.35 46501.15

kg

kg 7.05 -24.62

46688.13

Torque

17917.33

-17924.66

-648435

-650403

6567

46512.26

22561.00

18.68

4027

-808762

11912

42715.87

-0.23

-5430.46

-183924

928

-893

42699.27

4274.30

-4282.67

-145303

-147176

1642

42716.87

5422.13

-8.10

2803

-185799

2981

kg-m 0 -3574

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

PX kg -0.00 -31.11 20410.61 25871.72 -7.78 5102.65 6467.93

Sum of Applied Forces PY kg -36730.21 -36730.21 -36730.21 -36730.21 -36730.21 -36730.21 -36730.21

PZ kg 0.00 -25871.72 -20410.61 31.11 -6467.93 -5102.65 7.78

PX kg -0.04 31.11 -20410.01 -25871.23 7.77 -5102.50 -6467.64

Sum of Reactions PY kg 36730.21 36730.20 36730.20 36730.20 36730.21 36730.21 36730.21

PZ kg 0.11 25871.24 20410.01 -31.11 6467.64 5102.50 -7.77

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

Converged? Yes Yes Yes Yes Yes Yes Yes

Number of Cycles 6 14 14 14 11 11 11

Displacement Tolerance 0.00000001 0.00000001 0.00007020 0.00000001 0.00000001 0.00000001 0.00000001

Force Tolerance 0.00001746 0.00009411 0.00014836 0.00009430 0.00012906 0.00009364 0.00013073

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

Page

Job

RISATower

51 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21

Elevation m 86 - 83 83 - 80 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0

Horz. Deflection mm 114.55 107.30 100.18 90.75 81.39 72.22 63.36 54.93 46.82 39.11 31.87 25.17 19.16 15.14 11.44 8.58 5.75 3.58 1.74 0.19 1.08

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

Tilt

Twist

° 0.1383 0.1374 0.1350 0.1340 0.1318 0.1279 0.1220 0.1177 0.1122 0.1051 0.0979 0.0887 0.0775 0.0646 0.0514 0.0450 0.0384 0.0313 0.0256 0.0206 0.0165

° 0.0079 0.0069 0.0063 0.0062 0.0061 0.0060 0.0058 0.0056 0.0054 0.0051 0.0047 0.0043 0.0039 0.0033 0.0027 0.0024 0.0020 0.0017 0.0014 0.0010 0.0007

Critical Deflections and Radius of Curvature - Service Wind Elevation

Appurtenance

m 86.0000 85.0000 84.0000 83.0000 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500

AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m

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

Deflection

Tilt

Twist

mm 114.55 112.13 109.71 107.30 100.18 83.71 79.97 76.26 74.49 72.59 70.53 68.97 66.63 65.54 65.41 63.36 62.82 61.93 61.48 59.10 58.52 57.53 57.01 55.45 55.16 53.65 53.39

° 0.1383 0.1381 0.1379 0.1374 0.1350 0.1325 0.1313 0.1299 0.1291 0.1281 0.1268 0.1258 0.1242 0.1234 0.1233 0.1220 0.1217 0.1212 0.1209 0.1197 0.1195 0.1190 0.1187 0.1180 0.1178 0.1170 0.1168

° 0.0079 0.0075 0.0072 0.0069 0.0063 0.0061 0.0061 0.0060 0.0060 0.0060 0.0059 0.0059 0.0059 0.0059 0.0059 0.0058 0.0058 0.0058 0.0058 0.0057 0.0057 0.0057 0.0057 0.0056 0.0056 0.0056 0.0056

Radius of Curvature m 71602 71602 55151 44124 Inf 100562 78878 64758 59543 54027 47401 42737 37060 34965 34770 33241 33558 34778 35679 43154 45586 50389 53185 60425 61140 59478 58510

Page

Job

RISATower

52 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25. Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation

Appurtenance

m 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH

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

Deflection

Tilt

Twist

mm 51.85 49.82 48.81 48.31 47.81 44.36 41.00 22.02 21.64 21.27 19.83 18.51 18.20 17.89 2.68

° 0.1159 0.1145 0.1138 0.1134 0.1130 0.1100 0.1069 0.0835 0.0828 0.0821 0.0791 0.0758 0.0750 0.0741 0.0283

° 0.0055 0.0055 0.0054 0.0054 0.0054 0.0053 0.0051 0.0041 0.0041 0.0041 0.0039 0.0038 0.0038 0.0037 0.0016

16:08:02 09/24/13 Designed by

Ing. C. Londoño M. Radius of Curvature m 51574 43853 40861 39613 38548 36080 36405 13573 12498 11580 9242 9024 9278 9634 116617

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

Elevation

Horz. Deflection mm 546.39 511.75 477.76 432.65 387.89 343.88 301.15 260.17 220.78 183.51 148.66 116.57 87.89 69.01 51.80 38.54 25.47 15.52 7.18 0.26 5.50

m 86 - 83 83 - 80 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0

Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3

Tilt

Twist

° 0.6611 0.6567 0.6453 0.6411 0.6323 0.6164 0.5924 0.5713 0.5433 0.5070 0.4706 0.4244 0.3692 0.3056 0.2411 0.2108 0.1791 0.1456 0.1187 0.0957 0.0768

° 0.0316 0.0275 0.0250 0.0247 0.0243 0.0238 0.0232 0.0224 0.0214 0.0202 0.0188 0.0172 0.0155 0.0131 0.0109 0.0095 0.0080 0.0069 0.0056 0.0041 0.0029

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 86.0000 85.0000 84.0000 83.0000

AT15-250 AT15-250 AT15-250 AT15-250

Gov. Load Comb. 3 3 3 3

Deflection

Tilt

Twist

mm 546.39 534.79 523.23 511.75

° 0.6611 0.6603 0.6591 0.6567

° 0.0316 0.0301 0.0287 0.0275

Radius of Curvature m 18006 18006 13869 11084

RISATower I. P. DOLMEN S.A.

53 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

Page

Job

16:08:02 09/24/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation

Appurtenance

m 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000

CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 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 3 3 3 3 3 3 3 3 3 3 3 3

Deflection

Tilt

Twist

mm 477.76 399.03 381.10 363.31 354.78 345.69 335.75 328.27 316.98 311.67 311.09 301.15 298.54 294.20 292.04 280.45 277.61 272.80 270.27 262.69 261.29 253.91 252.66 245.19 235.34 230.45 228.02 225.60 208.89 192.62 101.49 99.69 97.91 91.09 84.83 83.35 81.91 11.45

° 0.6453 0.6352 0.6303 0.6246 0.6213 0.6173 0.6122 0.6081 0.6015 0.5984 0.5980 0.5924 0.5910 0.5887 0.5876 0.5818 0.5804 0.5780 0.5767 0.5727 0.5719 0.5676 0.5668 0.5620 0.5551 0.5513 0.5494 0.5474 0.5324 0.5162 0.3988 0.3954 0.3919 0.3772 0.3608 0.3565 0.3521 0.1314

° 0.0250 0.0245 0.0243 0.0241 0.0240 0.0239 0.0237 0.0236 0.0235 0.0234 0.0234 0.0232 0.0232 0.0231 0.0230 0.0228 0.0228 0.0227 0.0226 0.0225 0.0224 0.0223 0.0222 0.0221 0.0218 0.0217 0.0216 0.0215 0.0211 0.0205 0.0165 0.0163 0.0162 0.0158 0.0152 0.0150 0.0149 0.0063

Ing. C. Londoño M. Radius of Curvature m 197310 24916 19572 15736 14359 13021 11587 10603 9374 8905 8860 8432 8452 8603 8725 9686 9968 10482 10753 11280 11290 10755 10595 9539 8340 7857 7651 7473 7017 7008 2720 2505 2322 1855 1815 1868 1941 20409

Bolt Design Data Section No.

Elevation

Component Type

Bolt Grade

Leg

A394T0

16

6

Maximum Load per Bolt kg 27.80

Diagonal

A394T0

16

1

287.48

2774.71

Top Girt

A394T0

16

1

13.00

2774.71

Leg

A394T0

16

6

335.30

5536.87

Diagonal

A394T0

16

1

406.77

3699.61

Top Girt

A394T0

16

1

101.71

3699.61

Leg

A394T0

19

6

461.92

9950.69

m T1

T2

T3

86

83

80

Bolt Size mm

Number Of Bolts

Allowable Load kg 5536.87

Ratio Load Allowable 0.005 0.104 0.005 0.061 0.110 0.027 0.046

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

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

Component Type

Project

T4

T5

T6

T7

T8

T9

T10

T11

T12

76

72

68

64

60

56

52

48

44

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

m Diagonal

A394T0

Bolt Size mm

Number Of Bolts

16

2

Maximum Load per Bolt kg 407.83

Allowable Load kg 7399.23

Top Girt

A394T0

16

2

294.88

7399.23

Leg

A394T0

19

6

976.53

9950.69

Diagonal

A394T0

16

2

659.98

7399.23

Top Girt

A394T0

16

2

367.95

7399.23

Leg

A394T0

19

8

1314.29

9950.69

Diagonal

A394T0

16

2

995.17

7399.23

Top Girt

A394T0

16

2

699.87

7399.23

Leg

A394T0

19

8

1914.02

9950.69

Diagonal

A394T0

16

2

1396.67

7399.23

Top Girt

A394T0

16

2

1123.47

7399.23

Leg

A394T0

19

8

2452.43

9950.69

Diagonal

A394T0

16

2

1512.73

7399.23

Top Girt

A394T0

16

2

1557.34

7399.23

Leg

A394T0

19

8

3215.42

9950.69

Diagonal

A394T0

16

2

1888.33

7399.23

Top Girt

A394T0

16

2

1693.22

7399.23

Leg

A394T0

19

8

4135.54

9950.69

Diagonal

A394T0

16

2

2336.93

7399.23

Top Girt

A394T0

16

2

2125.60

7399.23

Leg

A394T0

19

8

5572.84

9950.69

Diagonal

A394T0

16

2

2331.15

7399.23

Top Girt

A394T0

16

2

2252.31

7399.23

Leg

A394T0

19

8

6925.36

9950.69

Diagonal

A394T0

16

2

2737.57

7399.23

Top Girt

A394T0

16

2

2350.00

7399.23

Leg Diagonal

A394T0 A394T0

19 16

4 2

16268.19 3674.64

9950.69 7399.23

Top Girt

A394T0

16

2

3224.21

7399.23

T13

40

Leg Diagonal

A394T0 A394T0

19 16

6 3

14307.03 426.15

9950.69 6166.05

T14

36.5

Leg

A394T0

19

12

7251.49

9950.69

Diagonal

A394T0

16

3

496.18

6166.05

Horizontal

A394T0

16

3

285.07

7399.23

Leg

A394T0

19

12

7507.55

9979.03

Diagonal

A394T0

16

3

529.51

6166.05

Horizontal

A394T0

16

3

321.67

6166.05

Leg Diagonal

A394T0 A394T0

19 16

6 3

15610.79 674.41

9979.03 6166.05

Horizontal

A394T0

16

3

415.37

6166.05

T15

T16

32.5

29

54 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

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

Page

Job

Ratio Load Allowable 0.055 0.040 0.098 0.089 0.050 0.132 0.134 0.095 0.192 0.189 0.152 0.246 0.204 0.210 0.323 0.255 0.229 0.416 0.316 0.287 0.560 0.315 0.304 0.696 0.370 0.318 1.635 0.497 0.436 1.438 0.069 0.729 0.080 0.039 0.752 0.086 0.052 1.564 0.109 0.067

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333 1.333

Bearing Member Bearing

1.333

Member Bearing

1.333 1.333

Bearing Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333 1.333

Bolt SS Member Bearing

1.333

Member Bearing

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

Elevation

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section No.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Bolt Grade

Leg Diagonal

A394T0 A394T0

19 16

6 3

Maximum Load per Bolt kg 16673.65 330.89

Horizontal

A394T0

16

3

726.83

6166.05

Leg

A394T0

19

12

8317.07

9979.03

m T17

T18

T19

T20

T21

25

21

17

13

9

55 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Bolt Size mm

Number Of Bolts

Allowable Load kg 9979.03 6166.05

Diagonal

A394T0

16

3

229.89

6166.05

Horizontal

A394T0

16

3

122.65

6166.05

Leg

A394T0

19

16

6329.52

9979.03

Diagonal

A394T0

16

3

451.45

6166.05

Horizontal

A394T0

16

3

301.90

6166.05

Leg

A394T0

19

8

13005.86

9979.03

Diagonal

A394T0

16

3

532.46

6166.05

Horizontal

A394T0

16

3

395.70

6166.05

Leg Diagonal

A394T0 A394T0

19 16

8 3

14622.01 1910.55

9979.03 6166.05

Horizontal

A394T0

16

3

2898.75

6166.05

Ratio Load Allowable 1.671 0.054 0.118 0.833 0.037 0.020 0.634 0.073 0.049 1.303 0.086 0.064 1.465 0.310 0.470

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333 1.333

Bolt SS 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 1.333

Bolt SS Member Bearing

1.333

Member Bearing

Guy Design Data Section No. T7

Elevation m 64.0000 (A) (400) 64.0000 (B) (399) 64.0000 (C) (398) 64.0000 (D) (397)

Size

Breaking Load kg 19232.32

Actual T kg 5100.56

Allowable Ta kg 9616.16

Required S.F.

16 EHS

Initial Tension kg 1923.23

16 EHS

1923.23

19232.32

1800.84

9616.16

2.000

16 EHS

1923.23

19232.32

5085.86

9616.16

2.000

16 EHS

1923.23

19232.32

6967.00

9616.16

2.000

2.000

Actual S.F. 3.771 10.680 3.782 2.760

Compression Checks Leg Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 86 - 83

L64x64x6

m 3.0000

m 1.0000

T2

83 - 80

L64x64x6

3.7577

1.8788

Kl/r

80.2 K=1.00 150.7 K=1.00

Fa

A mm2 768

Actual P kg -829.83

Allow. Pa kg 10242.62

Ratio P Pa 0.081

kPa 130833 45365

768

-1061.34

3551.57

0.299

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

Elevation

56 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T3

80 - 76

KL/R > 150 (C) - 35 L64x64x10

4.0000

4.0000

161.7 K=0.50

39385

1116

-1208.16

4482.58

0.270

T4

76 - 72

KL/R > 150 (C) - 59 L64x64x10

4.0000

4.0000

161.7 K=0.50

39385

1116

-2354.53

4482.58

0.525

T5

72 - 68

KL/R > 150 (C) - 75 L64x64x10

4.0000

4.0000

161.7 K=0.50

39385

1116

-4179.06

4482.58

0.932

T6

68 - 64

KL/R > 150 (C) - 91 L64x64x10

4.0000

4.0000

161.7 K=0.50

39385

1116

-6579.04

4482.58

1.468

T7

64 - 60

KL/R > 150 (C) - 107 L76x76x10

4.0000

4.0000

134.1 K=0.50

57221

1361

-9809.71

7942.99

1.235

T8

60 - 56

L76x76x10

4.0000

4.0000

134.1 K=0.50

57221

1361

-12861.71

7942.99

1.619

T9

56 - 52

H1-3 (1.62 CR) - 139 L76x76x10

4.0000

4.0000

134.1 K=0.50

57221

1361

-16542.20

7942.99

2.083

T10

52 - 48

H1-3 (2.08 CR) - 155 L102x102x10

4.0000

4.0000

99.9 K=0.50

101516

1845

-22291.44

19100.60

1.167

T11

48 - 44

L102x102x10

4.0000

4.0000

99.9 K=0.50

101516

1845

-27701.39

19100.60

1.450

T12

44 - 40

H1-3 (1.45 CR) - 187 L102x102x10

4.0000

4.0000

99.9 K=0.50

101516

1845

-32536.37

19100.60

1.703

T13

40 - 36.5

H1-3 (1.70 CR) - 203 L102x102x10

3.5300

3.5300

88.2 K=0.50

119461

1845

-42921.14

22477.14

1.910

T14

36.5 - 32.5

H1-3 (1.91 CR) - 219 L102x102x10

4.0342

4.0342

100.8 K=0.50

100150

1845

-43508.95

18843.64

2.309

T15

32.5 - 29

H1-3 (2.31 CR) - 239 L127x127x13

3.5300

3.5300

70.7 K=0.50

143478

3065

-45045.36

44836.03

1.005

T16

29 - 25

L127x127x13

4.0342

4.0342

80.8 K=0.50

129999

3065

-46832.52

40623.84

1.153

T17

25 - 21

L127x127x13

4.0957

4.0957

82.0 K=0.50

128282

3065

-50020.82

40087.32

1.248

T18

21 - 17

L127x127x13

4.0957

4.0957

82.0 K=0.50

128282

3065

-49902.43

40087.32

1.245

T19

17 - 13

L127x127x13

4.0957

4.0957

82.0 K=0.50

128282

3065

-50636.34

40087.32

1.263

T20

13 - 9

L127x127x13

4.0957

4.0957

82.0 K=0.50

128282

3065

-52023.43

40087.32

1.298

T21

9-0

L127x127x13

9.9925

9.9925

100.1 K=0.25

101312

3065

-58488.03

31659.17

1.847

H1-3 (1.85 CR) - 379

Diagonal Design Data (Compression)

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

Elevation

57 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

T1

m 86 - 83

L51x51x5

m 1.4142

m 0.6622

T2

83 - 80

L51x51x5

2.4759

1.7536

T3

80 - 76

L76x76x10

5.8000

T4

76 - 72

L76x76x10

T5

72 - 68

T6

Kl/r

Fa

A

kPa 115985

175.2 K=1.00

2.8562

5.8000

L76x76x10

68 - 64

T7

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

mm2 461

Actual P kg -301.52

Allow. Pa kg 5455.77

Ratio P Pa 0.055

33533

461

-406.77

1577.35

0.258

191.6 K=1.00

28058

1361

-815.66

3894.75

0.209

2.8562

191.6 K=1.00

28058

1361

-1319.96

3894.75

0.339

5.8000

2.8562

191.6 K=1.00

28058

1361

-1990.34

3894.75

0.511

L76x76x10

5.8000

2.8562

191.6 K=1.00

28058

1361

-2793.35

3894.75

0.717

64 - 60

L76x76x10

5.8000

2.8562

191.6 K=1.00

28058

1361

-3025.45

3894.75

0.777

T8

60 - 56

L76x76x10

5.8000

2.8474

191.0 K=1.00

28231

1361

-3776.65

3918.78

0.964

T9

56 - 52

L76x76x10

5.8000

2.8474

191.0 K=1.00

28231

1361

-4673.86

3918.78

1.193

T10

52 - 48

L76x76x10

5.8000

2.8474

191.0 K=1.00

28231

1361

-4662.30

3918.78

1.190

T11

48 - 44

L76x76x10

5.8000

2.8298

189.8 K=1.00

28582

1361

-5475.13

3967.50

1.380

T12

44 - 40

H1-3 (1.38 CR) - 196 L76x76x10

5.8000

2.8298

189.8 K=1.00

28582

1361

-7349.29

3967.50

1.852

T13

40 - 36.5

H1-3 (1.85 CR) - 212 L102x102x8

4.2701

4.1814

132.8 K=1.00

58417

1548

-1278.44

9223.53

0.139

T14

36.5 - 32.5

L102x102x8

4.8938

4.8056

152.6 K=1.00

44226

1548

-1488.55

6982.97

0.213

T15

32.5 - 29

L102x102x8

4.6996

4.6045

146.2 K=1.00

48175

1548

-1588.53

7606.38

0.209

T16

29 - 25

L102x102x8

5.3214

5.2251

165.9 K=1.00

37410

1548

-2023.21

5906.73

0.343

T17

25 - 21

L102x102x8

5.7706

5.6825

180.4 K=1.00

31630

1548

-992.66

4994.10

0.199

T18

21 - 17

L102x102x8

6.2296

6.1467

195.2 K=1.00

27033

1548

-689.66

4268.22

0.162

T19

17 - 13

L102x102x8

6.7149

6.6359

210.7 K=1.00

23194

1548

-1354.35

3662.21

0.370

T20

13 - 9

KL/R > 200 (C) - 343 L102x102x8

7.2213

7.1451

177.8 K=0.50

32564

1548

-1597.38

5141.56

0.311

T21

9-0

L76x76x8

13.1274

13.0401

217.9 K=0.25

21683

1148

-5731.64

2539.17

2.257

Allow. Pa kg

Ratio P Pa

66.2 K=1.00

KL/R > 200 (C) - 389

Horizontal Design Data (Compression) Section No.

