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DOLMEN Integración de Proyectos

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Radio Televisión Nacional de Colombia.

MEMORIAS DE CÁLCULO

ESTRUCTURAL.

TORRE CUADRADA H=99.0m SECCION VARIABLE.

ANCHO DE PATA = 12.050m

ESTACION BASE: CERRO LA PITA Ubicada entre los Municipios de

Carmen de Bolívar y Ovejas. Departamento de Sucre.

Septiembre 2013.

INFORME TECNICO. Condición Actual Se requiere refuerzo.

Eficiencia General Condición Nueva + Refuerzo: Montantes 84.3%, Diagonales 76.3%, Horizontales 78.7% y Tornillos 76.3%.


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INDICE

PAG. 1.0 Introducción 2 2.0 Cargas muertas 4 3.0 Cargas vivas 4 4.0 Cargas de viento 4 5.0 Análisis y diseño estructurales 5 6.0 Conclusiones 7.0 Recomendaciones 8.0 Chequeo de Cimentación

9.0 Inspección Técnica

Anexo A (Silueta de levantamiento – condición actual) Anexo b (Silueta de cálculo) Anexo A (Silueta de condición nueva + Refuerzo) Anexo C (Graficas de Deflexiones, Cables guía de onda y Esfuerzos)


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1.0 INTRODUCCION 1.1 OBJETO

El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 99.0 metros de altura. Ubicada en la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas, Departamento de Sucre. Que soporta antenas RF y MW. La torre es de sección cuadrada, montantes, diagonales y horizontales a base de ángulos de lados iguales, el ancho de la pata es de 12.050 m. Esta medida es variable hasta llegar a una altura de 12.0 m, donde es 8.40 m. Continuando en sección variable hasta los 45.0 m, donde es 2.85 m. Continuando en sección constante hasta los 75.0 m. Continuando en sección variables hasta los 81 m, donde es 1.40 m. Continuando en sección constante hasta los 99.0 m.

CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 99.0 m 48 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 90.0 AL 99.0m – POR LAS CUATRO CARAS. 48 ANTENAS GRILLA TV (0.25x1.0m) – NIVEL 81.0 AL 90.0