Elevation m

Size

L

Lu

m

m

Kl/r

Fa

A

kPa

mm2

Actual P kg

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

Elevation

58 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

T14

m 36.5 - 32.5

L76x76x10

m 4.8490

m 2.3737

T15

32.5 - 29

L102x102x8

5.5900

2.7442

T16

29 - 25

L102x102x8

6.2390

T17

25 - 21

L102x102x8

T18

21 - 17

T19

Kl/r

Fa

A

kPa 106176

43.6 K=0.50

3.0560

6.9800

L102x102x8

17 - 13

T20 T21

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

mm2 1361

Actual P kg -795.51

Allow. Pa kg 14738.58

Ratio P Pa 0.054

130313

1548

-915.61

20575.27

0.045

48.5 K=0.50

127419

1548

-1156.16

20118.37

0.057

3.4265

54.4 K=0.50

123800

1548

-2180.49

19546.93

0.112

8.2250

4.0490

64.3 K=0.50

117292

1548

-275.75

18519.27

0.015

L102x102x8

9.4700

4.6715

58.1 K=0.25

121404

1548

-753.94

19168.59

0.039

13 - 9

L102x102x8

10.7150

5.2940

65.9 K=0.25

116191

1548

-848.26

18345.55

0.046

9-0

L102x102x8

11.9600

5.9165

73.6 K=0.25

110661

1548

-8696.23

17472.38

0.498

Allow. Pa kg 5660.34

Ratio P Pa 0.002

79.6 K=0.50

Top Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

kPa 120334

mm 461

Actual P kg -10.38

59.8 K=1.00

120334

461

-101.71

5660.34

0.018

4.1365

178.4 K=1.00

32360

1361

-268.98

4492.03

0.060

4.2000

4.1365

178.4 K=1.00

32360

1361

-332.80

4492.03

0.074

L76x76x10

4.2000

4.1365

178.4 K=1.00

32360

1361

-764.00

4492.03

0.170

68 - 64

L76x76x10

4.2000

4.1365

178.4 K=1.00

32360

1361

-1625.63

4492.03

0.362

T8

60 - 56

L76x76x10

4.2000

4.1238

177.8 K=1.00

32560

1361

-941.82

4519.74

0.208

T9

56 - 52

L76x76x10

4.2000

4.1238

177.8 K=1.00

32560

1361

-1473.95

4519.74

0.326

T10

52 - 48

L76x76x10

4.2000

4.1238

177.8 K=1.00

32560

1361

-1880.75

4519.74

0.416

T11

48 - 44

L76x76x10

4.2000

4.0984

176.7 K=1.00

32965

1361

-2268.57

4575.93

0.496

T12

44 - 40

L76x76x10

4.2000

4.0984

176.7 K=1.00

32965

1361

-3558.36

4575.93

0.778

T13

40 - 36.5

L76x76x10

4.2000

2.0492

137.4 K=1.00

54506

1361

-1106.04

7566.15

0.146

T1

m 86 - 83

L51x51x5

m 1.0000

m 0.9365

T2

83 - 80

L51x51x5

1.0000

0.9365

T3

80 - 76

L76x76x10

4.2000

T4

76 - 72

L76x76x10

T5

72 - 68

T6

Kl/r

59.8 K=1.00

Fa

A 2

Inner Bracing Design Data (Compression)

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

59 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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

T13

m 40 - 36.5

L76x76x8

m 2.9698

m 2.9698

T14

36.5 - 32.5

L76x76x8

3.4288

3.4288

T15

32.5 - 29

L76x76x8

3.9527

T16

29 - 25

KL/R > 250 (C) - 273 L76x76x8

T17

25 - 21

T18

Kl/r

Fa

A

kPa 26128

229.2 K=1.00

3.9527

4.4116

KL/R > 250 (C) - 293 L76x76x8

21 - 17

T19

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

mm2 1148

Actual P kg -276.39

Allow. Pa kg 3059.61

Ratio P Pa 0.090

19602

1148

-150.44

2295.41

0.066

264.2 K=1.00

14749

1148

-72.68

1727.19

0.042

4.4116

294.9 K=1.00

11840

1148

-57.42

1386.55

0.041

4.9356

4.9356

329.9 K=1.00

9460

1148

-60.26

1107.78

0.054

KL/R > 250 (C) - 313 L102x102x6

5.8160

5.8160

288.0 K=1.00

12412

1252

-46.43

1584.09

0.029

17 - 13

KL/R > 250 (C) - 333 L102x102x6

6.6963

6.6963

331.6 K=1.00

9363

1252

-36.27

1194.95

0.030*

T20

13 - 9

KL/R > 250 (C) - 356 L102x102x6

7.5766

7.5766

375.2 K=1.00

7313

1252

-64.79

933.40

0.069

T21

9-0

KL/R > 250 (C) - 375 L102x102x6

8.4570

8.4570

418.8 K=1.00

5870

1252

-146.21

749.19

0.195

A 2

Allow. Pa kg 12007.27

Ratio P Pa 0.028

198.5 K=1.00

KL/R > 250 (C) - 393

*

DL controls

Tension Checks Leg Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

T1

m 86 - 83

L64x64x6

m 3.0000

m 1.0000

51.2

kPa 224080

mm 525

Actual P kg 338.55

T2

83 - 80

L64x64x6

3.7577

1.8788

96.2

224080

525

956.72

12007.27

0.080

T3

80 - 76

L64x64x10

4.0000

4.0000

209.1

224080

693

1385.75

15828.97

0.088

T4

76 - 72

L64x64x10

4.0000

4.0000

209.1

224080

693

2929.59

15828.97

0.185

T5

72 - 68

L64x64x10

4.0000

4.0000

209.1

224080

693

5257.18

15828.97

0.332

T6

68 - 64

L64x64x10

4.0000

4.0000

209.1

224080

693

7656.10

15828.97

0.484

T7

64 - 60

L76x76x10

4.0000

4.0000

172.5

224080

938

5498.31

21430.84

0.257

T8

60 - 56

L76x76x10

4.0000

4.0000

172.5

224080

938

7363.03

21430.84

0.344

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. PLANADAS CONDICION NUEVA.

Calle 101 No. 70 G - 25.

Section No.

60 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

Kl/r

Fa

A

T9

m 56 - 52

L76x76x10

m 4.0000

m 4.0000

172.5

kPa 224080

T10

52 - 48

L102x102x10

4.0000

4.0000

128.0

T11

48 - 44

L102x102x10

4.0000

4.0000

T12

44 - 40

L102x102x10

4.0000

T13

40 - 36.5

L102x102x10

T14

36.5 - 32.5

T15

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

mm2 938

Actual P kg 9677.40

Allow. Pa kg 21430.84

Ratio P Pa 0.452

224080

1422

13331.81

32487.16

0.410

128.0

224080

1422

17375.99

32487.16

0.535

4.0000

128.0

224080

1422

21424.58

32487.16

0.659

3.5300

3.5300

113.0

224080

1422

27722.62

32487.16

0.853

L102x102x10

4.0342

4.0342

129.1

224080

1422

28896.65

32487.16

0.889

32.5 - 29

L127x127x13

3.5300

3.5300

90.2

224080

2500

30219.60

57124.53

0.529

T16

29 - 25

L127x127x13

4.0342

4.0342

103.1

224080

2500

31329.23

57124.53

0.548

T17

25 - 21

L127x127x13

4.0957

4.0957

104.7

224080

2500

33300.67

57124.53

0.583

T18

21 - 17

L127x127x13

4.0957

4.0957

104.7

224080

2500

32101.29

57124.53

0.562

T19

17 - 13

L127x127x13

4.0957

4.0957

104.7

224080

2500

31529.40

57124.53

0.552

T20

13 - 9

L127x127x13

4.0957

4.0957

104.7

224080

2500

31578.38

57124.53

0.553

T21

9-0

L127x127x13

9.9925

9.9925

255.5

224080

2500

34040.98

57124.53

0.596

Allow. Pa kg 7005.28

Ratio P Pa 0.041

Diagonal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 0.6622

42.3

kPa 148927

mm2 461

Actual P kg 287.48

T1

m 86 - 83

L51x51x5

m 1.4142

T2

83 - 80

L51x51x5

2.4759

1.7536

111.9

148927

461

219.25

7005.28

0.031

T3

80 - 76

L76x76x10

5.8000

2.8562

123.2

148927

1361

790.32

20672.93

0.038

T4

76 - 72

L76x76x10

5.8000

2.8562

123.2

148927

1361

1280.65

20672.93

0.062

T5

72 - 68

L76x76x10

5.8000

2.8562

123.2

148927

1361

1781.61

20672.93

0.086

T6

68 - 64

L76x76x10

5.8000

2.8562

123.2

148927

1361

2779.43

20672.93

0.134

T7

64 - 60

L76x76x10

5.8000

2.8562

123.2

148927

1361

1121.99

20672.93

0.054

T8

60 - 56

L76x76x10

5.8000

2.8474

122.8

148927

1361

1587.67

20672.93

0.077

T9

56 - 52

L76x76x10

5.8000

2.8474

122.8

148927

1361

2319.91

20672.93

0.112

T10

52 - 48

L76x76x10

5.8000

2.8474

122.8

148927

1361

2705.47

20672.93

0.131

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

Elevation

61 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T11

48 - 44

L76x76x10

5.8000

2.8298

122.0

148927

1361

3413.79

20672.93

0.165

T12

44 - 40

L76x76x10

5.8000

2.8298

122.0

148927

1361

4793.25

20672.93

0.232

T13

40 - 36.5

L102x102x8

4.2701

4.1814

132.8

148927

1548

1094.19

23514.24

0.047

T14

36.5 - 32.5

L102x102x8

4.8938

4.8056

152.6

148927

1548

1255.93

23514.24

0.053

T15

32.5 - 29

L102x102x8

4.6996

4.6045

146.2

148927

1548

1310.60

23514.24

0.056

T16

29 - 25

L102x102x8

5.3214

5.2251

165.9

148927

1548

1714.54

23514.24

0.073

T17

25 - 21

L102x102x8

5.7706

5.6825

180.4

148927

1548

627.88

23514.24

0.027

T18

21 - 17

L102x102x8

6.2296

6.1467

195.2

148927

1548

230.61

23514.24

0.010

T19

17 - 13

L102x102x8

6.7149

6.6359

210.7

148927

1548

799.45

23514.24

0.034

T20

13 - 9

L102x102x8

7.2213

7.1451

226.9

148927

1548

934.28

23514.24

0.040

T21

9-0

L76x76x8

13.1274

13.0401

556.8

148927

1148

5106.54

17439.72

0.293

Allow. Pa kg 20672.93

Ratio P Pa 0.041

L/R > 500 (T) - 388

Horizontal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T14

m 36.5 - 32.5

L76x76x10

m 4.8490

m 2.3737

102.4

kPa 148927

mm2 1361

Actual P kg 855.21

T15

32.5 - 29

L102x102x8

5.5900

2.7442

87.1

148927

1548

965.00

23514.24

0.041

T16

29 - 25

L102x102x8

6.2390

3.0560

97.0

148927

1548

1246.10

23514.24

0.053

T17

25 - 21

L102x102x8

6.9800

3.4265

108.8

148927

1548

1216.68

23514.24

0.052

T18

21 - 17

L102x102x8

8.2250

4.0490

128.6

148927

1548

367.94

23514.24

0.016

T19

17 - 13

L102x102x8

9.4700

4.6715

148.3

148927

1548

905.69

23514.24

0.039

T20

13 - 9

L102x102x8

10.7150

5.2940

168.1

148927

1548

1187.09

23514.24

0.050

T21

9-0

L102x102x8

11.9600

5.9165

187.8

148927

1548

4752.15

23514.24

0.202

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

62 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:08:02 09/24/13 Designed by

Ing. C. Londoño M.

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A 2

T1

m 86 - 83

L51x51x5

m 1.0000

m 0.9365

59.8

kPa 148927

mm 461

Actual P kg 13.00

Allow. Pa kg 7005.28

Ratio P Pa 0.002

T2

83 - 80

L51x51x5

1.0000

0.9365

59.8

148927

461

63.22

7005.28

0.009

T3

80 - 76

L76x76x10

4.2000

4.1365

178.4

148927

1361

589.76

20672.93

0.029

T4

76 - 72

L76x76x10

4.2000

4.1365

178.4

148927

1361

735.89

20672.93

0.036

T5

72 - 68

L76x76x10

4.2000

4.1365

178.4

148927

1361

1399.74

20672.93

0.068

T6

68 - 64

L76x76x10

4.2000

4.1365

178.4

148927

1361

2246.94

20672.93

0.109

T7

64 - 60

L76x76x10

4.2000

4.1365

178.4

148927

1361

3114.67

20672.93

0.151

T8

60 - 56

L76x76x10

4.2000

4.1238

177.8

148927

1361

3386.44

20672.93

0.164

T9

56 - 52

L76x76x10

4.2000

4.1238

177.8

148927

1361

4251.20

20672.93

0.206

T10

52 - 48

L76x76x10

4.2000

4.1238

177.8

148927

1361

4504.62

20672.93

0.218

T11

48 - 44

L76x76x10

4.2000

4.0984

176.7

148927

1361

4699.99

20672.93

0.227

T12

44 - 40

L76x76x10

4.2000

4.0984

176.7

148927

1361

6448.41

20672.93

0.312

T13

40 - 36.5

L76x76x10

4.2000

2.0492

88.4

148927

1361

1547.73

20672.93

0.075

2

Allow. Pa kg 17439.72

Ratio P Pa 0.015

Inner Bracing Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

T13

m 40 - 36.5

L76x76x8

m 2.9698

m 2.9698

126.8

kPa 148927

mm 1148

Actual P kg 254.02

T14

36.5 - 32.5

L76x76x8

3.4288

3.4288

146.4

148927

1148

125.95

17439.72

0.007

T15

32.5 - 29

L76x76x8

3.9527

3.9527

168.8

148927

1148

45.81

17439.72

0.003

T16

29 - 25

L76x76x8

4.4116

4.4116

188.4

148927

1148

27.50

17439.72

0.002

T17

25 - 21

L76x76x8

4.9356

4.9356

210.8

148927

1148

5.17

17439.72

0.000

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.

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

63 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:08:02 09/24/13

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

Pass Fail

86 - 83

Leg Diagonal

L64x64x6 L51x51x5

3 10

-829.83 -301.52

13653.41 7272.53

Pass Pass

Top Girt

L51x51x5

6

13.00

9338.04

6.1 4.1 7.8 (b) 0.1 0.4 (b) 22.4 19.3 1.3 2.1 (b) 20.2 15.7 4.5 39.4 25.4 5.6 69.9 38.3 12.8 110.1 53.8 27.1 92.6 58.3 11.3 15.8 (b) 53.0 18.7 52.9 72.5 121.5 72.3 15.6 17.2 (b) 156.2 89.5 24.5 87.6 89.3 31.2 108.8 103.5 37.2 127.8 139.0 58.3 143.3 10.4 11.0 6.8 173.2 16.0 4.0 4.9 75.4 15.7 3.3

T2

83 - 80

Leg Diagonal Top Girt

L64x64x6 L51x51x5 L51x51x5

35 54 38

-1061.34 -406.77 -101.71

4734.24 2102.61 7545.23

T3

80 - 76

T4

76 - 72

T5

72 - 68

T6

68 - 64

T7

64 - 60

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

L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10

59 66 64 75 84 80 91 100 96 107 116 112 123 132 126

-1208.16 -815.66 -268.98 -2354.53 -1319.96 -332.80 -4179.06 -1990.34 -764.00 -6579.04 -2793.35 -1625.63 -9809.71 -3025.45 3114.67

5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 10588.01 5191.70 27557.02

Guy A@64 Guy B@64 Guy C@64 Guy D@64 Leg Diagonal Top Girt

16 16 16 16 L76x76x10 L76x76x10 L76x76x10

400 399 398 397 139 148 144

5100.56 1800.84 5085.86 6967.00 -12861.71 -3776.65 -941.82

9616.16 9616.16 9616.16 9616.16 10588.01 5223.73 6024.81

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

L76x76x10 L76x76x10 L76x76x10 L102x102x10 L76x76x10 L76x76x10 L102x102x10 L76x76x10 L76x76x10 L102x102x10 L76x76x10 L76x76x10 L102x102x10 L102x102x8 L76x76x10 L76x76x8 L102x102x10 L102x102x8 L76x76x10 L76x76x8 L127x127x13 L102x102x8 L102x102x8

155 164 160 171 180 176 187 196 192 203 212 208 219 230 221 226 239 243 241 253 259 263 261

-16542.20 -4673.86 -1473.95 -22291.44 -4662.30 -1880.75 -27701.39 -5475.13 -2268.57 -32536.37 -7349.29 -3558.36 -42921.14 -1278.44 -1106.04 -276.39 -43508.95 -1488.55 -795.51 -150.44 -45045.36 -1588.53 -915.61

10588.01 5223.73 6024.81 25461.10 5223.73 6024.81 25461.10 5288.68 6099.72 25461.10 5288.68 6099.72 29962.03 12294.97 10085.68 4078.46 25118.57 9308.29 19646.53 3059.79 59766.43 10139.31 27426.84

T8

60 - 56

T9

56 - 52

T10

52 - 48

T11

48 - 44

T12

44 - 40

T13

40 - 36.5

T14

36.5 - 32.5

T15

32.5 - 29

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

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

No.

T16

T17

Project

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

Critical Element

P kg

29 - 25

Inner Bracing Leg

L76x76x8 L127x127x13

273 279

-72.68 -46832.52

Diagonal Horizontal

L102x102x8 L102x102x8

283 281

-2023.21 -1156.16

Inner Bracing Leg

L76x76x8 L127x127x13

293 299

-57.42 -50020.82

Diagonal Horizontal

L102x102x8 L102x102x8

309 307

-992.66 -2180.49

Inner Bracing Leg Diagonal Horizontal

L76x76x8 L127x127x13 L102x102x8 L102x102x8

313 319 323 321

-60.26 -49902.43 -689.66 367.94

Inner Bracing Leg Diagonal Horizontal

L102x102x6 L127x127x13 L102x102x8 L102x102x8

333 339 343 341

-46.43 -50636.34 -1354.35 -753.94

Inner Bracing Leg

L102x102x6 L127x127x13

356 359

-36.27 -52023.43

Diagonal Horizontal

L102x102x8 L102x102x8

363 361

-1597.38 1187.09

Inner Bracing Leg Diagonal Horizontal Inner Bracing

L102x102x6 L127x127x13 L76x76x8 L102x102x8 L102x102x6

375 379 389 387 393

-64.79 -58488.03 -5731.64 -8696.23 -146.21

21 - 17

T19

17 - 13

T20

13 - 9

9-0

16:08:02 09/24/13

Client

Component Type

T18

T21

Date

Elevation m

25 - 21

64 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Calle 101 No. 70 G - 25.

Section

Page

Job

SF*Pallow kg

% Capacity

3.9 (b) 3.2 86.5 117.4 (b) 7873.67 25.7 26817.78 4.3 5.1 (b) 1848.27 3.1 53436.40 93.6 125.3 (b) 6657.13 14.9 26056.06 8.4 8.8 (b) 1476.67 4.1 53436.40 93.4 5689.54 12.1 31344.47 1.2 1.5 (b) 2111.59 2.2 53436.40 94.8 4881.72 27.7 25551.73 3.0 3.7 (b) 1194.95 3.0 53436.40 97.4 97.8 (b) 6853.70 23.3 31344.47 3.8 4.8 (b) 1244.22 5.2 42201.67 138.6 3384.71 169.3 23290.69 37.3 998.66 14.6 Summary Leg (T14) 173.2 Diagonal 169.3 (T21) Horizontal 37.3 (T21) Top Girt 58.3 (T12) Inner 14.6 Bracing (T21) Guy A (T7) 53.0 18.7 Guy B (T7) Guy C (T7) 52.9 Guy D (T7) 72.5 Bolt Checks 125.3 RATING = 173.2 2302.35 54151.57

Designed by

Ing. C. Londoño M. Pass Fail Pass Fail Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Pass Pass Pass Pass Pass Fail Fail

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=80+6m C. NUEVA EB. PLANADAS.eri

Maximum Values

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

Deflection (mm)

Elevation (m)

0 86.0000

50

100

Tilt (deg) 150

0

0.05

0.1

Twist (deg) 0.15

0

0.05

0.1 86.0000

83.0000

83.0000

80.0000

80.0000

76.0000

76.0000

72.0000

72.0000

68.0000

68.0000

64.0000

64.0000

60.0000

60.0000

56.0000

56.0000

52.0000

52.0000

48.0000

48.0000

44.0000

44.0000

40.0000

40.0000

36.5000

36.5000

32.5000

32.5000

29.0000

29.0000

25.0000

25.0000

21.0000

21.0000

17.0000

17.0000

13.0000

13.0000

9.0000

9.0000

0.0000 0

0.0000 50

100

150

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-TC80+6m PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-5

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS.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

84.0000

84.0000

Face D

86.0000

84.0000

83.0000

83.0000

80.0000

80.0000

76.0000

76.0000

73.0000

73.0000

73.0000

72.0000

72.0000

69.0000

69.0000

69.0000

68.0000

68.0000

65.0000

65.0000

65.0000

64.0000

64.0000

61.0000

61.0000

61.0000

60.0000

60.0000

57.0000

57.0000

57.0000

56.0000

56.0000

53.0000

53.0000

48.0000

48.0000

(2) 3 (8 ANT RF N)

52.0000

36.5000

32.5000

29.0000

25.0000

21.0000 19.0000

19.0000

17.0000

19.0000

44.0000

40.0000

36.5000

32.5000

29.0000

25.0000

1/2 (1 ANT TV E)

39.0000

1/2 (2 ANT TV E)

40.5000

39.0000

1/2 (2 ANT TV E)

40.5000

39.0000

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

40.5000

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

42.0000

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

42.0000

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

40.0000

42.0000

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

44.0000

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

21.0000

17.0000

13.0000

13.0000 7/8 (1 ANT MW E)

Elevation (m)

53.0000 52.0000

9.0000

0.0000

9.0000

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 PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-7

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS.eri

Stress Distribution Chart 0.0000 - 86.0000 > 100%

90%-100%

Elevation (m)

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

86.0000

86.0000

83.0000

83.0000

80.0000

80.0000

76.0000

76.0000

72.0000

72.0000

68.0000

68.0000

64.0000

64.0000

60.0000

60.0000

56.0000

56.0000

52.0000

52.0000

48.0000

48.0000

44.0000

44.0000

40.0000

40.0000

36.5000

36.5000

32.5000

32.5000

29.0000

29.0000

25.0000

25.0000

21.0000

21.0000

17.0000

17.0000

13.0000

13.0000

9.0000

9.0000

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 PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-8

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS.eri

CONDICION NUEVA + REFUERZO. EB. PLANADAS.

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

R=39.0000 m

206.1 294.5

1 3@1 2 @ 1.5

83.0 m

80.0 m

T3

1012.9

4.2

L51x51x5

L51x51x5

T1

L64x64x6

T2

R=39.0000 m

86.0 m

1012.9 1012.9

72.0 m

T5

T4

L64x64x10

76.0 m

R=39.0000 m

R=39.0000 m

PLAN

1012.9

A

T6

68.0 m

TYPE

1012.9 1012.9

65 - 57.5

AT15-250 (N)

86

2 ANT TV 0.30x1.20m (E)

65 - 57.5

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

85 85

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

61 - 57.5 61 - 57.5

AT15-250 (N)

84

2 ANT TV 0.30x1.20m (E)

57 - 56.5

AT15-250 (N)

84

2 ANT TV 0.30x1.20m (E)

57 - 56.5

AT15-250 (N)

83

2 ANT TV 0.30x1.20m (E)

56.5 - 53

AT15-250 (N)

83

2 ANT TV 0.30x1.20m (E)

56.5 - 53

CxMANTENIMIENTO

80

2 ANT TV 0.30x1.20m (E)

42 - 41.5

2 ANT TV 0.30x1.20m (E)

73 - 58.5

2 ANT TV 0.30x1.20m (E)

40.5

2 ANT TV 0.30x1.20m (E)

73 - 58.5

1 ANT TV 0.30x1.20m (E)

39.5 - 39

2 ANT TV 0.30x1.20m (E)

69 - 58.5

8 FT DISH (1 ANT MW Ø2.40m E)

19

2 ANT TV 0.30x1.20m (E)

69 - 58.5

1012.9

T9

1012.9

T10

SIZE

1052.6

A572-50

32.5 m

1. 2. 3. 4.

Fy 344738 kPa

1210.0

36.5 m

Fu 448159 kPa

GRADE A36

Fy 248211 kPa

Fu 399896 kPa

TOWER DESIGN NOTES Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 94.5%

1469.6

29.0 m

25.0 m

1851.1

5@4

21.0 m

13.0 m

9.0 m

5335.2

AXIAL 40122 kg 1@9

2L76x102x10

MAX. CORNER REACTIONS AT BASE: DOWN: 41175 kg UPLIFT: -21152 kg SHEAR: 17526 kg

2281.1

10.715

L102x102x6

2064.6

9.47

17.0 m

11.96

N.A.

L102x102x8

8.225

1617.5

6.98

L102x102x8

MATERIAL STRENGTH GRADE

SHEAR 20355 kg

MOMENT 797696 kg-m

29561.9

0.0 m

2556 kg R=39.0000 m

Weight (kg)

# Panels @ (m)

Face Width (m)

Inner Bracing

Horizontals

Top Girts

Diagonal Grade

18.1

4360 kg

TORQUE 12834 kg-m REACTIONS - 120 kph WIND

kg 54

Diagonals

MARK

L64x10+L76x10

50

Leg Grade

A

1306.8

1 @ 3.5 1@4 1 @ 3.5

4.849 L76x76x8

6.239

5.59

L76x76x10

T14 T15 T16 T17 T18

L127x13+L76x10

T19

SIZE

40.0 m

T20 T21

SYMBOL LIST MARK

1756.6

A36

A572-50

2L76x76x10

44.0 m

T13

T12

L102x10+L76x10

T11

1012.9

48.0 m

Legs

ELEVATION

2 ANT TV 0.30x1.20m (E)

52.0 m

Section

TYPE

86

m

56.0 m

ELEVATION

AT15-250 (N)

%

L76x76x10

86 - 41.5 85 84 83 80 73 69 65 61 57 56.5 42 40.5 39.5 19 58.5 57.5 56.5 - 39 53 DESIGNED APPURTENANCE LOADING

10 I T=

10 @ 4

N.A.

L76x76x10

T7

AT15-250 CxMANTENIMIENTO 2 1 8 ANT FT DISH TV (N) 0.30x1.20m (1 ANT MW(E) Ø2.40m E) 50 . 44 73

60.0 m

= LC

T8

HS

L76x10+L76x10

E 16

N.A.

64.0 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:

SILUETA DE CALCULO-TC80+6 m Ext. PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-1

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS.eri

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

1 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:29:23 09/24/13 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 1.0000 m at the top and 18.1000 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 2. 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. PLANADAS CONDICION NUEVA + REFUERZO.

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

2 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:29:23 09/24/13 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

m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

Assembly Database

Description

Section Width

Number of Sections

m 1.0000 1.0000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.8490 5.5900 6.2390 6.9800 8.2250 9.4700 10.7150 11.9600

Tower Section Geometry (cont’d)

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

Section Length m 3.0000 3.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

3 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

m 1.0000 1.5000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000

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

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

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Has Horizontals

Top Girt Offset

Bottom Girt Offset

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

mm 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

Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-83.0000 T2 83.0000-80.0000 T3 80.0000-76.0000 T4 76.0000-72.0000 T5 72.0000-68.0000 T6 68.0000-64.0000 T7 64.0000-60.0000 T8 60.0000-56.0000 T9 56.0000-52.0000 T10 52.0000-48.0000 T11 48.0000-44.0000 T12 44.0000-40.0000 T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000

Leg Type

Leg Size

Equal Angle

L64x64x6

Equal Angle

L64x64x6

Equal Angle

L64x64x10

Equal Angle

L64x64x10

Equal Angle

L64x64x10

Arbitrary Shape

L64x10+L76x10

Arbitrary Shape

L76x10+L76x10

Arbitrary Shape

L76x10+L76x10

Arbitrary Shape

L76x10+L76x10

Arbitrary Shape

L102x10+L76x10

Arbitrary Shape

L102x10+L76x10

Arbitrary Shape

L102x10+L76x10

Arbitrary Shape

L102x10+L76x10

Arbitrary Shape

L102x10+L76x10

Arbitrary Shape

L127x13+L76x10

Leg Grade

Diagonal Type

A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Double Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa)

Diagonal Size

Diagonal Grade

L51x51x5

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

L51x51x5 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 2L76x76x10 L102x102x8 L102x102x8 L102x102x8

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Tower Elevation m T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

4 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg Type

Leg Size

Arbitrary Shape

L127x13+L76x10

Arbitrary Shape

L127x13+L76x10

Arbitrary Shape

L127x13+L76x10

Arbitrary Shape

L127x13+L76x10

Arbitrary Shape

L127x13+L76x10

Arbitrary Shape

L127x13+L76x10

Leg Grade

Diagonal Type

A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Double Angle (344738 kPa)

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Diagonal Size

Diagonal Grade

L102x102x8

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

L102x102x8 L102x102x8 L102x102x8 L102x102x8 2L76x102x10

Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-83.0000 T2 83.0000-80.0000 T3 80.0000-76.0000 T4 76.0000-72.0000 T5 72.0000-68.0000 T6 68.0000-64.0000 T7 64.0000-60.0000 T8 60.0000-56.0000 T9 56.0000-52.0000 T10 52.0000-48.0000 T11 48.0000-44.0000 T12 44.0000-40.0000 T13 40.0000-36.5000

Top Girt Type

Top Girt Size

Equal Angle

L51x51x5

Equal Angle

L51x51x5

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Top Girt Grade

Bottom Girt Type

Bottom Girt Size

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 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)

Tower Section Geometry (cont’d) Tower Elevation m

No. of Mid Girts

Mid Girt Type

Mid Girt Size

Mid Girt Grade

Horizontal Type

Horizontal Size

Horizontal Grade

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

16:29:23 09/24/13

Client

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

m T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Tower Elevation

5 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

No. of Mid Girts None

Mid Girt Type

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

None

Equal Angle

Mid Girt Size

Designed by

Ing. C. Londoño M.

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)

Equal Angle

L76x76x10

Equal Angle

L76x76x10

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

Equal Angle

L102x102x8

A36 (248211 kPa) 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 T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000

Secondary Horizontal Type

Secondary Horizontal Size

Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round

Secondary Horizontal Grade

Inner Bracing Type

Inner Bracing Size

Inner Bracing Grade

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

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L76x76x8

Equal Angle

L102x102x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

Equal Angle

L102x102x6

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

Tower Section Geometry (cont’d) Tower Elevation

Gusset Area (per face)

Gusset Thickness

m

m2

mm

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

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

Page

Job

RISATower

6 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:29:23 09/24/13

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 T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00 T20 13.0000-9.000

m2 0.0000

mm 0

0.0000

Gusset Grade Adjust. Factor Af

Adjust. Factor Ar

Ing. C. Londoño M.

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

A36 (248211 kPa)

1.1

1

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.1

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

1

1.5

0

0

0.0000

0

A36 (248211 kPa)

1.2

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

0.0000

0

A36 (248211 kPa)

1.4

1

1.5

0

0

Page

Job

RISATower

7 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:29:23 09/24/13

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 0 T21 9.0000-0.0000

m2

mm

0.0000

0

Gusset Grade Adjust. Factor Af

A36 (248211 kPa)

1.4

Adjust. Factor Ar

1

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 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15

Calc K Single Angles

Calc K Solid Rounds

Legs

X Brace Diags X Y 1 1

K Brace Diags X Y 1 1

No

No

1

No

No

1

1 1

No

No

0.5

No

No

No

K Factors1 Single Girts Diags

Horiz.

Sec. Horiz.

Inner Brace

X Y 1 1

X Y 1 0.5

X Y 1 1

X Y 1 1

X Y 1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 1

1 1

1 0.5

1 1

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.5

1 1

1 1

No

No

0.5

1 1

1 0.5

1 1

1 1

0.5 0.5

1 1

1 1

No

No

0.5

1

1

1

1

0.5

1

1

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:29:23 09/24/13

Client

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

Calc K Single Angles

8 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Tower Elevation

Page

Job

RISATower

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Calc K Solid Rounds

Legs

X Brace Diags X Y 1

K Brace Diags X Y 0.5

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 32.5000-29.00 1 1 0.25 1 1 00 T16 No No 0.5 1 1 1 1 0.5 1 1 29.0000-25.00 1 0.5 1 1 0.25 1 1 00 T17 No No 0.5 1 1 1 1 0.5 1 1 25.0000-21.00 1 0.5 1 1 0.25 1 1 00 T18 No No 0.5 1 1 1 1 0.5 1 1 21.0000-17.00 1 0.5 1 1 0.25 1 1 00 T19 No No 0.5 1 1 1 1 0.25 1 1 17.0000-13.00 1 0.5 1 1 0.25 1 1 00 T20 No No 0.5 1 0.5 1 1 0.25 1 1 13.0000-9.000 1 0.5 1 1 0.25 1 1 0 No No 0.25 1 0.25 1 1 0.25 1 1 T21 1 0.25 1 1 0.25 1 1 9.0000-0.0000 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 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 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

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.

Leg

16:29:23 09/24/13

Client

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

T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00 T20 13.0000-9.000 0 T21 9.0000-0.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Tower Elevation m

9 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

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

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

Tower Section Geometry (cont’d) Tower Elevation m

Leg Connection Type

T1 Sleeve SS 86.0000-83.00 00

Leg

Bolt Size mm 16 A394T0

Diagonal

No. 6

Bolt Size mm 16 A394T0

Top Girt

No. 1

Bolt Size mm 16 A394T0

Bottom Girt

No. 1

Bolt Size mm 16 A394T0

No. 0

Mid Girt

Bolt Size mm 16 A325N

Long Horizontal Short Horizontal

No. 2

Bolt Size mm 16 A394T0

No. 0

Bolt Size mm 16 A325N

No. 0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00 T20 13.0000-9.000 0

16:29:23 09/24/13

Client

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

Leg Connection Type

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Tower Elevation m

10 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg

Diagonal

Bolt Size mm 16 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.

2

16 A394T0

2

16 A394T0

16 A394T0

2

16 A394T0

2

8

16 A394T0

2

16 A394T0

19 A394T0

8

16 A394T0

2

Sleeve SS

19 A394T0

8

16 A394T0

Sleeve SS

19 A394T0

8

Sleeve SS

19 A394T0

Sleeve SS

Mid Girt

Ing. C. Londoño M.

Long Horizontal Short Horizontal

Bolt Size mm 16 A325N

No.

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A325N

No.

0

16 A325N

2

16 A394T0

0

16 A325N

0

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

8

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

19 A394T0

8

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

0

16 A325N

0

Sleeve SS

19 A394T0

8

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

2

16 A325N

0

Sleeve SS

19 A394T0

6

16 A394T0

2

16 A394T0

2

16 A394T0

0

16 A325N

2

16 A394T0

2

16 A325N

0

Sleeve SS

19 A394T0

8

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

2

16 A325N

0

Sleeve SS

19 A394T0

12

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

12

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

8

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

8

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

12

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

16

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

19 A394T0

10

16 A394T0

3

16 A394T0

0

16 A394T0

0

16 A325N

2

16 A394T0

3

16 A325N

0

Sleeve SS

6

1

1

0

2

0

0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Leg

Bolt Size mm 19 A394T0

T21 Sleeve SS 9.0000-0.0000

16:29:23 09/24/13

Client

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

Leg Connection Type

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Tower Elevation m

11 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Diagonal

No. 10

Bolt Size mm 16 A394T0

Top Girt

No. 3

Bolt Size mm 16 A394T0

Bottom Girt

No. 0

Bolt Size mm 16 A394T0

Mid Girt

No.

Bolt Size mm 16 A325N

0

Ing. C. Londoño M.

Long Horizontal Short Horizontal

No. 2

Bolt Size mm 16 A394T0

No.

Bolt Size mm 16 A325N

3

No. 0

Guy Data Guy Elevation

Guy Grade

m 64

EHS

A B C D

Guy Size

Initial Tension

16 16 16 16

kg 1923.23 1923.23 1923.23 1923.23

%

Guy Modulus

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

Guy Weight

Lu

Anchor Radius

kglm 1.21 1.21 1.21 1.21

m 73.3824 73.3824 73.3824 73.3824

m 39.0000 39.0000 39.0000 39.0000

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%

Guy Data(cont’d) Guy Elevation m

Mount Type

64

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 64.0000

Diagonal Grade

Diagonal Type

Upper Diagonal Size

A572-50 (344738 kPa)

Solid Round

Lower Diagonal Size

Is Strap.

Pull-Off Grade

Pull-Off Type

A572-50 (344738 kPa)

Solid Round

Pull-Off Size

Guy Data (cont’d) Guy Elevation m

Cable Weight A kg

Cable Weight B kg

Cable Weight C kg

Cable Weight D kg

Tower Intercept A m

Tower Intercept B m

Tower Intercept C m

Tower Intercept D m

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

Cable Weight A kg 88.78

m 64

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Guy Elevation

12 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Cable Weight B kg 88.78

Cable Weight C kg 88.78

Cable Weight D kg 88.78

Tower Intercept A m 1.6619 4.0 sec/pulse

Tower Intercept B m 1.6619 4.0 sec/pulse

Tower Intercept C m 1.6619 4.0 sec/pulse

16:29:23 09/24/13 Designed by

Ing. C. Londoño M. Tower Intercept D m 1.6619 4.0 sec/pulse

Guy Data (cont’d) Guy Elevation m

Calc K Single Angles No

64

Torque Arm Kx Ky

Calc K Solid Rounds No

Kx

Pull Off Ky

Diagonal Kx Ky

1

1

1

1

Guy Data (cont’d) Guy Elevation m 64

Bolt Size mm 16 A325N

Torque-Arm Number Net Width Deduct mm 0 0

U

Bolt Size mm

0.75

16 A325N

Pull Off Number Net Width Deduct mm 0 0

U

Bolt Size mm

0.75

16 A325N

Diagonal Number Net Width Deduct mm 0 0

U

0.75

Guy Pressures Guy Elevation m 64

Guy Location A B C D

z

qz

m 32.0000 32.0000 32.0000 32.0000

kPa 0.95 0.95 0.95 0.95

qz Ice kPa

Ice Thickness mm

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

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)

Face Allow or Shield Leg D No

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 73.0000 - 0.0000

2

2

Clear Spacing mm 15

Width or Perimeter Diameter mm mm 15

Weight kglm 0.37

D

No

Ar (CfAe)

69.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

65.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

61.0000 - 0.0000

2

2

15

15

0.37

D

No

Ar (CfAe)

57.0000 - 0.0000

2

2

15

15

0.37

RISATower

1/2 (4 ANT TV E) 1/2 (2 ANT TV E) 1/2 (2 ANT TV E) 1/2 (1 ANT TV E) 7/8 (1 ANT MW E) 3 (1 ANT RF N)

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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 D No

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Placement

Total Number

Number Per Row

Ar (CfAe)

m 53.0000 - 0.0000

2

2

Clear Spacing mm 15

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Width or Perimeter Diameter mm mm 15

Weight kglm 0.37

D

No

Ar (CfAe)

42.0000 - 0.0000

1

1

15

15

0.37

D

No

Ar (CfAe)

40.5000 - 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)

19.0000 - 0.0000

1

1

28

28

0.80

D

No

Ar (CfAe)

83.0000 - 0.0000

2

2

76

76

2.65

Feed Line/Linear Appurtenances Section Areas Tower Section

13 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Description

Page

Job

T1

Tower Elevation m 86.0000-83.0000

T2

83.0000-80.0000

T3

80.0000-76.0000

T4

76.0000-72.0000

T5

72.0000-68.0000

T6

68.0000-64.0000

T7

64.0000-60.0000

T8

60.0000-56.0000

T9

56.0000-52.0000

T10

52.0000-48.0000

Face

AR

AF

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

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319

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

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

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

Weight kg 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.89 0.00 0.00 0.00 21.19 0.00 0.00 0.00 21.94 0.00 0.00 0.00 24.91 0.00 0.00 0.00 27.89 0.00 0.00 0.00 30.86 0.00 0.00 0.00 33.84 0.00 0.00 0.00 36.82 0.00 0.00 0.00 39.05

RISATower I. P. DOLMEN S.A.

Tower Section T11

Tower Elevation m 48.0000-44.0000

T12

44.0000-40.0000

T13

40.0000-36.5000

T14

36.5000-32.5000

T15

32.5000-29.0000

T16

29.0000-25.0000

T17

25.0000-21.0000

T18

21.0000-17.0000

T19

17.0000-13.0000

T20

13.0000-9.0000

T21

9.0000-0.0000

14 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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

A B C D A B C D A B C D A B C D A B C D 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 0.000 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619

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

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

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

Weight kg 0.00 0.00 0.00 39.05 0.00 0.00 0.00 39.98 0.00 0.00 0.00 37.70 0.00 0.00 0.00 43.51 0.00 0.00 0.00 38.07 0.00 0.00 0.00 43.51 0.00 0.00 0.00 43.51 0.00 0.00 0.00 45.12 0.00 0.00 0.00 46.73 0.00 0.00 0.00 46.73 0.00 0.00 0.00 105.14

Feed Line Center of Pressure Section

Elevation

CPX

CPZ

T1 T2 T3 T4 T5 T6 T7 T8

m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000

mm 0 0 0 0 0 0 0 0

mm 0 111 162 169 197 307 341 374

CPX Ice mm 0 0 0 0 0 0 0 0

CPZ Ice mm 0 111 162 169 197 307 341 374

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

15 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

16:29:23 09/24/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Section

Elevation

CPX

CPZ

T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21

m 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000

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

mm 406 430 402 411 430 497 460 519 551 601 563 580 1269

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

Ing. C. Londoño M.

CPZ Ice mm 406 430 402 411 430 497 460 519 551 601 563 580 1269

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 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

Offsets: Horz Lateral Vert m m m 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

58.5000 73.0000

No Ice

0.3000

0.0800

24.00

0.0000

58.5000 73.0000

No Ice

0.3000

0.0800

24.00

0.0000

58.5000 69.0000

No Ice

0.3000

0.0800

24.00

0.0000

58.5000 69.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 65.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 65.0000

No Ice

0.3000

0.0800

24.00

0.0000

57.5000 61.0000

No Ice

0.3000

0.0800

24.00

RISATower I. P. DOLMEN S.A.

Description

Face or Leg

16 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

Page

Job

16:29:23 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Offset Type

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Face

2 ANT TV 0.30x1.20m (E)

D

From Face

2 ANT TV 0.30x1.20m (E)

A

From Leg

2 ANT TV 0.30x1.20m (E)

A

From Leg

1 ANT TV 0.30x1.20m (E)

A

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

AT15-250 (N)

C

From Leg

AT15-250 (N)

D

From Leg

Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000

Designed by

Ing. C. Londoño M.

Azimuth Adjustment

Placement

CAAA Front

CAAA Side

Weight

°

m

m2

m2

kg

0.0000

57.5000 61.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 57.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 57.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 53.0000

No Ice

0.3000

0.0800

24.00

0.0000

56.5000 53.0000

No Ice

0.3000

0.0800

24.00

0.0000

41.5000 42.0000

No Ice

0.3000

0.0800

24.00

0.0000

40.5000

No Ice

0.3000

0.0800

24.00

0.0000

39.5000 39.0000

No Ice

0.1500

0.0400

12.00

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

Page

Job

RISATower

17 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

Description

Face or Leg

Dish Type

Offset Type

8 FT DISH (1 ANT MW Ø2.40m E)

D

Paraboloid w/o Radome

From Leg

Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000

Azimuth Adjustment

3 dB Beam Width

Elevation

Outside Diameter

° Worst

°

m 19.0000

m 2.4384

No Ice

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Aperture Area

Weight

m2 4.6730

kg 113.85

Tower Pressures - No Ice GH = 1.092 Section Elevation

z

KZ

qz

AG

m 84.5000

1.837

kPa 1.25

m2 3.109

T2 83.0000-80.00 00

81.5000

1.818

1.24

7.924

T3 80.0000-76.00 00

78.0000

1.795

1.22

16.955

T4 76.0000-72.00 00

74.0000

1.769

1.21

16.955

T5 72.0000-68.00 00

70.0000

1.741

1.19

16.955

T6 68.0000-64.00 00

66.0000

1.712

1.17

17.104

T7 64.0000-60.00 00

62.0000

1.681

1.15

17.104

T8 60.0000-56.00 00

58.0000

1.65

1.12

17.104

T9 56.0000-52.00 00

54.0000

1.616

1.10

17.104

T10 52.0000-48.00 00

50.0000

1.581

1.08

17.208

T11 48.0000-44.00

46.0000

1.544

1.05

17.208

m T1 86.0000-83.00 00

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

AF

AR

Aleg

m2 0.915 0.915 0.915 0.915 1.262 1.262 1.262 1.262 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.303 1.303 1.303 1.303 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.297 1.297 1.297 1.297 1.410 1.410

m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319 0.000 0.000

m2 0.381

0.477

0.508

0.508

0.508

0.000

0.000

0.000

0.000

0.000

0.000

Leg %

41.62 41.62 41.62 41.62 37.81 37.81 37.81 27.73 27.27 27.27 27.27 20.53 27.27 27.27 27.27 20.29 27.27 27.27 27.27 19.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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

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

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

z

m

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Section Elevation

18 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

KZ

m

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

00 T12 44.0000-40.00 00

42.0000

1.504

1.03

17.208

T13 40.0000-36.50 00

38.2500

1.465

1.00

16.194

T14 36.5000-32.50 00

34.5000

1.422

0.97

21.288

T15 32.5000-29.00 00

30.7500

1.376

0.94

21.147

T16 29.0000-25.00 00

27.0000

1.326

0.90

26.948

T17 25.0000-21.00 00

23.0000

1.267

0.86

30.924

T18 21.0000-17.00 00

19.0000

1.199

0.82

35.904

T19 17.0000-13.00 00

15.0000

1.121

0.76

40.884

T20 13.0000-9.000 0

11.0000

1.026

0.70

45.864

T21 9.0000-0.0000

4.5000

1

0.68

136.478

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

AF

AR

Aleg

m2 1.410 1.410 1.410 1.410 1.410 1.410 1.394 1.394 1.394 1.394 1.606 1.606 1.606 1.606 1.792 1.792 1.792 1.792 2.019 2.019 2.019 2.019 2.221 2.221 2.221 2.221 2.486 2.486 2.486 2.486 3.217 3.217 3.217 3.217 3.539 3.539 3.539 3.539 4.465 4.465 4.465 4.465

m2 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619

m2

Leg %

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

16:29:23 09/24/13 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

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

CAAA In Face m2 0.000 0.000 0.000 0.000 0.000

CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000

Tower Pressure - Service GH = 1.092 Section Elevation

z

m T1 86.0000-83.00 00 T2

KZ

qz

AG

m 84.5000

1.837

kPa 0.31

m2 3.109

81.5000

1.818

0.31

7.924

F a c e A B C D A

AF

AR

Aleg

m2 0.915 0.915 0.915 0.915 1.262

m2 0.000 0.000 0.000 0.000 0.000

m2 0.381

0.477

Leg %

41.62 41.62 41.62 41.62 37.81

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

z

m 83.0000-80.00 00

m

KZ

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Section Elevation

19 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

qz

AG

kPa

m2

T3 80.0000-76.00 00

78.0000

1.795

0.31

16.955

T4 76.0000-72.00 00

74.0000

1.769

0.30

16.955

T5 72.0000-68.00 00

70.0000

1.741

0.30

16.955

T6 68.0000-64.00 00

66.0000

1.712

0.29

17.104

T7 64.0000-60.00 00

62.0000

1.681

0.29

17.104

T8 60.0000-56.00 00

58.0000

1.65

0.28

17.104

T9 56.0000-52.00 00

54.0000

1.616

0.28

17.104

T10 52.0000-48.00 00

50.0000

1.581

0.27

17.208

T11 48.0000-44.00 00

46.0000

1.544

0.26

17.208

T12 44.0000-40.00 00

42.0000

1.504

0.26

17.208

T13 40.0000-36.50 00

38.2500

1.465

0.25

16.194

T14 36.5000-32.50 00

34.5000

1.422

0.24

21.288

T15 32.5000-29.00 00

30.7500

1.376

0.23

21.147

T16 29.0000-25.00 00

27.0000

1.326

0.23

26.948

T17

23.0000

1.267

0.22

30.924

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 1.262 1.262 1.262 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.303 1.303 1.303 1.303 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.297 1.297 1.297 1.297 1.410 1.410 1.410 1.410 1.410 1.410 1.410 1.410 1.394 1.394 1.394 1.394 1.606 1.606 1.606 1.606 1.792 1.792 1.792 1.792 2.019 2.019 2.019 2.019 2.221

m2 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000

m2

0.508

0.508

0.508

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

Leg %

37.81 37.81 27.73 27.27 27.27 27.27 20.53 27.27 27.27 27.27 20.29 27.27 27.27 27.27 19.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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

16:29:23 09/24/13 Designed by

Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

m 25.0000-21.00 00

m

16:29:23 09/24/13

Client

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

z

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Section Elevation

20 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

KZ

qz

AG

kPa

m2

T18 21.0000-17.00 00

19.0000

1.199

0.20

35.904

T19 17.0000-13.00 00

15.0000

1.121

0.19

40.884

T20 13.0000-9.000 0

11.0000

1.026

0.17

45.864

T21 9.0000-0.0000

4.5000

1

0.17

136.478

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

AF

AR

Aleg

m2 2.221 2.221 2.221 2.486 2.486 2.486 2.486 3.217 3.217 3.217 3.217 3.539 3.539 3.539 3.539 4.465 4.465 4.465 4.465

m2 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619

m2

Leg %

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

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

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

Add Weight

m

kg

Self Weight

T1 86.0000-83.00 00

0.00

kg 206.06

T2 83.0000-80.00 00

15.89

294.46

T3 80.0000-76.00 00

21.19

1012.92

T4 76.0000-72.00 00

21.94

1012.92

T5 72.0000-68.00 00

24.91

1012.92

T6 68.0000-64.00 00

27.89

1012.92

T7 64.0000-60.00 00

30.86

1012.92

T8 60.0000-56.00 00

33.84

1012.92

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

e

0.294 0.294 0.294 0.294 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.076 0.076 0.076 0.127 0.076 0.076 0.076 0.134 0.076 0.076 0.076

CF

2.61 2.61 2.61 2.61 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.574 3.574 3.574 3.313 3.575 3.575 3.575 3.28 3.575 3.575 3.575

RR

0.614 0.614 0.614 0.614 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.573 0.573 0.573 0.578 0.573 0.573 0.573 0.579 0.573 0.573 0.573

DF

DR

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

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

AE

F

w

Ctrl. Face

m2 0.915 0.915 0.915 0.915 1.262 1.262 1.262 1.535 1.863 1.863 1.863 2.218 1.863 1.863 1.863 2.236 1.863 1.863 1.863 2.305 1.303 1.303 1.303 1.810 1.300 1.300 1.300 1.876 1.300 1.300 1.300

kg 332.89

kglm 110.96

D

615.33

205.11

D

974.09

243.52

D

964.56

241.14

D

968.88

242.22

D

778.62

194.65

D

785.12

196.28

D

790.71

197.68

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m

kg

kg

T9 56.0000-52.00 00

36.82

1012.92

T10 52.0000-48.00 00

39.05

1012.92

T11 48.0000-44.00 00

39.05

1012.92

T12 44.0000-40.00 00

39.98

1756.58

T13 40.0000-36.50 00

37.70

1052.62

T14 36.5000-32.50 00

43.51

1210.01

T15 32.5000-29.00 00

38.07

1306.79

T16 29.0000-25.00 00

43.51

1469.61

T17 25.0000-21.00 00

43.51

1617.50

T18 21.0000-17.00 00

45.12

1851.10

T19 17.0000-13.00 00

46.73

2064.56

T20 13.0000-9.000 0

46.73

2281.10

T21 9.0000-0.0000

105.14

5335.21

Sum Weight:

781.46

29561.90

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

21 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:29:23 09/24/13

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

0.141 0.076 0.076 0.076 0.148 0.075 0.075 0.075 0.152 0.082 0.082 0.082 0.159 0.082 0.082 0.082 0.161 0.086 0.086 0.086 0.166 0.075 0.075 0.075 0.146 0.085 0.085 0.085 0.147 0.075 0.075 0.075 0.13 0.072 0.072 0.072 0.12 0.069 0.069 0.069 0.112 0.079 0.079 0.079 0.118 0.077 0.077 0.077 0.112 0.033 0.033 0.033 0.059

CF

RR

3.247 3.575 3.575 3.575 3.215 3.578 3.578 3.578 3.195 3.544 3.544 3.544 3.165 3.544 3.544 3.544 3.155 3.522 3.522 3.522 3.131 3.578 3.578 3.578 3.225 3.529 3.529 3.529 3.221 3.58 3.58 3.58 3.299 3.597 3.597 3.597 3.349 3.611 3.611 3.611 3.387 3.561 3.561 3.561 3.359 3.569 3.569 3.569 3.388 3.811 3.811 3.811 3.665

0.58 0.573 0.573 0.573 0.581 0.573 0.573 0.573 0.582 0.573 0.573 0.573 0.583 0.573 0.573 0.573 0.583 0.574 0.574 0.574 0.584 0.573 0.573 0.573 0.581 0.574 0.574 0.574 0.581 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.577 0.572 0.572 0.572 0.576 0.573 0.573 0.573 0.577 0.573 0.573 0.573 0.576 0.571 0.571 0.571 0.572

DF

DR

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

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 1.946 1.300 1.300 1.300 2.015 1.297 1.297 1.297 2.065 1.410 1.410 1.410 2.178 1.410 1.410 1.410 2.200 1.394 1.394 1.394 2.150 1.606 1.606 1.606 2.474 1.792 1.792 1.792 2.552 2.019 2.019 2.019 2.885 2.221 2.221 2.221 3.085 2.486 2.486 2.486 3.381 3.217 3.217 3.217 4.145 3.539 3.539 3.539 4.466 4.465 4.465 4.465 6.535

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

794.38

198.59

D

791.33

197.83

D

807.48

201.87

D

792.20

198.05

D

747.87

213.68

D

860.98

215.24

D

858.11

245.17

D

957.07

239.27

D

992.43

248.11

D

1041.72

260.43

D

1184.03

296.01

D

1177.53

294.38

D

1816.49

201.83

D

19031.83

Tower Forces - No Ice - Wind 45 To Face

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-83.00 00

0.00

kg 206.06

T2 83.0000-80.00 00

15.89

294.46

T3 80.0000-76.00 00

21.19

1012.92

T4 76.0000-72.00 00

21.94

1012.92

T5 72.0000-68.00 00

24.91

1012.92

T6 68.0000-64.00 00

27.89

1012.92

T7 64.0000-60.00 00

30.86

1012.92

T8 60.0000-56.00 00

33.84

1012.92

T9 56.0000-52.00 00

36.82

1012.92

T10 52.0000-48.00 00

39.05

1012.92

T11 48.0000-44.00 00

39.05

1012.92

T12 44.0000-40.00 00

39.98

1756.58

T13 40.0000-36.50 00

37.70

1052.62

T14 36.5000-32.50 00

43.51

1210.01

T15 32.5000-29.00 00

38.07

1306.79

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

22 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:29:23 09/24/13

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

0.294 0.294 0.294 0.294 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.076 0.076 0.076 0.127 0.076 0.076 0.076 0.134 0.076 0.076 0.076 0.141 0.076 0.076 0.076 0.148 0.075 0.075 0.075 0.152 0.082 0.082 0.082 0.159 0.082 0.082 0.082 0.161 0.086 0.086 0.086 0.166 0.075 0.075 0.075 0.146 0.085 0.085 0.085

CF

2.61 2.61 2.61 2.61 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.574 3.574 3.574 3.313 3.575 3.575 3.575 3.28 3.575 3.575 3.575 3.247 3.575 3.575 3.575 3.215 3.578 3.578 3.578 3.195 3.544 3.544 3.544 3.165 3.544 3.544 3.544 3.155 3.522 3.522 3.522 3.131 3.578 3.578 3.578 3.225 3.529 3.529 3.529

RR

0.614 0.614 0.614 0.614 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.573 0.573 0.573 0.578 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.58 0.573 0.573 0.573 0.581 0.573 0.573 0.573 0.582 0.573 0.573 0.573 0.583 0.573 0.573 0.573 0.583 0.574 0.574 0.574 0.584 0.573 0.573 0.573 0.581 0.574 0.574 0.574

DF

1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.057 1.057 1.057 1.096 1.057 1.057 1.057 1.101 1.057 1.057 1.057 1.106 1.057 1.057 1.057 1.111 1.057 1.057 1.057 1.114 1.061 1.061 1.061 1.119 1.061 1.061 1.061 1.121 1.065 1.065 1.065 1.124 1.057 1.057 1.057 1.109 1.064 1.064 1.064

DR

1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.057 1.057 1.057 1.096 1.057 1.057 1.057 1.101 1.057 1.057 1.057 1.106 1.057 1.057 1.057 1.111 1.057 1.057 1.057 1.114 1.061 1.061 1.061 1.119 1.061 1.061 1.061 1.121 1.065 1.065 1.065 1.124 1.057 1.057 1.057 1.109 1.064 1.064 1.064

w

Designed by

Ing. C. Londoño M.

AE

F

Ctrl. Face

m2 1.099 1.099 1.099 1.099 1.413 1.413 1.413 1.785 2.017 2.017 2.017 2.461 2.017 2.017 2.017 2.483 2.017 2.017 2.017 2.572 1.377 1.377 1.377 1.983 1.375 1.375 1.375 2.065 1.375 1.375 1.375 2.152 1.375 1.375 1.375 2.239 1.371 1.371 1.371 2.300 1.496 1.496 1.496 2.437 1.496 1.496 1.496 2.465 1.484 1.484 1.484 2.418 1.697 1.697 1.697 2.745 1.906 1.906 1.906

kg 399.47

kglm 133.16

D

715.57

238.52

D

1080.73

270.18

D

1071.41

267.85

D

1081.25

270.31

D

853.04

213.26

D

864.13

216.03

D

874.37

218.59

D

882.53

220.63

D

881.56

220.39

D

903.50

225.88

D

887.68

221.92

D

840.98

240.28

D

955.05

238.76

D

952.47

272.13

D

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

23 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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 29.0000-25.00 00

43.51

1469.61

T17 25.0000-21.00 00

43.51

1617.50

T18 21.0000-17.00 00

45.12

1851.10

T19 17.0000-13.00 00

46.73

2064.56

T20 13.0000-9.000 0

46.73

2281.10

T21 9.0000-0.0000

105.14

5335.21

Sum Weight:

781.46

29561.90

16:29:23 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

e

0.147 0.075 0.075 0.075 0.13 0.072 0.072 0.072 0.12 0.069 0.069 0.069 0.112 0.079 0.079 0.079 0.118 0.077 0.077 0.077 0.112 0.033 0.033 0.033 0.059

CF

RR

DF

DR

3.221 3.58 3.58 3.58 3.299 3.597 3.597 3.597 3.349 3.611 3.611 3.611 3.387 3.561 3.561 3.561 3.359 3.569 3.569 3.569 3.388 3.811 3.811 3.811 3.665

0.581 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.577 0.572 0.572 0.572 0.576 0.573 0.573 0.573 0.577 0.573 0.573 0.573 0.576 0.571 0.571 0.571 0.572

1.11 1.056 1.056 1.056 1.098 1.054 1.054 1.054 1.09 1.052 1.052 1.052 1.084 1.059 1.059 1.059 1.089 1.058 1.058 1.058 1.084 1.025 1.025 1.025 1.044

1.11 1.056 1.056 1.056 1.098 1.054 1.054 1.054 1.09 1.052 1.052 1.052 1.084 1.059 1.059 1.059 1.089 1.058 1.058 1.058 1.084 1.025 1.025 1.025 1.044

Designed by

Ing. C. Londoño M.

AE

F

w

Ctrl. Face

m2 2.833 2.133 2.133 2.133 3.167 2.341 2.341 2.341 3.363 2.615 2.615 2.615 3.666 3.407 3.407 3.407 4.512 3.743 3.743 3.743 4.842 4.575 4.575 4.575 6.825

kg

kglm

1050.69

262.67

D

1081.89

270.47

D

1129.59

282.40

D

1288.83

322.21

D

1276.64

319.16

D

1897.19

210.80

D

20968.58

Tower Forces - Service - Wind Normal To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-83.00 00

0.00

kg 206.06

T2 83.0000-80.00 00

15.89

294.46

T3 80.0000-76.00 00

21.19

1012.92

T4 76.0000-72.00 00

21.94

1012.92

T5 72.0000-68.00 00

24.91

1012.92

T6 68.0000-64.00 00

27.89

1012.92

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

e

0.294 0.294 0.294 0.294 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.076 0.076 0.076

CF

2.61 2.61 2.61 2.61 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.574 3.574 3.574

RR

0.614 0.614 0.614 0.614 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.573 0.573 0.573

DF

DR

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

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

AE

F

w

Ctrl. Face

m2 0.915 0.915 0.915 0.915 1.262 1.262 1.262 1.535 1.863 1.863 1.863 2.218 1.863 1.863 1.863 2.236 1.863 1.863 1.863 2.305 1.303 1.303 1.303

kg 83.22

kglm 27.74

D

153.83

51.28

D

243.52

60.88

D

241.14

60.29

D

242.22

60.55

D

194.65

48.66

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m

kg

kg

T7 64.0000-60.00 00

30.86

1012.92

T8 60.0000-56.00 00

33.84

1012.92

T9 56.0000-52.00 00

36.82

1012.92

T10 52.0000-48.00 00

39.05

1012.92

T11 48.0000-44.00 00

39.05

1012.92

T12 44.0000-40.00 00

39.98

1756.58

T13 40.0000-36.50 00

37.70

1052.62

T14 36.5000-32.50 00

43.51

1210.01

T15 32.5000-29.00 00

38.07

1306.79

T16 29.0000-25.00 00

43.51

1469.61

T17 25.0000-21.00 00

43.51

1617.50

T18 21.0000-17.00 00

45.12

1851.10

T19 17.0000-13.00 00

46.73

2064.56

T20 13.0000-9.000 0

46.73

2281.10

T21 9.0000-0.0000

105.14

5335.21

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

24 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:29:23 09/24/13

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

0.127 0.076 0.076 0.076 0.134 0.076 0.076 0.076 0.141 0.076 0.076 0.076 0.148 0.075 0.075 0.075 0.152 0.082 0.082 0.082 0.159 0.082 0.082 0.082 0.161 0.086 0.086 0.086 0.166 0.075 0.075 0.075 0.146 0.085 0.085 0.085 0.147 0.075 0.075 0.075 0.13 0.072 0.072 0.072 0.12 0.069 0.069 0.069 0.112 0.079 0.079 0.079 0.118 0.077 0.077 0.077 0.112 0.033 0.033 0.033

CF

RR

3.313 3.575 3.575 3.575 3.28 3.575 3.575 3.575 3.247 3.575 3.575 3.575 3.215 3.578 3.578 3.578 3.195 3.544 3.544 3.544 3.165 3.544 3.544 3.544 3.155 3.522 3.522 3.522 3.131 3.578 3.578 3.578 3.225 3.529 3.529 3.529 3.221 3.58 3.58 3.58 3.299 3.597 3.597 3.597 3.349 3.611 3.611 3.611 3.387 3.561 3.561 3.561 3.359 3.569 3.569 3.569 3.388 3.811 3.811 3.811

0.578 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.58 0.573 0.573 0.573 0.581 0.573 0.573 0.573 0.582 0.573 0.573 0.573 0.583 0.573 0.573 0.573 0.583 0.574 0.574 0.574 0.584 0.573 0.573 0.573 0.581 0.574 0.574 0.574 0.581 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.577 0.572 0.572 0.572 0.576 0.573 0.573 0.573 0.577 0.573 0.573 0.573 0.576 0.571 0.571 0.571

DF

DR

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

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

AE

F

w

m2 1.810 1.300 1.300 1.300 1.876 1.300 1.300 1.300 1.946 1.300 1.300 1.300 2.015 1.297 1.297 1.297 2.065 1.410 1.410 1.410 2.178 1.410 1.410 1.410 2.200 1.394 1.394 1.394 2.150 1.606 1.606 1.606 2.474 1.792 1.792 1.792 2.552 2.019 2.019 2.019 2.885 2.221 2.221 2.221 3.085 2.486 2.486 2.486 3.381 3.217 3.217 3.217 4.145 3.539 3.539 3.539 4.466 4.465 4.465 4.465

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

196.28

49.07

D

197.68

49.42

D

198.59

49.65

D

197.83

49.46

D

201.87

50.47

D

198.05

49.51

D

186.97

53.42

D

215.24

53.81

D

214.53

61.29

D

239.27

59.82

D

248.11

62.03

D

260.43

65.11

D

296.01

74.00

D

294.38

73.60

D

454.12

50.46

D

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Self Weight

m

kg

kg

Sum Weight:

781.46

16:29:23 09/24/13

Client

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

Add Weight

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Section Elevation

25 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

F a c e D

e

0.059

CF

RR

3.665

0.572

DF

DR

1

1

AE

F

w

m2 6.535

kg

kglm

29561.90

Designed by

Ing. C. Londoño M. Ctrl. Face

4757.96

Tower Forces - Service - Wind 45 To Face Section Elevation

Add Weight

m

kg

Self Weight

T1 86.0000-83.00 00

0.00

kg 206.06

T2 83.0000-80.00 00

15.89

294.46

T3 80.0000-76.00 00

21.19

1012.92

T4 76.0000-72.00 00

21.94

1012.92

T5 72.0000-68.00 00

24.91

1012.92

T6 68.0000-64.00 00

27.89

1012.92

T7 64.0000-60.00 00

30.86

1012.92

T8 60.0000-56.00 00

33.84

1012.92

T9 56.0000-52.00 00

36.82

1012.92

T10 52.0000-48.00 00

39.05

1012.92

T11 48.0000-44.00 00

39.05

1012.92

T12 44.0000-40.00 00

39.98

1756.58

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

e

0.294 0.294 0.294 0.294 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.076 0.076 0.076 0.127 0.076 0.076 0.076 0.134 0.076 0.076 0.076 0.141 0.076 0.076 0.076 0.148 0.075 0.075 0.075 0.152 0.082 0.082 0.082 0.159 0.082 0.082 0.082

CF

2.61 2.61 2.61 2.61 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.574 3.574 3.574 3.313 3.575 3.575 3.575 3.28 3.575 3.575 3.575 3.247 3.575 3.575 3.575 3.215 3.578 3.578 3.578 3.195 3.544 3.544 3.544 3.165 3.544 3.544 3.544

RR

0.614 0.614 0.614 0.614 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.573 0.573 0.573 0.578 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.58 0.573 0.573 0.573 0.581 0.573 0.573 0.573 0.582 0.573 0.573 0.573 0.583 0.573 0.573 0.573

DF

1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.057 1.057 1.057 1.096 1.057 1.057 1.057 1.101 1.057 1.057 1.057 1.106 1.057 1.057 1.057 1.111 1.057 1.057 1.057 1.114 1.061 1.061 1.061 1.119 1.061 1.061 1.061

DR

1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.057 1.057 1.057 1.096 1.057 1.057 1.057 1.101 1.057 1.057 1.057 1.106 1.057 1.057 1.057 1.111 1.057 1.057 1.057 1.114 1.061 1.061 1.061 1.119 1.061 1.061 1.061

AE

F

w

Ctrl. Face

m2 1.099 1.099 1.099 1.099 1.413 1.413 1.413 1.785 2.017 2.017 2.017 2.461 2.017 2.017 2.017 2.483 2.017 2.017 2.017 2.572 1.377 1.377 1.377 1.983 1.375 1.375 1.375 2.065 1.375 1.375 1.375 2.152 1.375 1.375 1.375 2.239 1.371 1.371 1.371 2.300 1.496 1.496 1.496 2.437 1.496 1.496 1.496

kg 99.87

kglm 33.29

D

178.89

59.63

D

270.18

67.55

D

267.85

66.96

D

270.31

67.58

D

213.26

53.31

D

216.03

54.01

D

218.59

54.65

D

220.63

55.16

D

220.39

55.10

D

225.88

56.47

D

221.92

55.48

D

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section Elevation

Add Weight

Self Weight

m

kg

kg

T13 40.0000-36.50 00

37.70

1052.62

T14 36.5000-32.50 00

43.51

1210.01

T15 32.5000-29.00 00

38.07

1306.79

T16 29.0000-25.00 00

43.51

1469.61

T17 25.0000-21.00 00

43.51

1617.50

T18 21.0000-17.00 00

45.12

1851.10

T19 17.0000-13.00 00

46.73

2064.56

T20 13.0000-9.000 0

46.73

2281.10

T21 9.0000-0.0000

105.14

5335.21

Sum Weight:

781.46

29561.90

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

26 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:29:23 09/24/13

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

e

0.161 0.086 0.086 0.086 0.166 0.075 0.075 0.075 0.146 0.085 0.085 0.085 0.147 0.075 0.075 0.075 0.13 0.072 0.072 0.072 0.12 0.069 0.069 0.069 0.112 0.079 0.079 0.079 0.118 0.077 0.077 0.077 0.112 0.033 0.033 0.033 0.059

CF

RR

DF

DR

3.155 3.522 3.522 3.522 3.131 3.578 3.578 3.578 3.225 3.529 3.529 3.529 3.221 3.58 3.58 3.58 3.299 3.597 3.597 3.597 3.349 3.611 3.611 3.611 3.387 3.561 3.561 3.561 3.359 3.569 3.569 3.569 3.388 3.811 3.811 3.811 3.665

0.583 0.574 0.574 0.574 0.584 0.573 0.573 0.573 0.581 0.574 0.574 0.574 0.581 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.577 0.572 0.572 0.572 0.576 0.573 0.573 0.573 0.577 0.573 0.573 0.573 0.576 0.571 0.571 0.571 0.572

1.121 1.065 1.065 1.065 1.124 1.057 1.057 1.057 1.109 1.064 1.064 1.064 1.11 1.056 1.056 1.056 1.098 1.054 1.054 1.054 1.09 1.052 1.052 1.052 1.084 1.059 1.059 1.059 1.089 1.058 1.058 1.058 1.084 1.025 1.025 1.025 1.044

1.121 1.065 1.065 1.065 1.124 1.057 1.057 1.057 1.109 1.064 1.064 1.064 1.11 1.056 1.056 1.056 1.098 1.054 1.054 1.054 1.09 1.052 1.052 1.052 1.084 1.059 1.059 1.059 1.089 1.058 1.058 1.058 1.084 1.025 1.025 1.025 1.044

AE

F

w

m2 2.465 1.484 1.484 1.484 2.418 1.697 1.697 1.697 2.745 1.906 1.906 1.906 2.833 2.133 2.133 2.133 3.167 2.341 2.341 2.341 3.363 2.615 2.615 2.615 3.666 3.407 3.407 3.407 4.512 3.743 3.743 3.743 4.842 4.575 4.575 4.575 6.825

kg

kglm

Designed by

Ing. C. Londoño M. Ctrl. Face

210.24

60.07

D

238.76

59.69

D

238.12

68.03

D

262.67

65.67

D

270.47

67.62

D

282.40

70.60

D

322.21

80.55

D

319.16

79.79

D

474.30

52.70

D

5242.14

Mast Vectors - No Ice Section No. T1

Section Elevation m 86.0000-83.0000

T2

83.0000-80.0000

T3

80.0000-76.0000

T4

76.0000-72.0000

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

Directionality

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

F kg 332.89 399.47 332.89 615.33 715.57 615.33 974.09 1080.73 974.09 964.56 1071.41 964.56

Vx

Vz

OTMx

OTMz

Torque

kg

kg -332.89 -282.47 0.00 -615.33 -505.98 0.00 -974.09 -764.19 0.00 -964.56 -757.60 0.00

kg-m -28129 -23869 0 -50128 -41216 21 -75934 -59562 45 -71331 -56016 47

kg-m

kg-m

0.00 282.47 332.89 0.00 505.98 615.33 0.00 764.19 974.09 0.00 757.60 964.56

0 -23869 -28129 0 -41237 -50150 0 -59607 -75979 0 -56063 -71378

0 0 0 0 56 69 0 124 158 0 128 163

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section No. T5

Section Elevation m 72.0000-68.0000

T6

68.0000-64.0000

T7

64.0000-60.0000

T8

60.0000-56.0000

T9

56.0000-52.0000

T10

52.0000-48.0000

T11

48.0000-44.0000

T12

44.0000-40.0000

T13

40.0000-36.5000

T14

36.5000-32.5000

T15

32.5000-29.0000

T16

29.0000-25.0000

T17

25.0000-21.0000

T18

21.0000-17.0000

T19

17.0000-13.0000

T20

13.0000-9.0000

T21

9.0000-0.0000

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

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

16:29:23 09/24/13

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

F

Vx

kg 968.88 1081.25 968.88 778.62 853.04 778.62 785.12 864.13 785.12 790.71 874.37 790.71 794.38 882.53 794.38 791.33 881.56 791.33 807.48 903.50 807.48 792.20 887.68 792.20 747.87 840.98 747.87 860.98 955.05 860.98 858.11 952.47 858.11 957.07 1050.69 957.07 992.43 1081.89 992.43 1041.72 1129.59 1041.72 1184.03 1288.83 1184.03 1177.53 1276.64 1177.53 1816.49 1897.19 1816.49

kg 0.00 764.56 968.88 0.00 603.19 778.62 0.00 611.03 785.12 0.00 618.28 790.71 0.00 624.04 794.38 0.00 623.36 791.33 0.00 638.87 807.48 0.00 627.68 792.20 0.00 594.66 747.87 0.00 675.32 860.98 0.00 673.50 858.11 0.00 742.95 957.07 0.00 765.01 992.43 0.00 798.74 1041.72 0.00 911.34 1184.03 0.00 902.72 1177.53 0.00 1341.51 1816.49

Vz kg -968.88 -764.56 0.00 -778.62 -603.19 0.00 -785.12 -611.03 0.00 -790.71 -618.28 0.00 -794.38 -624.04 0.00 -791.33 -623.36 0.00 -807.48 -638.87 0.00 -792.20 -627.68 0.00 -747.87 -594.66 0.00 -860.98 -675.32 0.00 -858.11 -673.50 0.00 -957.07 -742.95 0.00 -992.43 -765.01 0.00 -1041.72 -798.74 0.00 -1184.03 -911.34 0.00 -1177.53 -902.72 0.00 -1816.49 -1341.51 0.00

Mast Totals - No Ice Wind Azimuth °

27 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Vx

Vz

OTMx

OTMz

Torque

kg

kg

kg-m

kg-m

kg-m

Designed by

Ing. C. Londoño M.

OTMx

OTMz

Torque

kg-m -67768 -53466 53 -51329 -39751 59 -48612 -37818 66 -45789 -35788 72 -42818 -33620 78 -39483 -31085 83 -37061 -29305 83 -33188 -26278 85 -28520 -22660 86 -29589 -23184 115 -26273 -20597 113 -25696 -19915 145 -22660 -17429 166 -19592 -14975 201 -17524 -13433 237 -12687 -9664 266 -7382 -5244 792

kg-m

kg-m

0 -53519 -67821 0 -39810 -51389 0 -37884 -48678 0 -35860 -45861 0 -33698 -42896 0 -31168 -39566 0 -29388 -37144 0 -26363 -33272 0 -22746 -28606 0 -23299 -29704 0 -20710 -26387 0 -20060 -25841 0 -17595 -22826 0 -15176 -19793 0 -13670 -17760 0 -9930 -12953 0 -6037 -8174

0 151 191 0 185 239 0 209 268 0 231 296 0 253 323 0 268 340 0 257 325 0 258 326 0 256 322 0 335 428 0 310 394 0 386 497 0 421 546 0 480 626 0 513 666 0 524 683 0 1703 2306

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Wind Azimuth °

Vx kg

0 45 90

0.00 14827.02 19031.83

Vz kg -19031.83 -14827.02 0.00

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

28 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:29:23 09/24/13

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

OTMx

OTMz

Torque

kg-m -781494 -614875 2814

kg-m

kg-m

0 -617689 -784308

Designed by

Ing. C. Londoño M.

0 7048 9165

Mast Vectors - Service Section No. T1

Section Elevation m 86.0000-83.0000

T2

83.0000-80.0000

T3

80.0000-76.0000

T4

76.0000-72.0000

T5

72.0000-68.0000

T6

68.0000-64.0000

T7

64.0000-60.0000

T8

60.0000-56.0000

T9

56.0000-52.0000

T10

52.0000-48.0000

T11

48.0000-44.0000

T12

44.0000-40.0000

T13

40.0000-36.5000

T14

36.5000-32.5000

T15

32.5000-29.0000

T16

29.0000-25.0000

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

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

F

Vx

Vz

OTMx

OTMz

Torque

kg 83.22 99.87 83.22 153.83 178.89 153.83 243.52 270.18 243.52 241.14 267.85 241.14 242.22 270.31 242.22 194.65 213.26 194.65 196.28 216.03 196.28 197.68 218.59 197.68 198.59 220.63 198.59 197.83 220.39 197.83 201.87 225.88 201.87 198.05 221.92 198.05 186.97 210.24 186.97 215.24 238.76 215.24 214.53 238.12 214.53 239.27 262.67 239.27

kg

kg -83.22 -70.62 0.00 -153.83 -126.50 0.00 -243.52 -191.05 0.00 -241.14 -189.40 0.00 -242.22 -191.14 0.00 -194.65 -150.80 0.00 -196.28 -152.76 0.00 -197.68 -154.57 0.00 -198.59 -156.01 0.00 -197.83 -155.84 0.00 -201.87 -159.72 0.00 -198.05 -156.92 0.00 -186.97 -148.67 0.00 -215.24 -168.83 0.00 -214.53 -168.37 0.00 -239.27 -185.74 0.00

kg-m -7032 -5967 0 -12516 -10288 21 -18950 -14856 45 -17798 -13969 47 -16902 -13327 53 -12788 -9893 59 -12104 -9405 66 -11393 -8893 72 -10646 -8346 78 -9809 -7709 83 -9203 -7264 83 -8233 -6506 85 -7065 -5600 86 -7311 -5710 115 -6483 -5064 113 -6315 -4870 145

kg-m

kg-m

0.00 70.62 83.22 0.00 126.50 153.83 0.00 191.05 243.52 0.00 189.40 241.14 0.00 191.14 242.22 0.00 150.80 194.65 0.00 152.76 196.28 0.00 154.57 197.68 0.00 156.01 198.59 0.00 155.84 197.83 0.00 159.72 201.87 0.00 156.92 198.05 0.00 148.67 186.97 0.00 168.83 215.24 0.00 168.37 214.53 0.00 185.74 239.27

0 -5967 -7032 0 -10309 -12537 0 -14902 -18995 0 -14016 -17844 0 -13380 -16955 0 -9953 -12847 0 -9471 -12169 0 -8965 -11465 0 -8425 -10724 0 -7792 -9892 0 -7347 -9286 0 -6591 -8318 0 -5686 -7152 0 -5825 -7426 0 -5178 -6597 0 -5015 -6460

0 0 0 0 14 17 0 31 39 0 32 41 0 38 48 0 46 60 0 52 67 0 58 74 0 63 81 0 67 85 0 64 81 0 65 81 0 64 80 0 84 107 0 77 99 0 96 124

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

T17 T18

21.0000-17.0000

T19

17.0000-13.0000

T20

13.0000-9.0000

T21

9.0000-0.0000

16:29:23 09/24/13

Client

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

Section Elevation m 25.0000-21.0000

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Section No.

29 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

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

Directionality

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

Designed by

Ing. C. Londoño M.

F

Vx

Vz

OTMx

OTMz

Torque

kg 248.11 270.47 248.11 260.43 282.40 260.43 296.01 322.21 296.01 294.38 319.16 294.38 454.12 474.30 454.12

kg

kg -248.11 -191.25 0.00 -260.43 -199.69 0.00 -296.01 -227.84 0.00 -294.38 -225.68 0.00 -454.12 -335.38 0.00

kg-m -5540 -4232 166 -4747 -3593 201 -4203 -3181 237 -2972 -2217 266 -1251 -717 792

kg-m

kg-m

0.00 191.25 248.11 0.00 199.69 260.43 0.00 227.84 296.01 0.00 225.68 294.38 0.00 335.38 454.12

0 -4399 -5706 0 -3794 -4948 0 -3418 -4440 0 -2482 -3238 0 -1509 -2044

Mast Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -4757.96 -3706.76 0.00

kg-m -193263 -151608 2814

kg-m

kg-m

0.00 3706.76 4757.96

0 -154422 -196077

0 1762 2291

Discrete Appurtenance Pressures - No Ice Description

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000

Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

Offsetx

Offsetz

m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657 1.0657

m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657

z m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000

Kz

1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476 1.846 1.846 1.840 1.840 1.834 1.834 1.828

qz kPa 1.17 1.17 1.16 1.16 1.14 1.14 1.13 1.13 1.12 1.12 1.11 1.11 1.02 1.01 1.01 1.26 1.26 1.25 1.25 1.25 1.25 1.25

GH = 1.092

CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

0 105 137 0 120 156 0 128 167 0 131 171 0 426 576

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:29:23 09/24/13

Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Aiming Azimuth ° 225.0000 Sum Weight:

AT15-250

30 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Description

Page

Job

RISATower

Weight kg 10.00 428.00

Offsetx m -1.0657

Offsetz

z

m 1.0657

m 83.0000

Kz

qz

1.828

kPa 1.25

CAAC Front m2 0.4750

Designed by

Ing. C. Londoño M.

CAAC Side m2 0.2600

Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 27.51 38.91

Vz

kg 10.38 7.34 0.00

OTMx

kg 0.00 27.51 38.91

OTMz

kg-m -10.38 -7.34 0.00

Torque

kg-m -682 -482 0

kg-m 70 -1739 -2489

-30 -21 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 38.91 27.51 0.00

Vz

kg 0.00 7.34 10.38

OTMx

kg 0.00 7.34 10.38

OTMz

kg-m -38.91 -27.51 0.00

Torque

kg-m -2508 -1759 50

kg-m 0 -482 -682

0 15 22

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 27.27 38.57

Vz

kg 10.29 7.27 0.00

OTMx

kg 0.00 27.27 38.57

OTMz

kg-m -10.29 -7.27 0.00

Torque

kg-m -656 -464 0

kg-m 70 -1669 -2389

-30 -21 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 38.57 27.27 0.00

Vz

kg 0.00 7.27 10.29

OTMx

kg 0.00 7.27 10.29

OTMz

kg-m -38.57 -27.27 0.00

Torque

kg-m -2408 -1688 50

kg-m 0 -464 -656

0 15 22

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 0.00 26.96 38.13

Vz

kg 10.17 7.19 0.00

OTMx

kg 0.00 26.96 38.13

OTMz

kg-m -10.17 -7.19 0.00

Torque

kg-m -623 -440 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D

kg-m 70 -1582 -2266

-29 -21 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. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Fa

31 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 38.13 26.96 0.00

Vz

kg 0.00 7.19 10.17

OTMx

kg 0.00 7.19 10.17

OTMz

kg-m -38.13 -26.96 0.00

Designed by

Ing. C. Londoño M. Torque

kg-m -2285 -1601 50

16:29:23 09/24/13

kg-m 0 -440 -623

0 15 21

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.71 37.77

Vz

kg 10.07 7.12 0.00

OTMx

kg 0.00 26.71 37.77

OTMz

kg-m -10.07 -7.12 0.00

Torque

kg-m -597 -422 0

kg-m 70 -1513 -2168

-29 -21 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 37.77 26.71 0.00

Vz

kg 0.00 7.12 10.07

OTMx

kg 0.00 7.12 10.07

OTMz

kg-m -37.77 -26.71 0.00

Torque

kg-m -2188 -1532 50

kg-m 0 -422 -597

0 15 21

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.38 37.31

Vz

kg 9.95 7.04 0.00

OTMx

kg 0.00 26.38 37.31

OTMz

kg-m -9.95 -7.04 0.00

Torque

kg-m -565 -399 0

kg-m 70 -1428 -2048

-29 -20 0

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 37.31 26.38 0.00

Vz

kg 0.00 7.04 9.95

OTMx

kg 0.00 7.04 9.95

OTMz

kg-m -37.31 -26.38 0.00

Torque

kg-m -2067 -1447 50

kg-m 0 -399 -565

0 15 21

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 26.11 36.93

Vz

kg 9.85 6.96 0.00

OTMx

kg 0.00 26.11 36.93

OTMz

kg-m -9.85 -6.96 0.00

Torque

kg-m -539 -381 0

kg-m 70 -1360 -1952

-29 -20 0

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 36.93 26.11

Vz

kg 0.00 6.96

OTMx

kg 0.00 6.96

OTMz

kg-m -36.93 -26.11

Torque

kg-m -1971 -1379

kg-m 0 -381

0 15

Page

Job

RISATower

32 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 0.00

Vz

kg 9.85

OTMx

kg 9.85

OTMz

kg-m

Torque

kg-m

0.00

50

kg-m -539

21

2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A

Fs

kg

0 45 90

Vx

kg 24.17 0.00 24.17

Vz

kg 6.44 9.11 6.44

OTMx

kg -12.53 6.44 21.65

OTMz

kg-m -21.65 -6.44 12.53

Torque

kg-m -971 -336 456

kg-m 591 -202 -836

-26 -36 -26

2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 23.96 0.00 23.96

Vz

kg 6.39 9.03 6.39

OTMx

kg -12.42 6.39 21.46

OTMz

kg-m -21.46 -6.39 12.42

Torque

kg-m -936 -326 436

kg-m 571 -191 -802

-25 -36 -25

1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 11.87 0.00 11.87

Vz

kg 3.17 4.48 3.17

OTMx

kg -6.16 3.17 10.63

OTMz

kg-m -10.63 -3.17 6.16

Torque

kg-m -452 -159 207

kg-m 276 -90 -383

-13 -18 -13

AT15-250 - Elevation 86 - From Leg C

Wind Azimuth °

Fa

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 -4416 -2204 1305

kg-m 1284 -2225 -4437

39 55 39

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 -4416 -4035 -1284

kg-m -1284 -4035 -4416

-39 0 39

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 46.88 0.00

Vz

kg 25.66 36.29

OTMx

kg -15.00 25.66

OTMz

kg-m -51.30 -25.66

Torque

kg-m -4349 -2171

kg-m 1265 -2192

39 55

Page

Job

RISATower

33 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

AT15-250 - Elevation 85 - From Leg C

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 46.88

Vz

kg 25.66

OTMx

kg 51.30

OTMz

kg-m 15.00

Torque

kg-m 1286

kg-m -4371

39

AT15-250 - Elevation 85 - From Leg D

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 -4349 -3974 -1265

kg-m -1265 -3974 -4349

-39 0 39

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 -4284 -2138 1267

kg-m 1245 -2159 -4305

39 55 39

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 -4284 -3914 -1245

kg-m -1245 -3914 -4284

-39 0 39

AT15-250 - Elevation 83 - From Leg C

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 46.56 0.00 46.56

Vz

kg 25.49 36.04 25.49

OTMx

kg -14.90 25.49 50.95

OTMz

kg-m -50.95 -25.49 14.90

Torque

kg-m -4218 -2105 1248

kg-m 1226 -2126 -4239

38 54 38

AT15-250 - Elevation 83 - From Leg D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 46.56 65.85 46.56

Vz

kg 25.49 0.00 25.49

OTMx

kg 14.90 46.56 50.95

OTMz

kg-m -50.95 -46.56 -14.90

Torque

kg-m -4218 -3854 -1226

kg-m -1226 -3854 -4218

Discrete Appurtenance Totals - No Ice

-38 0 38

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Vx

Vz

OTMx

OTMz

Torque

kg -31.11 509.55 751.72

kg -751.72 -509.55 31.11

kg-m

kg-m

kg-m

-53982 -37210 1486

1855 -36842 -53613

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250

Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:

Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 428.00

Offsetx

Offsetz

z

m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657

m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657

m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000

Designed by

Ing. C. Londoño M.

-240 94 373

Discrete Appurtenance Pressures - Service Description

16:29:23 09/24/13

Client

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

0 45 90

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Wind Azimuth °

34 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Kz

qz

1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476 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 0.28 0.28 0.28 0.28 0.28 0.28 0.26 0.25 0.25 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31

GH = 1.092

CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750

CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600

Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.88 9.73

Vz

kg 2.59 1.83 0.00

OTMx

kg 0.00 6.88 9.73

OTMz

kg-m -2.59 -1.83 0.00

Torque

kg-m -171 -121 0

kg-m 70 -383 -570

-8 -5 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 9.73 6.88 0.00

Vz

kg 0.00 1.83 2.59

OTMx

kg 0.00 1.83 2.59

OTMz

kg-m -9.73 -6.88 0.00

Torque

kg-m -589 -402 50

kg-m 0 -121 -171

0 4 5

Page

Job

RISATower

35 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.82 9.64

Vz

kg 2.57 1.82 0.00

OTMx

kg 0.00 6.82 9.64

OTMz

kg-m -2.57 -1.82 0.00

Torque

kg-m -164 -116 0

kg-m 70 -365 -545

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.64 6.82 0.00

Vz

kg 0.00 1.82 2.57

OTMx

kg 0.00 1.82 2.57

OTMz

kg-m -9.64 -6.82 0.00

Torque

kg-m -564 -384 50

kg-m 0 -116 -164

0 4 5

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.74 9.53

Vz

kg 2.54 1.80 0.00

OTMx

kg 0.00 6.74 9.53

OTMz

kg-m -2.54 -1.80 0.00

Torque

kg-m -156 -110 0

kg-m 70 -343 -514

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.53 6.74 0.00

Vz

kg 0.00 1.80 2.54

OTMx

kg 0.00 1.80 2.54

OTMz

kg-m -9.53 -6.74 0.00

Torque

kg-m -533 -362 50

kg-m 0 -110 -156

0 4 5

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.68 9.44

Vz

kg 2.52 1.78 0.00

OTMx

kg 0.00 6.68 9.44

OTMz

kg-m -2.52 -1.78 0.00

Torque

kg-m -149 -105 0

kg-m 70 -326 -490

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D

Wind Azimuth ° 0 45 90

Fa

Fs

kg

Vx

kg 9.44 6.68 0.00

Vz

kg 0.00 1.78 2.52

OTMx

kg 0.00 1.78 2.52

OTMz

kg-m -9.44 -6.68 0.00

Torque

kg-m -509 -345 50

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A

kg-m 0 -105 -149

0 4 5

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. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Fa

36 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Wind Azimuth °

Page

Job

RISATower

Vx

kg 0.00 6.60 9.33

Vz

kg 2.49 1.76 0.00

OTMx

kg 0.00 6.60 9.33

OTMz

kg-m -2.49 -1.76 0.00

Designed by

Ing. C. Londoño M. Torque

kg-m -141 -100 0

16:29:23 09/24/13

kg-m 70 -305 -460

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.33 6.60 0.00

Vz

kg 0.00 1.76 2.49

OTMx

kg 0.00 1.76 2.49

OTMz

kg-m -9.33 -6.60 0.00

Torque

kg-m -479 -324 50

kg-m 0 -100 -141

0 4 5

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 0.00 6.53 9.23

Vz

kg 2.46 1.74 0.00

OTMx

kg 0.00 6.53 9.23

OTMz

kg-m -2.46 -1.74 0.00

Torque

kg-m -135 -95 0

kg-m 70 -288 -436

-7 -5 0

2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 9.23 6.53 0.00

Vz

kg 0.00 1.74 2.46

OTMx

kg 0.00 1.74 2.46

OTMz

kg-m -9.23 -6.53 0.00

Torque

kg-m -455 -307 50

kg-m 0 -95 -135

0 4 5

2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 6.04 0.00 6.04

Vz

kg 1.61 2.28 1.61

OTMx

kg -3.13 1.61 5.41

OTMz

kg-m -5.41 -1.61 3.13

Torque

kg-m -293 -135 63

kg-m 198 0 -159

-6 -9 -6

2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A

Wind Azimuth °

Fa

Fs

kg

0 45 90

Vx

kg 5.99 0.00 5.99

Vz

kg 1.60 2.26 1.60

OTMx

kg -3.11 1.60 5.36

OTMz

kg-m -5.36 -1.60 3.11

Torque

kg-m -285 -132 58

kg-m 193 3 -150

-6 -9 -6

1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 2.97 0.00

Vz

kg 0.79 1.12

OTMx

kg -1.54 0.79

OTMz

kg-m -2.66 -0.79

Torque

kg-m -139 -66

kg-m 95 3

-3 -5

Page

Job

RISATower

37 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A

Wind Azimuth ° 90

Fa

Wind Azimuth °

Fa

Fs

kg

Vx

kg 2.97

Vz

kg 0.79

OTMx

kg 2.66

OTMz

kg-m 1.54

Torque

kg-m 26

kg-m -70

-3

AT15-250 - Elevation 86 - From Leg C

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 -1096 -543 334

kg-m 313 -564 -1117

10 14 10

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 -1096 -1001 -313

kg-m -313 -1001 -1096

-10 0 10

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 -1079 -535 330

kg-m 308 -556 -1101

10 14 10

AT15-250 - Elevation 85 - From Leg D

Wind Azimuth °

Fa

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 -1079 -986 -308

kg-m -308 -986 -1079

-10 0 10

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 -1063 -526 325

kg-m 303 -548 -1084

10 14 10

AT15-250 - Elevation 84 - From Leg D

Wind Azimuth ° 0 45

Fa

Fs

kg

Vx

kg 11.68 16.52

Vz

kg 6.39 0.00

OTMx

kg 3.74 11.68

OTMz

kg-m -12.78 -11.68

Torque

kg-m -1063 -971

kg-m -303 -971

-10 0

Page

Job

RISATower

38 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:29:23 09/24/13

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

Vz

kg

11.68

6.39

OTMx

kg

OTMz

kg-m

12.78

Torque

kg-m

-3.74

-303

kg-m -1063

10

AT15-250 - Elevation 83 - From Leg C

Fs

kg

Vx

kg

0 45 90

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

Torque

kg-m

-12.74 -6.37 3.73

-1047 -518 320

kg-m 299 -540 -1068

10 14 10

AT15-250 - Elevation 83 - From Leg D

Wind Azimuth °

Fa

Fs

kg

Vx

kg

0 45 90

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

Torque

kg-m

-12.74 -11.64 -3.73

-1047 -956 -299

kg-m -299 -956 -1047

-10 0 10

Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -187.93 -127.39 7.78

kg-m

kg-m

kg-m

-7.78 127.39 187.93

-13332 -9139 535

904 -8770 -12963

-60 23 93

Dish Pressures - No Ice Elevation m

Dish Description

Aiming Azimuth ° 225.0000 Sum Weight:

19.0000 8 FT DISH

Weight kg 113.85 113.85

Offsetx m

Offsetz m

-4.7066

Kz

4.7066

AA m2

1.199

qz kPa

4.6730

0.82

Dish Vectors - No Ice Wind Azimuth ° 0 45 90

CA 0.004260 0.004260 0.004260

CS 0.000000 0.000000 0.000000

CM 0.000000 0.000000 0.000000

8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx kg 707.43 707.43 707.43

kg

kg 0.00 0.00 0.00

kg 0.00 0.00 0.00

0.00 500.23 707.43

Vz kg -707.43 -500.23 0.00

OTMx

OTMz

kg-m -12905 -8969 536

kg-m 536 -8969 -12905

Torque kg-m -3330 0 3330

Page

Job

RISATower

39 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:29:23 09/24/13

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.

Dish Totals - No Ice Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

OTMz

Torque

kg

kg -707.43 -500.23 0.00

kg-m

kg-m

kg-m

0.00 500.23 707.43

-12905 -8969 536

536 -8969 -12905

-3330 0 3330

Dish Pressures - Service Elevation m

Dish Description

Aiming Azimuth ° 225.0000 Sum Weight:

19.0000 8 FT DISH

Weight kg

Offsetx m

113.85 113.85

Offsetz m

-4.7066

Kz

4.7066

AA m2

1.199

qz kPa

4.6730

0.20

Dish Vectors - Service Wind Azimuth ° 0 45 90

CA

CS

0.004260 0.004260 0.004260

8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx

CM

0.000000 0.000000 0.000000

0.000000 0.000000 0.000000

kg 176.86 176.86 176.86

kg

kg 0.00 0.00 0.00

Vz

kg 0.00 0.00 0.00

0.00 125.06 176.86

kg -176.86 -125.06 0.00

OTMx

OTMz

kg-m -2824 -1840 536

kg-m

Torque

536 -1840 -2824

kg-m -832 0 832

Dish Totals - Service Wind Azimuth ° 0 45 90

Vx

Vz

OTMx

kg

kg -176.86 -125.06 0.00

kg-m

0.00 125.06 176.86

OTMz

Torque

kg-m -2824 -1840 536

kg-m 536 -1840 -2824

-832 0 832

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

kg-m 0 0 0

0 0 0

Page

Job

RISATower

40 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

16:29:23 09/24/13

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.

User Load Totals - No Ice Wind Azimuth °

Vx

Vz

kg

0 45 90

OTMx

kg 0.00 0.00 0.00

OTMz

kg-m

Torque

kg-m

0.00 0.00 0.00

kg-m

0 0 0

0 0 0

0 0 0

User Load Vectors - Service CxMANTENIMIENTO - Elevation 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

Torque

kg-m

0.00 0.00 0.00

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

Vertical Forces kg

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

Sum of Forces X kg

Sum of Forces Z kg

Sum of Torques

kg-m

0.00 29561.90 29561.90 355.13 31560.34 -31.11 15836.80 20490.98

-20490.98 -15836.80 31.11

-3569 7142 12867

-7.78 3959.20 5122.75

-5122.75 -3959.20 7.78

-892 1785 3217

31560.34

0 0 0

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS 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.

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

Maximum Member Forces Section No.

Elevation m

Component Type

Condition

T1

86 - 83

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

Diagonal

Top Girt

T2

83 - 80

Leg

Diagonal

Top Girt

T3

80 - 76

41 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Leg

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

Force kg 436.81 -674.92 421.64 421.64 -60.33 60.08 281.05 -294.19 192.58 -53.69 -2.45 7.29 11.28 -11.50 1.35 -8.49 2.72 -0.00 908.30 -1077.24 -1077.24 -1077.24 -64.19 74.48 179.30 -298.38 -7.44 -108.44 6.33 6.78 67.91 -92.72 67.91 -92.72 2.40 -1.28 1163.64 -1342.68

Major Axis Moment kg-m -1 0 12 12 -3 1 0 0 1 0 1 0 0 0 -1 0 0 0 41 -41 -41 -41 -6 6 0 0 3 3 3 0 0 0 -1 0 0 0 41 -72

Minor Axis Moment kg-m -1 0 12 12 -1 3 0 0 -5 -5 -5 -5 0 0 0 0 0 0 41 -41 -41 -41 -6 6 0 0 -4 -5 -4 0 0 0 0 0 0 0 41 -66

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Diagonal

Top Girt

T4

76 - 72

Leg

Diagonal

Top Girt

T5

72 - 68

Leg

Diagonal

Top Girt

T6

68 - 64

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

42 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -1064.87 490.93 144.63 -144.67 698.36 -791.84 576.25 231.01 21.37 -0.44 540.93 -307.90 124.88 442.29 33.66 -0.00 2457.03 -2746.75 -2116.34 1193.55 -130.26 130.26 1191.71 -1368.78 1048.29 213.53 21.67 -0.39 686.42 -354.84 173.42 569.15 33.66 -0.00 4421.73 -4667.45 -3504.07 2265.37 132.13 -132.07 1773.66 -2121.91 1698.73 0.57 22.04 0.28 1404.47 -862.93 279.78 1154.84 33.66 -0.00 7405.67 -8527.89 7379.28 -1854.77 131.99 126.98 2085.50 -1945.63 563.77

Major Axis Moment kg-m -99 -10 -99 -10 0 0 13 13 13 0 0 0 -35 0 0 0 66 -72 -99 -11 -99 -11 0 0 14 13 14 0 0 0 -35 0 0 0 60 -65 -90 -6 -90 -6 0 0 15 15 15 0 0 0 -35 0 0 0 -94 94 -173 -1 -173 -1 0 0 14

Minor Axis Moment kg-m 11 99 11 99 0 0 -1 -1 1 0 0 0 0 0 0 0 73 -66 11 99 11 99 0 0 -1 -1 1 0 0 0 0 0 0 0 65 -60 5 90 5 90 0 0 0 -1 0 0 0 0 0 0 0 0 -4 -4 -5 -131 -5 -131 0 0 0

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Component Type

Top Girt

T7

64 - 60

Leg

Diagonal

Top Girt

Guy A

Guy B

Guy C

Guy D

T8

60 - 56

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

43 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

16:29:23 09/24/13

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 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

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

Force kg -1742.60 -21.78 0.29 1486.54 -1166.98 194.32 1192.59 33.66 -0.00 6194.95 -11860.60 6194.95 -3643.71 -131.98 127.26 1419.70 -2208.89 45.05 -734.69 -21.98 -0.39 1726.59 0.00 863.44 1613.79 33.66 -0.00 3964.13 4041.17 3549.95 1930.55 42.83 -3419.32 2004.88 55.06 1811.52 1888.89 1656.59 907.53 0.01 -1567.80 907.53 0.01 3954.47 4031.50 3541.55 1925.78 42.79 -3410.92 2000.11 55.09 5053.75 5130.79 4503.66 2458.06 0.07 -4359.89 2555.73 0.07 8850.39 -15056.40

Major Axis Moment kg-m 12 14 0 0 0 -35 0 0 0 -173 120 -173 12 -173 12 0 0 15 11 15 0 0 0 -35 0 0 0

Minor Axis Moment kg-m -1 0 0 0 0 0 0 0 0 -5 -5 -5 -133 -5 -133 0 0 0 -1 0 0 0 0 0 0 0 0

-108 125

-6 -5

Designed by

Ing. C. Londoño M.

Project

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

Component Type

Diagonal

Top Girt

T9

56 - 52

Leg

Diagonal

Top Girt

T10

52 - 48

Leg

Diagonal

Top Girt

T11

48 - 44

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

44 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg 8779.25 -3582.73 137.27 138.71 1665.06 -2717.64 -8.28 -2447.24 -22.18 -0.42 1892.21 -748.89 505.05 1620.08 33.66 -0.00 11808.87 -18847.60 11808.87 -3646.33 -120.10 129.72 2162.16 -3272.75 -85.16 -2963.73 -22.49 0.47 2373.83 -1016.66 600.46 2024.47 33.66 -0.00 15618.64 -23654.98 -23643.91 -3812.93 -125.38 -133.18 2520.37 -3529.15 90.91 -3176.04 -22.61 0.49 2649.75 -1311.85 598.69 2238.17 33.66 -0.00 20086.73 -28986.51 -28986.51 -3961.71 134.28 173.85 2827.91 -3799.68 215.48

Major Axis Moment kg-m -157 0 -157 0 0 0 15 12 15 0 0 0 -35 0 0 0 -157 147 -157 0 -157 0 0 0 16 12 16 0 0 0 -35 0 0 0 -143 142 202 0 202 0 0 0 17 12 17 0 0 0 -35 0 0 0 -185 202 202 -11 202 -11 0 0 17

Minor Axis Moment kg-m -6 -151 -6 -151 0 0 0 -1 0 0 0 0 0 0 0 0 -6 -6 -6 -171 -6 -171 0 0 0 -1 0 0 0 0 0 0 0 0 -7 -7 -6 -171 -6 -171 0 0 0 -1 0 0 0 0 0 0 0 0 -6 -6 -6 -325 -6 -325 0 0 0

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

Component Type

Top Girt

T12

44 - 40

Leg

Diagonal

Top Girt

T13

40 - 36.5

Leg

Diagonal

Top Girt

Inner Bracing

T14

36.5 - 32.5

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

45 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -1282.14 -22.84 -0.53 2787.67 -1528.44 569.11 614.08 33.66 -0.00 22940.35 -31416.61 -31416.61 -3491.57 -191.61 -205.00 4794.48 -6760.13 -2203.91 -6234.16 46.84 -1.61 4987.20 -3108.06 850.88 914.02 33.66 -0.00 29173.85 -40892.55 -40872.22 -4979.43 173.43 196.71 481.37 -680.54 -175.32 266.68 22.10 -3.67 1579.99 -1091.43 1198.86 1198.86 -28.05 -2.44 60.61 -82.30 -10.53 -82.30 20.08 0.08 29363.47 -41237.38 29342.71 -5459.76 -130.77 -172.86 841.69 -1070.34 199.30 245.68

Major Axis Moment kg-m 11 17 0 0 0 -35 0 0 0 -141 426 426 -11 426 -11 0 0 -38 -25 -38 0 0 0 -35 0 0 0 -190 186 426 3 426 3 0 0 -24 0 0 0 24 -1 24 24 24 24 0 0 -15 0 0 0 -142 146 -190 3 -190 3 0 0 -31 0

Minor Axis Moment kg-m -1 0 0 0 0 0 0 0 0 -11 4 4 -325 4 -325 0 0 2 4 2 0 0 0 0 0 0 0 -8 -8 4 -279 4 -279 0 0 0 4 0 0 -2 0 -2 -2 -2 -2 0 0 0 0 0 0 -7 -7 -8 -279 -8 -279 0 0 0 5

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

Component Type

Horizontal

Inner Bracing

T15

32.5 - 29

Leg

Diagonal

Horizontal

Inner Bracing

T16

29 - 25

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

46 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Horizontal

Inner Bracing

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy 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 4 3 4 4 4 4 4 3 3 1 3 1 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1

Force kg 25.46 -4.19 551.02 -502.90 -223.88 -223.88 29.56 -2.65 27.95 -52.24 -12.17 27.95 23.18 -0.08 29917.04 -42188.67 -42167.77 -5924.84 131.87 165.46 872.15 -1147.49 338.42 161.99 28.38 -4.01 687.85 -609.69 -99.84 -99.84 -36.49 -3.19 7.20 -34.00 -13.37 7.07 26.72 -0.07 30461.87 -43299.74 -43299.74 -6327.26 -182.64 -211.77 1187.75 -1493.83 636.82 157.96 31.74 -4.53 908.71 -801.41 -189.27 -189.27 -39.90 -3.46 3.60 -33.49 -14.99 3.27 29.82

Major Axis Moment kg-m 0 0 6 14 25 25 25 25 0 0 -20 0 0 0 -121 99 146 -8 146 -8 0 0 -33 0 0 0 20 20 31 31 31 31 0 0 -26 0 0 0 -270 308 308 -8 308 -8 0 0 -42 0 0 0 25 25 36 36 36 36 0 0 -33 0 0

Minor Axis Moment kg-m 0 0 -1 -1 -2 -2 -2 -2 0 0 0 0 0 0 -8 -7 -7 -240 -7 -240 0 0 0 5 0 0 -2 -2 -2 -2 -2 -2 0 0 0 0 0 0 2 2 2 -240 2 -240 0 0 0 6 0 0 -2 -2 -3 -3 -3 -3 0 0 0 0 0

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

T17

25 - 21

Client

Component Type

Leg

Diagonal

Horizontal

Inner Bracing

T18

21 - 17

Leg

Diagonal

Horizontal

Inner Bracing

T19

17 - 13

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

47 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Condition

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

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

Force kg -0.07 31789.14 -45542.46 -45495.35 -6866.50 178.49 221.56 1064.01 -1427.35 -1354.53 75.70 37.09 -8.12 1419.49 -2165.17 -1919.03 -1919.03 -42.46 -6.88 0.00 -44.89 -27.89 -9.87 -33.37 0.07 30209.98 -44842.42 -44842.42 -7321.74 -267.35 -262.67 398.48 -855.29 -782.47 76.25 42.69 -8.76 519.00 -378.59 -231.04 -231.04 -48.11 -7.50 0.00 -40.25 -32.28 -24.10 42.85 -0.08 29332.67 -44917.72 -44860.21 -7869.60 259.26 179.36 348.69 -902.13 348.69 66.39 48.29 -9.43

Major Axis Moment kg-m 0 -150 122 308 -11 308 -11 0 0 -54 0 0 0 0 0 38 38 38 38 0 0 -41 0 0 0 -256 280 280 -11 280 -11 0 0 -66 0 0 0 0 0 45 45 45 45 0 0 -62 0 0 0 41 -132 280 -40 280 -40 0 0 -81 0 0 0

Minor Axis Moment kg-m 0 -8 -8 2 -271 2 -271 0 0 0 12 0 0 0 0 -7 -7 -7 -7 0 0 0 0 0 0 -6 -5 -5 -271 -5 -271 0 0 0 14 0 0 0 0 -7 -7 -7 -7 0 0 0 0 0 0 -4 -4 -5 -213 -5 -213 0 0 0 16 0 0

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Project

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

Client

13 - 9

Condition

Horizontal

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

Leg

Diagonal

Horizontal

Inner Bracing

T21

9-0

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Inner Bracing

T20

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Elevation m

48 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Leg

Diagonal

Horizontal

Inner Bracing

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

Force kg 594.64 -344.85 -71.63 -71.63 -54.51 -8.43 0.00 -42.46 -36.21 -30.08 49.34 -0.08 29041.37 -45721.71 -45721.71 -8425.91 -375.41 -180.76 417.21 -1078.64 149.05 149.05 53.88 -10.14 724.61 -453.41 253.65 -244.03 -62.02 -9.58 0.00 -51.96 -40.26 -28.42 55.82 -0.08 31148.63 -50614.11 -50431.48 -9791.67 295.47 -274.42 5102.41 -6198.73 3918.32 -795.99 -161.69 -80.02 4806.85 -7698.41 -5339.59 -5915.79 -66.43 -23.12 0.00 -196.72 -182.65 -164.29 62.31 -0.06

Major Axis Moment kg-m 51 51 56 56 56 56 0 0 -83 0 0 0 -683 761 761 -40 761 -40 0 0 -97 0 0 0 67 67 74 74 74 74 0 0 -106 0 0 0 0 0 761 30 761 30 0 0 531 0 0 0 0 0 89 89 89 89 0 0 -132 0 0 0

Minor Axis Moment kg-m -8 -8 -8 -8 -8 -8 0 0 0 0 0 0 -11 -10 -10 -213 -10 -213 0 0 0 18 0 0 -10 -10 -11 -11 -11 -11 0 0 0 0 0 0 1 1 -10 575 -10 -157 0 0 0 263 0 0 0 0 -33 -33 -33 -33 0 0 0 0 0 0

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

RISATower I. P. DOLMEN S.A.

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Maximum Reactions Location

Condition

Leg D

Leg C

Leg B

Leg A

Guy D @ 39 m Elev 0 m Azimuth 225 deg

Guy C @ 39 m Elev 0 m Azimuth 135 deg

Guy B @ 39 m Elev 0 m Azimuth 45 deg

Guy A @ 39 m Elev 0 m Azimuth -45 deg

49 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

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

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

9545.49 9545.49 -21151.64 -21151.64 -21151.64 9545.49 30032.36 -9938.11 -9938.11 -9938.11 30032.36 30032.36 41174.93 9349.79 41174.93 9349.79 41174.93 9349.79 29912.48 29912.48 29912.48 -10055.28 -10055.28 -10055.28 -1547.31

3314.54 3314.54 -5489.45 -5489.45 -5489.45 3314.54 -8346.90 3329.66 3329.66 3329.66 -8346.90 -8346.90 -12285.57 -3272.23 -12285.57 -3272.23 -12285.57 -3272.23 10195.02 10195.02 10195.02 -1020.54 -1020.54 -1020.54 -633.54

-3297.77 -3297.77 5310.06 5310.06 5310.06 -3297.77 -10083.09 1133.68 1133.68 1133.68 -10083.09 -10083.09 12499.13 3289.00 12499.13 3289.00 12499.13 3289.00 8203.29 8203.29 8203.29 -3472.33 -3472.33 -3472.33 633.53

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

1 3 3 3 1 4

-1547.31 -4359.89 -4359.89 -4359.89 -1547.31 -784.05

-633.54 -1807.22 -1807.22 -1807.22 -633.54 259.28

633.53 1807.12 1807.12 1807.12 633.53 329.63

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

2 2 2 4 4 3

-3410.92 -3410.92 -3410.92 -784.05 -784.05 -393.75

1375.33 1375.33 1375.33 259.28 259.28 128.92

1453.25 1453.25 1453.25 329.63 329.63 -128.92

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

1 3 1 3 1 2

-1567.80 -393.75 -1567.80 -393.75 -1567.80 -786.62

641.71 128.92 641.71 128.92 641.71 -330.65

-641.72 -128.92 -641.72 -128.92 -641.72 -260.30

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

2 2 4 4

-786.62 -786.62 -3419.32 -3419.32

-330.65 -330.65 -1456.60 -1456.60

-260.30 -260.30 -1378.74 -1378.74

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Page

Job

RISATower

Project

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

Condition

Min. H z

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Location

50 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Gov. Load Comb. 4

Vertical kg

Horizontal, X kg

Horizontal, Z kg

-3419.32

-1456.60

-1378.74

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Tower Mast Reaction Summary Load Combination

Vertical

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

Shearx

Shearz -11.32 -18596.83

Overturning Moment, Mx kg-m 2775 -719237

Overturning Moment, Mz kg-m 767 2059

kg 37790.56 39949.07

kg

kg 5.13 -26.13

40122.27

Torque

14390.69

-14395.93

-563004

-565107

7121

39954.96

18592.41

21.64

4208

-721378

12834

37843.93

-2.20

-4513.85

-167601

1059

-892

37836.60

3472.90

-3478.99

-129630

-131654

1780

37843.99

4507.70

-3.96

3078

-169619

3211

kg-m 0 -3569

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

PX kg -0.00 -31.11 16183.67 20978.10 -7.78 4045.92 5244.52

Sum of Applied Forces PY kg -31560.34 -31560.34 -31560.34 -31560.34 -31560.34 -31560.34 -31560.34

PZ kg 0.00 -20978.10 -16183.67 31.11 -5244.52 -4045.92 7.78

PX kg -0.01 31.11 -16183.27 -20977.81 7.78 -4045.76 -5244.41

Sum of Reactions PY kg 31560.34 31560.34 31560.34 31560.34 31560.34 31560.34 31560.34

PZ kg 0.02 20977.81 16183.28 -31.11 5244.41 4045.76 -7.78

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

Converged? Yes Yes Yes Yes Yes Yes Yes

Number of Cycles 6 12 12 12 10 9 10

Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001

Force Tolerance 0.00000001 0.00008296 0.00014681 0.00008319 0.00007762 0.00012161 0.00007826

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

Page

Job

RISATower

51 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21

Elevation m 86 - 83 83 - 80 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0

Horz. Deflection mm 75.11 70.24 65.51 59.25 53.07 47.07 41.28 35.74 30.40 25.33 20.56 16.18 12.33 9.74 7.30 5.44 3.60 2.28 1.17 0.23 0.52

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

Tilt

Twist

° 0.0927 0.0918 0.0895 0.0885 0.0863 0.0825 0.0795 0.0767 0.0731 0.0685 0.0635 0.0571 0.0500 0.0420 0.0340 0.0295 0.0249 0.0199 0.0160 0.0128 0.0102

° 0.0076 0.0066 0.0060 0.0060 0.0059 0.0057 0.0056 0.0054 0.0051 0.0048 0.0044 0.0040 0.0038 0.0031 0.0025 0.0021 0.0017 0.0014 0.0011 0.0007 0.0004

Critical Deflections and Radius of Curvature - Service Wind Elevation

Appurtenance

m 86.0000 85.0000 84.0000 83.0000 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500

AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m

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

Deflection

Tilt

Twist

mm 75.11 73.48 71.85 70.24 65.51 54.60 52.14 49.71 48.55 47.32 45.97 44.95 43.43 42.71 42.63 41.28 40.93 40.35 40.05 38.49 38.10 37.45 37.11 36.08 35.89 34.90 34.73

° 0.0927 0.0926 0.0923 0.0918 0.0895 0.0871 0.0858 0.0842 0.0835 0.0827 0.0819 0.0813 0.0805 0.0802 0.0802 0.0795 0.0794 0.0791 0.0789 0.0782 0.0780 0.0777 0.0775 0.0769 0.0768 0.0762 0.0761

° 0.0076 0.0073 0.0069 0.0066 0.0060 0.0059 0.0059 0.0058 0.0058 0.0058 0.0057 0.0057 0.0057 0.0056 0.0056 0.0056 0.0056 0.0056 0.0055 0.0055 0.0055 0.0055 0.0054 0.0054 0.0054 0.0053 0.0053

Radius of Curvature m 73113 73113 56313 45037 Inf 93556 79313 79532 79917 79026 74886 70676 64835 62511 62292 60667 61132 62762 63923 72831 75508 80508 83235 89398 89826 86849 85698

Page

Job

RISATower

52 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25. Client

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

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation

Appurtenance

m 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000

2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH

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

Deflection

Tilt

Twist

mm 33.72 32.38 31.72 31.39 31.06 28.78 26.57 14.16 13.92 13.68 12.77 11.92 11.72 11.52 1.73

° 0.0755 0.0746 0.0741 0.0739 0.0736 0.0717 0.0697 0.0538 0.0534 0.0529 0.0511 0.0490 0.0484 0.0479 0.0178

° 0.0053 0.0052 0.0052 0.0052 0.0052 0.0050 0.0049 0.0039 0.0039 0.0039 0.0038 0.0037 0.0037 0.0036 0.0012

16:29:23 09/24/13 Designed by

Ing. C. Londoño M. Radius of Curvature m 77651 68275 64443 62774 61290 55867 53329 19974 18874 17889 15214 15281 15766 16416 364123

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

Elevation

Horz. Deflection mm 335.57 313.83 292.73 264.80 237.21 210.36 184.37 159.34 135.24 112.36 90.95 71.27 54.06 42.53 31.74 23.50 15.43 9.63 4.81 0.79 2.43

m 86 - 83 83 - 80 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0

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

Tilt

Twist

° 0.4147 0.4104 0.3992 0.3951 0.3863 0.3709 0.3588 0.3462 0.3296 0.3084 0.2852 0.2562 0.2242 0.1878 0.1515 0.1313 0.1106 0.0884 0.0709 0.0564 0.0448

° 0.0305 0.0265 0.0241 0.0238 0.0234 0.0230 0.0223 0.0215 0.0205 0.0192 0.0177 0.0160 0.0151 0.0125 0.0101 0.0085 0.0069 0.0056 0.0042 0.0027 0.0014

Critical Deflections and Radius of Curvature - Design Wind Elevation

Appurtenance

m 86.0000 85.0000 84.0000 83.0000

AT15-250 AT15-250 AT15-250 AT15-250

Gov. Load Comb. 3 3 3 3

Deflection

Tilt

Twist

mm 335.57 328.27 321.02 313.83

° 0.4147 0.4140 0.4128 0.4104

° 0.0305 0.0291 0.0277 0.0265

Radius of Curvature m 18315 18315 14105 11265

RISATower I. P. DOLMEN S.A.

53 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

Page

Job

16:29:23 09/24/13

Client

Designed by

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation

Appurtenance

m 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000

CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 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 3 3 3 3 3 3 3 3 3 3 3 3

Deflection

Tilt

Twist

mm 292.73 244.05 233.05 222.19 216.99 211.46 205.41 200.86 194.00 190.78 190.42 184.37 182.78 180.13 178.81 171.74 170.00 167.06 165.51 160.88 160.03 155.51 154.75 150.18 144.15 141.16 139.68 138.19 127.95 117.95 62.21 61.13 60.07 55.99 52.22 51.32 50.45 7.25

° 0.3992 0.3894 0.3841 0.3778 0.3747 0.3715 0.3683 0.3661 0.3630 0.3616 0.3614 0.3588 0.3580 0.3568 0.3562 0.3528 0.3520 0.3505 0.3496 0.3471 0.3466 0.3440 0.3435 0.3406 0.3365 0.3343 0.3332 0.3320 0.3233 0.3139 0.2412 0.2392 0.2372 0.2287 0.2193 0.2168 0.2143 0.0791

° 0.0241 0.0236 0.0234 0.0232 0.0231 0.0230 0.0228 0.0227 0.0226 0.0225 0.0225 0.0223 0.0223 0.0222 0.0221 0.0219 0.0219 0.0218 0.0217 0.0215 0.0215 0.0213 0.0213 0.0211 0.0209 0.0207 0.0207 0.0206 0.0201 0.0195 0.0157 0.0156 0.0156 0.0153 0.0148 0.0147 0.0145 0.0049

Ing. C. Londoño M. Radius of Curvature m 192024 23066 19626 19338 19264 19018 18335 17662 16687 16280 16241 15890 15935 16136 16284 17369 17669 18200 18464 18865 18831 17972 17746 16272 14547 13824 13504 13217 12087 11486 4367 4120 3900 3305 3319 3426 3569 76034

Bolt Design Data Section No.

Elevation

Component Type

Bolt Grade

Leg

A394T0

16

6

Maximum Load per Bolt kg 20.19

Diagonal

A394T0

16

1

281.05

2774.71

Top Girt

A394T0

16

1

11.28

2774.71

Leg

A394T0

16

6

296.74

5536.87

Diagonal

A394T0

16

1

298.38

3699.61

Top Girt

A394T0

16

1

92.72

3699.61

Leg

A394T0

19

6

447.56

9950.69

m T1

T2

T3

86

83

80

Bolt Size mm

Number Of Bolts

Allowable Load kg 5536.87

Ratio Load Allowable 0.004 0.101 0.004 0.054 0.081 0.025 0.045

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

RISATower I. P. DOLMEN S.A.

Section No.

Elevation

Component Type

Project

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13 T14

T15

T16

76

72

68

64

60

56

52

48

44

40 36.5

32.5

29

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO. Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Bolt Grade

m Diagonal

54 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

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

Page

Job

A394T0

Bolt Size mm

Number Of Bolts

16

2

Maximum Load per Bolt kg 395.92

Allowable Load kg 7399.23

Top Girt

A394T0

16

2

270.47

7399.23

Leg

A394T0

19

6

915.58

9950.69

Diagonal

A394T0

16

2

684.39

7399.23

Top Girt

A394T0

16

2

343.21

7399.23

Leg

A394T0

19

8

1166.86

9950.69

Diagonal

A394T0

16

2

1060.95

7399.23

Top Girt

A394T0

16

2

702.24

7399.23

Leg

A394T0

19

8

2131.97

9979.03

Diagonal

A394T0

16

2

1042.75

7399.23

Top Girt

A394T0

16

2

743.27

7399.23

Leg

A394T0

19

8

2965.15

9979.03

Diagonal

A394T0

16

2

1104.44

7399.23

Top Girt

A394T0

16

2

863.30

7399.23

Leg

A394T0

19

8

3764.10

9979.03

Diagonal

A394T0

16

2

1358.82

7399.23

Top Girt

A394T0

16

2

946.11

7399.23

Leg

A394T0

19

8

4711.92

9979.03

Diagonal

A394T0

16

2

1636.38

7399.23

Top Girt

A394T0

16

2

1186.92

7399.23

Leg

A394T0

19

8

5913.76

9979.03

Diagonal

A394T0

16

2

1764.57

7399.23

Top Girt

A394T0

16

2

1324.88

7399.23

Leg

A394T0

19

8

7246.64

9979.03

Diagonal

A394T0

16

2

1899.84

7399.23

Top Girt

A394T0

16

2

1393.84

7399.23

Leg

A394T0

19

6

10472.23

9979.03

Diagonal

A394T0

16

2

3380.07

14798.46

Top Girt

A394T0

16

2

2493.60

7399.23

Leg

A394T0

19

8

10223.16

9979.03

Diagonal

A394T0

16

3

226.85

6166.05

Leg

A394T0

19

12

6872.88

9979.03

Diagonal

A394T0

16

3

356.78

6166.05

Horizontal

A394T0

16

3

183.67

7399.23

Leg

A394T0

19

12

7031.45

9979.03

Diagonal

A394T0

16

3

382.50

6166.05

Horizontal

A394T0

16

3

229.28

6166.05

Leg

A394T0

19

8

10824.94

9979.03

Diagonal

A394T0

16

3

497.94

6166.05

Horizontal

A394T0

16

3

302.90

6166.05

Ratio Load Allowable 0.054 0.037 0.092 0.092 0.046 0.117 0.143 0.095 0.214 0.141 0.100 0.297 0.149 0.117 0.377 0.184 0.128 0.472 0.221 0.160 0.593 0.238 0.179 0.726 0.257 0.188 1.049 0.228 0.337 1.024 0.037 0.689 0.058 0.025 0.705 0.062 0.037 1.085 0.081 0.049

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bearing

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

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

Page

Job

RISATower

Project

I. P. DOLMEN S.A.

Client

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

Elevation

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

Calle 101 No. 70 G - 25.

Section No.

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Component Type

Bolt Grade

Leg

A394T0

19

8

Maximum Load per Bolt kg 11385.63

m T17

T18

T19

T20

T21

25

21

17

13

9

55 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Bolt Size mm

Number Of Bolts

Allowable Load kg 9979.03

Diagonal

A394T0

16

3

475.78

6166.05

Horizontal

A394T0

16

3

721.72

6166.05

Leg

A394T0

19

12

7473.75

9979.03

Diagonal

A394T0

16

3

285.10

6166.05

Horizontal

A394T0

16

3

173.00

6166.05

Leg

A394T0

19

16

5614.70

9979.03

Diagonal

A394T0

16

3

300.71

6166.05

Horizontal

A394T0

16

3

198.21

6166.05

Leg

A394T0

19

10

9144.33

9979.03

Diagonal

A394T0

16

3

359.55

6166.05

Horizontal

A394T0

16

3

241.54

6166.05

Leg

A394T0

19

10

10122.82

9979.03

Diagonal

A394T0

16

3

2066.24

14798.46

Horizontal

A394T0

16

3

2566.14

6166.05

Ratio Load Allowable 1.141 0.077 0.117 0.749 0.046 0.028 0.563 0.049 0.032 0.916 0.058 0.039 1.014 0.140 0.416

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Allowable Ratio

Criteria

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

1.333

Bolt SS

1.333

Member Bearing

1.333

Member Bearing

Guy Design Data Section No. T7

Elevation m 64.0000 (A) (400) 64.0000 (B) (399) 64.0000 (C) (398) 64.0000 (D) (397)

Size

Breaking Load kg 19232.32

Actual T kg 4041.16

Allowable Ta kg 9616.16

Required S.F.

16 EHS

Initial Tension kg 1923.23

16 EHS

1923.23

19232.32

1888.89

9616.16

2.000

16 EHS

1923.23

19232.32

4031.50

9616.16

2.000

16 EHS

1923.23

19232.32

5130.77

9616.16

2.000

2.000

Actual S.F. 4.759 10.182 4.771 3.748

Compression Checks Leg Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 86 - 83

L64x64x6

m 3.0000

m 1.0000

T2

83 - 80

L64x64x6

3.7577

1.8788

Kl/r

80.2 K=1.00 150.7

Fa

A mm2 768

Actual P kg -669.11

Allow. Pa kg 10242.62

Ratio P Pa 0.065

kPa 130833 45365

768

-1077.24

3551.57

0.303

RISATower

Elevation

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

56 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Section No.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=1.00 T3

80 - 76

KL/R > 150 (C) - 35 L64x64x10

T4

76 - 72

KL/R > 150 (C) - 59 L64x64x10

4.0000

4.0000

161.7 K=0.50

39385

1116

-2746.75

4482.58

0.613

T5

72 - 68

KL/R > 150 (C) - 75 L64x64x10

4.0000

4.0000

161.7 K=0.50

39385

1116

-4667.47

4482.58

1.041

T6

68 - 64

KL/R > 150 (C) - 91 L64x10+L76x10

4.0000

4.0000

161.7 K=0.50

39385

2477

-8527.90

9949.78

0.857

T7

64 - 60

KL/R > 150 (C) - 107 L76x10+L76x10

4.0000

4.0000

134.1 K=0.50

57221

2723

-11860.58

15885.94

0.747

T8

60 - 56

L76x10+L76x10

4.0000

4.0000

134.1 K=0.50

57221

2723

-15056.41

15885.94

0.948

T9

56 - 52

L76x10+L76x10

4.0000

4.0000

134.1 K=0.50

57221

2723

-18847.59

15885.94

1.186

T10

52 - 48

L102x10+L76x10

4.0000

4.0000

99.9 K=0.50

101516

3206

-23654.99

33192.31

0.713

T11

48 - 44

L102x10+L76x10

4.0000

4.0000

99.9 K=0.50

101516

3206

-28986.51

33192.31

0.873

T12

44 - 40

L102x10+L76x10

4.0000

4.0000

99.9 K=0.50

101516

3206

-31416.63

33192.31

0.947

T13

40 - 36.5

L102x10+L76x10

3.5300

3.5300

88.2 K=0.50

119461

3206

-40892.54

39059.94

1.047

T14

36.5 - 32.5

L102x10+L76x10

4.0342

4.0342

100.8 K=0.50

100150

3206

-41237.36

32745.75

1.259

T15

32.5 - 29

L127x13+L76x10

3.5300

3.5300

70.7 K=0.50

143478

4426

-42188.68

64752.60

0.652

T16

29 - 25

L127x13+L76x10

4.0342

4.0342

80.8 K=0.50

129999

4426

-43299.76

58669.47

0.738

T17

25 - 21

L127x13+L76x10

4.0957

4.0957

82.0 K=0.50

128282

4426

-45542.50

57894.73

0.787

T18

21 - 17

L127x13+L76x10

4.0957

4.0957

82.0 K=0.50

128282

4426

-44842.43

57894.73

0.775

T19

17 - 13

L127x13+L76x10

4.0957

4.0957

82.0 K=0.50

128282

4426

-44917.72

57894.73

0.776

T20

13 - 9

L127x13+L76x10

4.0957

4.0957

82.0 K=0.50

128282

4426

-45721.67

57894.73

0.790

T21

9-0

L127x13+L76x10

9.9925

9.9925

100.1 K=0.25

101312

4426

-50614.12

45722.58

1.107

Allow. Pa kg

Ratio P Pa

4.0000

4.0000

161.7 K=0.50

39385

1116

-1342.68

4482.58

0.300

Diagonal Design Data (Compression) Section No.

Elevation m

Size

L

Lu

m

m

Kl/r

Fa

A

kPa

mm2

Actual P kg

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

Elevation

57 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

T1

m 86 - 83

L51x51x5

m 1.4142

m 0.6622

T2

83 - 80

L51x51x5

2.4759

1.7536

T3

80 - 76

L76x76x10

5.8000

T4

76 - 72

L76x76x10

T5

72 - 68

T6

Kl/r

Fa

A

kPa 115985

175.2 K=1.00

2.8562

5.8000

L76x76x10

68 - 64

T7

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

mm2 461

Actual P kg -294.19

Allow. Pa kg 5455.77

Ratio P Pa 0.054

33533

461

-298.38

1577.35

0.189

191.6 K=1.00

28058

1361

-791.84

3894.75

0.203

2.8562

191.6 K=1.00

28058

1361

-1368.78

3894.75

0.351

5.8000

2.8562

191.6 K=1.00

28058

1361

-2121.91

3894.75

0.545

L76x76x10

5.8000

2.8562

191.6 K=1.00

28058

1361

-1945.64

3894.75

0.500

64 - 60

L76x76x10

5.8000

2.8475

191.0 K=1.00

28228

1361

-2208.89

3918.40

0.564

T8

60 - 56

L76x76x10

5.8000

2.8475

191.0 K=1.00

28228

1361

-2717.64

3918.40

0.694

T9

56 - 52

L76x76x10

5.8000

2.8475

191.0 K=1.00

28228

1361

-3272.76

3918.40

0.835

T10

52 - 48

L76x76x10

5.8000

2.8475

191.0 K=1.00

28228

1361

-3529.15

3918.40

0.901

T11

48 - 44

L76x76x10

5.8000

2.8296

189.8 K=1.00

28587

1361

-3799.68

3968.28

0.958

T12

44 - 40

2L76x76x10

5.8000

2.8296

122.0 K=1.00

68890

2723

-6760.12

19125.77

0.353

T13

40 - 36.5

L102x102x8

4.2701

4.1810

132.7 K=1.00

58427

1548

-680.53

9225.07

0.074

T14

36.5 - 32.5

L102x102x8

4.8938

4.8053

152.6 K=1.00

44233

1548

-1070.34

6983.96

0.153

T15

32.5 - 29

L102x102x8

4.6996

4.6045

146.2 K=1.00

48175

1548

-1147.49

7606.38

0.151

T16

29 - 25

L102x102x8

5.3214

5.2251

165.9 K=1.00

37410

1548

-1493.83

5906.73

0.253

T17

25 - 21

L102x102x8

5.7706

5.6825

180.4 K=1.00

31630

1548

-1427.35

4994.10

0.286

T18

21 - 17

L102x102x8

6.2296

6.1467

195.2 K=1.00

27033

1548

-855.29

4268.22

0.200

T19

17 - 13

L102x102x8

6.7149

6.6359

210.7 K=1.00

23194

1548

-902.13

3662.21

0.246

T20

13 - 9

KL/R > 200 (C) - 343 L102x102x8

7.2213

7.1451

177.8 K=0.50

32564

1548

-1078.64

5141.56

0.210

T21

9-0

2L76x102x10

13.1274

13.0401

146.0 K=0.25

48292

3206

-6198.75

15789.74

0.393

Allow. Pa kg 14739.31

Ratio P Pa 0.034

66.2 K=1.00

Horizontal Design Data (Compression) Section No. T14

Elevation m 36.5 - 32.5

Size

L76x76x10

L m 4.8490

Lu m 2.3735

Kl/r

79.6

Fa kPa 106181

A 2

mm 1361

Actual P kg -502.89

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

Elevation

58 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

K=0.50 T15

32.5 - 29

L102x102x8

5.5900

2.7440

43.6 K=0.50

130314

1548

-609.69

20575.55

0.030

T16

29 - 25

L102x102x8

6.2390

3.0560

48.5 K=0.50

127419

1548

-801.41

20118.37

0.040

T17

25 - 21

L102x102x8

6.9800

3.4265

54.4 K=0.50

123800

1548

-2165.16

19546.93

0.111

T18

21 - 17

L102x102x8

8.2250

4.0490

64.3 K=0.50

117292

1548

-378.59

18519.27

0.020

T19

17 - 13

L102x102x8

9.4700

4.6715

58.1 K=0.25

121404

1548

-344.85

19168.59

0.018

T20

13 - 9

L102x102x8

10.7150

5.2940

65.9 K=0.25

116191

1548

-453.41

18345.55

0.025

T21

9-0

L102x102x8

11.9600

5.9165

73.6 K=0.25

110661

1548

-7698.42

17472.38

0.441

Allow. Pa kg 5660.34

Ratio P Pa 0.002

Top Girt Design Data (Compression) Section No.

Elevation

Size

L

Lu

T1

m 86 - 83

L51x51x5

m 1.0000

m 0.9365

T2

83 - 80

L51x51x5

1.0000

0.9365

T3

80 - 76

L76x76x10

4.2000

T4

76 - 72

L76x76x10

T5

72 - 68

T6

Kl/r

Fa

A

kPa 120334

mm2 461

Actual P kg -11.50

59.8 K=1.00

120334

461

-92.72

5660.34

0.016

4.1365

178.4 K=1.00

32360

1361

-307.90

4492.03

0.069

4.2000

4.1365

178.4 K=1.00

32360

1361

-354.84

4492.03

0.079

L76x76x10

4.2000

4.1365

178.4 K=1.00

32360

1361

-862.93

4492.03

0.192

68 - 64

L76x76x10

4.2000

4.1365

178.4 K=1.00

32360

1361

-1166.98

4492.03

0.260

T8

60 - 56

L76x76x10

4.2000

4.1240

177.8 K=1.00

32557

1361

-748.89

4519.30

0.166

T9

56 - 52

L76x76x10

4.2000

4.1240

177.8 K=1.00

32557

1361

-1016.66

4519.30

0.225

T10

52 - 48

L76x76x10

4.2000

4.1240

177.8 K=1.00

32557

1361

-1311.85

4519.30

0.290

T11

48 - 44

L76x76x10

4.2000

4.0980

176.7 K=1.00

32971

1361

-1528.44

4576.84

0.334

T12

44 - 40

L76x76x10

4.2000

4.0980

176.7 K=1.00

32971

1361

-3108.06

4576.84

0.679

T13

40 - 36.5

L76x76x10

4.2000

2.0490

137.4 K=1.00

54517

1361

-1091.43

7567.60

0.144

59.8 K=1.00

Inner Bracing Design Data (Compression)

RISATower

Elevation

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

59 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project

I. P. DOLMEN S.A.

Section No.

Page

Job

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

L

Lu

T13

m 40 - 36.5

L76x76x8

m 2.9698

m 2.9698

T14

36.5 - 32.5

L76x76x8

3.4288

3.4288

T15

32.5 - 29

L76x76x8

3.9527

T16

29 - 25

KL/R > 250 (C) - 273 L76x76x8

T17

25 - 21

T18

Kl/r

Fa

A

kPa 26128

229.2 K=1.00

3.9527

4.4116

KL/R > 250 (C) - 293 L76x76x8

21 - 17

T19

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

mm2 1148

Actual P kg -82.30

Allow. Pa kg 3059.61

Ratio P Pa 0.027

19602

1148

-52.24

2295.41

0.023

264.2 K=1.00

14749

1148

-34.00

1727.19

0.020

4.4116

294.9 K=1.00

11840

1148

-33.49

1386.55

0.024

4.9356

4.9356

329.9 K=1.00

9460

1148

-44.89

1107.78

0.041

KL/R > 250 (C) - 313 L102x102x6

5.8160

5.8160

288.0 K=1.00

12412

1252

-32.29

1584.09

0.020*

17 - 13

KL/R > 250 (C) - 336 L102x102x6

6.6963

6.6963

331.6 K=1.00

9363

1252

-36.22

1194.95

0.030*

T20

13 - 9

KL/R > 250 (C) - 356 L102x102x6

7.5766

7.5766

375.2 K=1.00

7313

1252

-40.26

933.40

0.043*

T21

9-0

KL/R > 250 (C) - 376 L102x102x6

8.4570

8.4570

418.8 K=1.00

5870

1252

-182.65

749.19

0.244*

A 2

Allow. Pa kg 12007.27

Ratio P Pa 0.035

198.5 K=1.00

KL/R > 250 (C) - 396

*

DL controls

Tension Checks Leg Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

T1

m 86 - 83

L64x64x6

m 3.0000

m 1.0000

51.2

kPa 224080

mm 525

Actual P kg 421.64

T2

83 - 80

L64x64x6

3.7577

1.8788

96.2

224080

525

908.31

12007.27

0.076

T3

80 - 76

L64x64x10

4.0000

4.0000

209.1

224080

693

1163.64

15828.97

0.074

T4

76 - 72

L64x64x10

4.0000

4.0000

209.1

224080

693

2457.03

15828.97

0.155

T5

72 - 68

L64x64x10

4.0000

4.0000

209.1

224080

693

4421.73

15828.97

0.279

T6

68 - 64

L64x10+L76x10

4.0000

4.0000

323.4

206843

2477

7405.67

52253.86

0.142

T7

64 - 60

L76x10+L76x10

4.0000

4.0000

268.3

206843

2723

6194.94

57424.81

0.108

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

Section No.

Elevation

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

60 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T8

60 - 56

L76x10+L76x10

4.0000

4.0000

268.3

206843

2723

8850.41

57424.81

0.154

T9

56 - 52

L76x10+L76x10

4.0000

4.0000

268.3

206843

2723

11808.87

57424.81

0.206

T10

52 - 48

L102x10+L76x10

4.0000

4.0000

199.8

206843

3206

15618.64

67630.64

0.231

T11

48 - 44

L102x10+L76x10

4.0000

4.0000

199.8

206843

3206

20086.75

67630.64

0.297

T12

44 - 40

L102x10+L76x10

4.0000

4.0000

199.8

206843

3206

22940.35

67630.64

0.339

T13

40 - 36.5

L102x10+L76x10

3.5300

3.5300

176.4

206843

3206

29173.85

67630.64

0.431

T14

36.5 - 32.5

L102x10+L76x10

4.0342

4.0342

201.6

206843

3206

29363.45

67630.64

0.434

T15

32.5 - 29

L127x13+L76x10

3.5300

3.5300

141.4

206843

4426

29917.05

93349.34

0.320

T16

29 - 25

L127x13+L76x10

4.0342

4.0342

161.6

206843

4426

30461.87

93349.34

0.326

T17

25 - 21

L127x13+L76x10

4.0957

4.0957

164.0

206843

4426

31789.12

93349.34

0.341

T18

21 - 17

L127x13+L76x10

4.0957

4.0957

164.0

206843

4426

30209.99

93349.34

0.324

T19

17 - 13

L127x13+L76x10

4.0957

4.0957

164.0

206843

4426

29332.69

93349.34

0.314

T20

13 - 9

L127x13+L76x10

4.0957

4.0957

164.0

206843

4426

29041.35

93349.34

0.311

T21

9-0

L127x13+L76x10

9.9925

9.9925

400.2

206843

4426

31148.65

93349.34

0.334

Allow. Pa kg 7005.28

Ratio P Pa 0.040

Diagonal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 0.6622

42.3

kPa 148927

mm2 461

Actual P kg 281.05

T1

m 86 - 83

L51x51x5

m 1.4142

T2

83 - 80

L51x51x5

2.4759

1.7536

111.9

148927

461

179.30

7005.28

0.026

T3

80 - 76

L76x76x10

5.8000

2.8562

123.2

148927

1361

698.36

20672.93

0.034

T4

76 - 72

L76x76x10

5.8000

2.8562

123.2

148927

1361

1191.71

20672.93

0.058

T5

72 - 68

L76x76x10

5.8000

2.8562

123.2

148927

1361

1773.66

20672.93

0.086

T6

68 - 64

L76x76x10

5.8000

2.8562

123.2

148927

1361

2085.50

20672.93

0.101

T7

64 - 60

L76x76x10

5.8000

2.8475

122.8

148927

1361

1419.70

20672.93

0.069

T8

60 - 56

L76x76x10

5.8000

2.8475

122.8

148927

1361

1665.06

20672.93

0.081

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

Elevation

61 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

I. P. DOLMEN S.A.

Section No.

Page

Job

RISATower

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

mm2

Actual P kg

Allow. Pa kg

Ratio P Pa

T9

56 - 52

L76x76x10

5.8000

2.8475

122.8

148927

1361

2162.16

20672.93

0.105

T10

52 - 48

L76x76x10

5.8000

2.8475

122.8

148927

1361

2520.36

20672.93

0.122

T11

48 - 44

L76x76x10

5.8000

2.8296

122.0

148927

1361

2827.91

20672.93

0.137

T12

44 - 40

2L76x76x10

5.8000

2.8296

122.0

148927

2723

4794.47

41345.86

0.116

T13

40 - 36.5

L102x102x8

4.2701

4.1810

132.7

148927

1548

481.37

23514.24

0.020

T14

36.5 - 32.5

L102x102x8

4.8938

4.8053

152.6

148927

1548

841.69

23514.24

0.036

T15

32.5 - 29

L102x102x8

4.6996

4.6045

146.2

148927

1548

872.15

23514.24

0.037

T16

29 - 25

L102x102x8

5.3214

5.2251

165.9

148927

1548

1187.75

23514.24

0.051

T17

25 - 21

L102x102x8

5.7706

5.6825

180.4

148927

1548

1064.01

23514.24

0.045

T18

21 - 17

L102x102x8

6.2296

6.1467

195.2

148927

1548

398.48

23514.24

0.017

T19

17 - 13

L102x102x8

6.7149

6.6359

210.7

148927

1548

348.69

23514.24

0.015

T20

13 - 9

L102x102x8

7.2213

7.1451

226.9

148927

1548

417.21

23514.24

0.018

T21

9-0

2L76x102x10

13.1274

13.0401

584.1

148927

3206

5102.42

48694.06

0.105

Allow. Pa kg 20672.93

Ratio P Pa 0.027

L/R > 500 (T) - 388

Horizontal Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 2.3735

102.3

kPa 148927

mm2 1361

Actual P kg 551.02

T14

m 36.5 - 32.5

L76x76x10

m 4.8490

T15

32.5 - 29

L102x102x8

5.5900

2.7440

87.1

148927

1548

687.85

23514.24

0.029

T16

29 - 25

L102x102x8

6.2390

3.0560

97.0

148927

1548

908.71

23514.24

0.039

T17

25 - 21

L102x102x8

6.9800

3.4265

108.8

148927

1548

1419.49

23514.24

0.060

T18

21 - 17

L102x102x8

8.2250

4.0490

128.6

148927

1548

519.00

23514.24

0.022

T19

17 - 13

L102x102x8

9.4700

4.6715

148.3

148927

1548

594.65

23514.24

0.025

T20

13 - 9

L102x102x8

10.7150

5.2940

168.1

148927

1548

724.61

23514.24

0.031

T21

9-0

L102x102x8

11.9600

5.9165

187.8

148927

1548

4806.86

23514.24

0.204

RISATower I. P. DOLMEN S.A.

Page

Job

Project

Section No.

Elevation

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

62 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Size

m

L

Lu

m

m

Kl/r

Fa

A

kPa

mm2

16:29:23 09/24/13 Designed by

Ing. C. Londoño M.

Actual P kg

Allow. Pa kg

Ratio P Pa

Allow. Pa kg 7005.28

Ratio P Pa 0.002

Top Girt Design Data (Tension) Section No.

Elevation

Size

L

Lu

T1

m 86 - 83

L51x51x5

m 1.0000

T2

83 - 80

L51x51x5

T3

80 - 76

T4

Kl/r

Fa

A

m 0.9365

59.8

kPa 148927

mm2 461

Actual P kg 11.28

1.0000

0.9365

59.8

148927

461

67.91

7005.28

0.010

L76x76x10

4.2000

4.1365

178.4

148927

1361

540.93

20672.93

0.026

76 - 72

L76x76x10

4.2000

4.1365

178.4

148927

1361

686.42

20672.93

0.033

T5

72 - 68

L76x76x10

4.2000

4.1365

178.4

148927

1361

1404.47

20672.93

0.068

T6

68 - 64

L76x76x10

4.2000

4.1365

178.4

148927

1361

1486.54

20672.93

0.072

T7

64 - 60

L76x76x10

4.2000

4.1240

177.8

148927

1361

1726.59

20672.93

0.084

T8

60 - 56

L76x76x10

4.2000

4.1240

177.8

148927

1361

1892.22

20672.93

0.092

T9

56 - 52

L76x76x10

4.2000

4.1240

177.8

148927

1361

2373.83

20672.93

0.115

T10

52 - 48

L76x76x10

4.2000

4.1240

177.8

148927

1361

2649.75

20672.93

0.128

T11

48 - 44

L76x76x10

4.2000

4.0980

176.7

148927

1361

2787.67

20672.93

0.135

T12

44 - 40

L76x76x10

4.2000

4.0980

176.7

148927

1361

4987.20

20672.93

0.241

T13

40 - 36.5

L76x76x10

4.2000

2.0490

88.4

148927

1361

1579.99

20672.93

0.076

Allow. Pa kg 17439.72

Ratio P Pa 0.003

Inner Bracing Design Data (Tension) Section No.

Elevation

Size

L

Lu

Kl/r

Fa

A

m 2.9698

126.8

kPa 148927

mm2 1148

Actual P kg 60.61

T13

m 40 - 36.5

L76x76x8

m 2.9698

T14

36.5 - 32.5

L76x76x8

3.4288

3.4288

146.4

148927

1148

27.95

17439.72

0.002

T15

32.5 - 29

L76x76x8

3.9527

3.9527

168.8

148927

1148

7.20

17439.72

0.000

T16

29 - 25

L76x76x8

4.4116

4.4116

188.4

148927

1148

3.60

17439.72

0.000

RISATower

Page

Job

Project

I. P. DOLMEN S.A.

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.

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

63 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

16:29:23 09/24/13

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

Pass Fail

86 - 83

Leg Diagonal

L64x64x6 L51x51x5

3 10

-669.11 -294.19

13653.41 7272.53

Pass Pass

Top Girt

L51x51x5

8

-11.50

7545.23

4.9 4.0 7.6 (b) 0.2 0.3 (b) 22.8 14.2 1.2 1.9 (b) 22.5 15.3 5.1 46.0 26.4 5.9 78.1 40.9 14.4 64.3 37.5 19.5 56.0 42.3 6.3 8.8 (b) 42.0 19.6 41.9 53.4 71.1 52.0 12.4 89.0 62.7 16.9 53.5 67.6 21.8 65.5 71.8 25.1 71.0 78.7 (b) 26.5 50.9 78.5 5.5 10.8 2.0 94.5 11.5 2.6 1.7 48.9 52.9 (b) 11.3 2.2 2.8 (b)

T2

83 - 80

Leg Diagonal Top Girt

L64x64x6 L51x51x5 L51x51x5

35 54 38

-1077.24 -298.38 -92.72

4734.24 2102.61 7545.23

T3

80 - 76

T4

76 - 72

T5

72 - 68

T6

68 - 64

T7

64 - 60

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

L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L64x10+L76x10 L76x76x10 L76x76x10 L76x10+L76x10 L76x76x10 L76x76x10

59 66 64 75 84 80 91 100 96 107 116 112 123 132 126

-1342.68 -791.84 -307.90 -2746.75 -1368.78 -354.84 -4667.47 -2121.91 -862.93 -8527.90 -1945.64 -1166.98 -11860.58 -2208.89 1726.59

5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 13263.05 5191.70 5987.87 21175.96 5223.22 27557.02

Guy A@64 Guy B@64 Guy C@64 Guy D@64 Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg

16 16 16 16 L76x10+L76x10 L76x76x10 L76x76x10 L76x10+L76x10 L76x76x10 L76x76x10 L102x10+L76x10 L76x76x10 L76x76x10 L102x10+L76x10 L76x76x10 L76x76x10 L102x10+L76x10

400 399 398 397 139 148 144 155 164 160 171 180 176 187 196 192 203

4041.16 1888.89 4031.50 5130.77 -15056.41 -2717.64 -748.89 -18847.59 -3272.76 -1016.66 -23654.99 -3529.15 -1311.85 -28986.51 -3799.68 -1528.44 -31416.63

9616.16 9616.16 9616.16 9616.16 21175.96 5223.22 6024.23 21175.96 5223.22 6024.23 44245.35 5223.22 6024.23 44245.35 5289.71 6100.93 44245.35

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

2L76x76x10 L76x76x10 L102x10+L76x10 L102x102x8 L76x76x10 L76x76x8 L102x10+L76x10 L102x102x8 L76x76x10 L76x76x8 L127x13+L76x10

212 208 219 230 224 226 239 243 241 253 259

-6760.12 -3108.06 -40892.54 -680.53 -1091.43 -82.30 -41237.36 -1070.34 -502.89 -52.24 -42188.68

25494.66 6100.93 52066.90 12297.02 10087.61 4078.46 43650.08 9309.62 19647.49 3059.79 86315.21

Diagonal Horizontal

L102x102x8 L102x102x8

263 261

-1147.49 -609.69

10139.31 27427.20

T8

60 - 56

T9

56 - 52

T10

52 - 48

T11

48 - 44

T12

44 - 40

T13

40 - 36.5

T14

36.5 - 32.5

T15

32.5 - 29

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

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

Project

Date

EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.

Elevation m

Component Type

Size

Critical Element

P kg

SF*Pallow kg

T16

29 - 25

Inner Bracing Leg

L76x76x8 L127x13+L76x10

273 279

-34.00 -43299.76

2302.35 78206.40

Diagonal Horizontal

L102x102x8 L102x102x8

283 281

-1493.83 -801.41

Inner Bracing Leg

L76x76x8 L127x13+L76x10

293 299

-33.49 -45542.50

Diagonal Horizontal

L102x102x8 L102x102x8

309 307

-1427.35 -2165.16

Inner Bracing Leg Diagonal Horizontal

L76x76x8 L127x13+L76x10 L102x102x8 L102x102x8

313 319 329 327

-44.89 -44842.43 -855.29 519.00

Inner Bracing Leg Diagonal Horizontal

L102x102x6 L127x13+L76x10 L102x102x8 L102x102x8

336 339 343 341

-32.29 -44917.72 -902.13 594.65

Inner Bracing Leg

L102x102x6 L127x13+L76x10

356 359

-36.22 -45721.67

Diagonal Horizontal

L102x102x8 L102x102x8

363 361

-1078.64 724.61

Inner Bracing Leg Diagonal Horizontal Inner Bracing

L102x102x6 L127x13+L76x10 2L76x102x10 L102x102x8 L102x102x6

376 379 389 387 396

-40.26 -50614.12 -6198.75 -7698.42 -182.65

25 - 21

T18

21 - 17

T19

17 - 13

T20

13 - 9

T21

9-0

16:29:23 09/24/13

Client

No.

T17

64 of 64

TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH

Calle 101 No. 70 G - 25.

Section

Page

Job

Designed by

Ing. C. Londoño M.

% Capacity

Pass Fail

1.5 55.4 81.4 (b) 7873.67 19.0 26817.78 3.0 3.7 (b) 1848.27 1.8 77173.67 59.0 85.6 (b) 6657.13 21.4 26056.06 8.3 8.8 (b) 1476.67 3.0 77173.67 58.1 5689.54 15.0 31344.47 1.7 2.1 (b) 1584.09 2.0 77173.67 58.2 4881.72 18.5 31344.47 1.9 2.4 (b) 1194.95 3.0 77173.67 59.2 68.7 (b) 6853.70 15.7 31344.47 2.3 2.9 (b) 933.40 4.3 60948.19 83.0 21047.72 29.5 23290.69 33.1 749.19 24.4 Summary Leg (T14) 94.5 Diagonal 71.8 (T11) Horizontal 33.1 (T21) Top Girt 50.9 (T12) Inner 24.4 Bracing (T21) Guy A (T7) 42.0 Guy B (T7) 19.6 Guy C (T7) 41.9 53.4 Guy D (T7) Bolt Checks 85.6 RATING = 94.5

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=80+6m C. NUEVA+REF EB. PLANADAS.eri

Maximum Values

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

Deflection (mm)

Elevation (m)

0 86.0000

50

Tilt (deg) 100

0

0.05

Twist (deg) 0.1

0

0.05

0.1 86.0000

83.0000

83.0000

80.0000

80.0000

76.0000

76.0000

72.0000

72.0000

68.0000

68.0000

64.0000

64.0000

60.0000

60.0000

56.0000

56.0000

52.0000

52.0000

48.0000

48.0000

44.0000

44.0000

40.0000

40.0000

36.5000

36.5000

32.5000

32.5000

29.0000

29.0000

25.0000

25.0000

21.0000

21.0000

17.0000

17.0000

13.0000

13.0000

9.0000

9.0000

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

0.05

0.1

DIAGRAMA DE DEFLEXIONES-TC80+6 m Ext. PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-5

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS.eri

Feedline Distribution Chart 0.0000 - 86.0000 Round

86.0000

83.0000

Flat

Face A

App In Face

App Out Face

Face B

Truss Leg

Face C

83.0000

83.0000

Face D

86.0000

83.0000

83.0000

80.0000

80.0000

76.0000

76.0000

73.0000

73.0000

73.0000

72.0000

72.0000

69.0000

69.0000

69.0000

68.0000

68.0000

65.0000

65.0000

65.0000

64.0000

64.0000

61.0000

61.0000

61.0000

60.0000

60.0000

57.0000

57.0000

57.0000

56.0000

56.0000

53.0000

53.0000 52.0000

48.0000

48.0000

36.5000

32.5000

29.0000

25.0000

21.0000 19.0000

19.0000

17.0000

19.0000

(2) 3 (1 ANT RF N)

44.0000

40.0000

36.5000

32.5000

29.0000

25.0000

1/2 (1 ANT TV E)

39.0000

1/2 (2 ANT TV E)

40.5000

39.0000

1/2 (2 ANT TV E)

40.5000

39.0000

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

40.5000

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

42.0000

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

42.0000

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

40.0000

42.0000

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

44.0000

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

21.0000

17.0000

13.0000

13.0000 7/8 (1 ANT MW E)

Elevation (m)

53.0000 52.0000

9.0000

0.0000

9.0000

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+6 m Ext. PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-7

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS.eri

Stress Distribution Chart 0.0000 - 86.0000 > 100%

90%-100%

Elevation (m)

Face A

75%-90%

50%-75%

< 50% Overstress

Face B

Face C

Face D

86.0000

86.0000

83.0000

83.0000

80.0000

80.0000

76.0000

76.0000

72.0000

72.0000

68.0000

68.0000

64.0000

64.0000

60.0000

60.0000

56.0000

56.0000

52.0000

52.0000

48.0000

48.0000

44.0000

44.0000

40.0000

40.0000

36.5000

36.5000

32.5000

32.5000

29.0000

29.0000

25.0000

25.0000

21.0000

21.0000

17.0000

17.0000

13.0000

13.0000

9.0000

9.0000

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+6 m Ext. PATA=18.10m V=120 KPH

Project: EVALUACION ESTRUCTURAL Client: Code: Path:

EB. PLANADAS - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-8

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS.eri

CHEQUEO DE CIMENTACION PLACA BASE Y PERNOS DE ANCLAJE. EB. PLANADAS.

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

TORRE 80+6m RB. PLANADAS.

I. P. DOLMEN S.A.

7. Rev. CIMENTACION TIPO ZAPATA PARA TORRES OBRA:

TORRE TELECOMUNICACIONES H=80+6m EB. PLANADAS. 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

-41.175,00 -12.286,00 12.499,00 21.152,00 -5.489,00 5.310,00

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

-57.645,00 -17.200,40 17.498,60 29.612,80 -7.684,60 7.434,00

ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE Compresión (-)

Fc

Kg

41.175,00

Corte l

Ft

Kg

12.286,00

Corte t

Fl

Kg

12.499,00

Arranque (+)

Fa

Kg

21.152,00

Corte l

Fta

Kg

5.489,00

Corte t

Fla

Kg

5.310,00

ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE Compresión (-)

Fc'

Kg

Corte l

Ft'

Kg

17.200,40

Corte t

Fl'

Kg

17.498,60

Arranque (+)

Fa'

Kg

29.612,80

Corte l

Fta'

Kg

7.684,60

Corte t

Fla'

Kg

7.434,00

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

57.645,00

GEOMETRIA

clm/rcg

Angulo montante

φ

º

0,0000

Lado zapata

L

m

3,50

Lado pedestal

B

m

0,75

Espesor zapata

s

m

0,60

Profundidad zapata

H

m

4,10

Alt. ped. sobre suelo

H3

m

0,20

Alt. ped. enterrada

H2

m

3,50

Altura total cimiento

H1

m

4,30

7.1

Rev.Cim-TC90+6 EB. PLANADAS-Cap. 7

TORRE 80+6m RB. PLANADAS.

I. P. DOLMEN S.A. Altura pedestal

Hp

m

3,70

Recubrimiento

a

m

0,070

Altura efec. concreto

d

m

0,530

Volumen zapata

Vz



7,35

Volumen pedestal

Vp



2,08

Volumen Concreto

Vc



9,43

Peso concreto

Wc

Kg

22635

Volumen suelo 1

Vs1



40,91

Volumen suelo 2

Vs2



54,87

Volumen suelo 3

Vs3



15,69

Volumen total suelo

Vs



111,47

Peso suelo

Ws

Kg

189500

VOLUMENES Y PESOS

ARRANCAMIENTO Hipotesis crítica F.S. Arrancamiento

FSa

Checheo Arrancam.

(Wc+Ws)/Fa

10,03

FSa > 1.50

O.K.

ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO) Hipotesis crítica Compresión

P

Kg

ht

m

133351 2,80

Rt

Kg

12286

hl

m

2,82

Rl

Kg

12499

Momento transversal

MT

Kg*m

26005

Momento longitudinal

ML

Kg*m

25364

σp

Kg/m2

10886

σt

Kg/m

2

3550

σl

Kg/m

2

3639

σs

Kg/m2

1

Kg/m

2

Kg/m2

3826

3

Kg/m2

4005

2

6970

2

4

Kg/m

σmax

Kg/m2

σmin

Kg/m

2

11105

-3273 mayor 1, 2, 3, 4 menor 1, 2, 3, 4 ≈ σ σmax < σa

Checheo Capacidad

11105 -3273 O.K.

CHEQUEO AL VOLCAMIENTO Hipotesis crítica COMPRESION

MR1

Kg-m

233364

Momento trans. 1

MT1

Kg*m

53746

Momento long. 1

ML1

Kg*m

52830

Momento trans. 2

MT2

Kg*m

27740

Momento long. 2

ML2

Kg*m

27465

Mom. restaur. trans.

MRT

Kg*m

261104

Mom. restaur. long.

MRL

Kg*m

260829

Momento restaurador

MRc

Kg-m

369062

Mv

Kg-m

324061

Momento al vuelco

clm/rcg

7.2

Rev.Cim-TC90+6 EB. PLANADAS-Cap. 7

TORRE 80+6m RB. PLANADAS.

I. P. DOLMEN S.A. F.S. vuelco compres.

FSvc

MRc/Mv

1,25

Hipotesis crítica TRACCION

MR1

Kg-m

371236

ht

m

1,87

Rt

Kg

5489

hl

m

1,84

Rl

Kg

5310

MT1

Kg-m

22833

ML1

Kg-m

23603

MT2

Kg-m

15262

ML2

Kg-m

15664

Mom. restaur. trans.

MRT

Kg*m

386498

Mom. restaur. long.

MRL

Kg*m

386900

Momento restaurador

MRa

Kg-m

546875

Momento vuelco 1

Mv1

Kg-m

37016

Mom. vuelco trans.

Mvt

Kg-m

59849

Mom. vuelco long.

Mvl

Kg-m

60619

Momento vuelvo

Mva

Kg-m

85185

F.S. vuelco tracción

FSvt

MRa/Mva

6,42

F.S. volcamiento

FSv

menor FSvc, FSvt

1,25

FSv > 1.50

O.K.

Checheo Volcam.

clm/rcg

7.3

Rev.Cim-TC90+6 EB. PLANADAS-Cap. 7

TORRE 80+6m RB. PLANADAS.

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

12,25 m2 0,65 3,27 t/m 4,77 m 1188,67 t-cm 50 cm 110 cm 0,00196 0,00330 18,15 cm² 3 No 5

CORTANTE V= vu= Ø vc=

7,789 2,266 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-TC90+6 EB. PLANADAS-Cap. 7

ESTRUCTURA: REV. TC80+6m P=18.100m-EB. PLANADAS. CARGAS ACTUANTES Tension Maxima Comprexion Maxima Fuerza Longitudinal en X Fuerza Transversal en Y

T C Hx Hy

(ton) (ton) (ton) (ton)

21,152 -41,175 -12,286 12,499

-5,489 5,310

CALCULO DE PLACA - BASE PLACA BASE

B

C

t

Dp

m

cm. 50

cm. 50

cm 2,2

cm 5

cm. 20,0

Dimension pedestal (cm) Bp Cp 75 75

C

P B

m n t p Dp

Area Placa Colocada Ac 2.500 cm2 Acero A-36 Fy= 2.530 Kg /cm² Distancia n 10,0 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. 373 110,250 16,470

cm2 Kg / cm² kg / cm²

Fb Fb m

1.645 20,0

Kg / cm² cm

t

1,73

cm

cm

Esfuerzo de Flexion por Arranque

Fb¨

Distancia al perno

Dp

5

Fuerza en el Perno Momento de Flexion

Pt Mf

3,53 15,9

Ton - cm

Espesor de la Placa Base Arr

t

1,48

cm

Espesor Minimo Placa Base

t

1,73

cm

Lado de la placa Base

B

500

mm

Espesor de la Placa Base

t

22

mm

f'c=

210

Kg / cm²

Acero A-36

Ton

OK CUMPLE

No pernos

un 6,0

ESTRUCTURA: REV. TC80+6m P=18.100m-EB. PLANADAS.

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

0,88

plg

dp

2,22

cm

SAE 1045 CALIBRADO Atp

un cm²

0,85 hp

9

Ap

17,88

cm²

T

21,15

ton

Vux

-5,49

ton

Vuy

12,50

ton

Vu

13,65

ton

Fy

5,20

ton/cm²

Ft

3,36

ton/cm²

Fv

2,24

ton/cm²

Ae

2,98

cm²

Ap

3,88

cm²

At

2,3

cm²

Atm

3,2

cm²

Np

2

un

Pernos a Colocar Diametro del Perno Area Neta de Pernos

6 23,28

Anp

AREA DE PERNOS > AREA REQUERIDA

6

un

22

mm

17,88

cm²

OK CUMPLE

Bogotá, D.C. 17 de Septiembre 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. PLANADAS, Localizada en la Vereda de Planadas, Municipio de Calarca, Departamento del Quindío, 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 Calarca, 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. PLANADAS.

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

REGISTRO FOTOGRAFICO Cliente: Dirección :

RTVC

Nombre :

EB. PLANADAS.

VEREDA PLANADAS.

Foto General de Torre

Panoramica de la Torre

1/9

Ciudad :

CALARCA

Depto :

QUINDIO

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

Espesor de montante inicial

Ancho de montante inicial

Photo 11

Photo 12

Diametro de tornillos en montantes

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

Primera transición

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 y escaleras

Detalle luces de obstrucción 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 excavaciones

Detalle excavaciones

Photo 55

Photo 56

Pararrayos

Panoramica tramo inicial 9/9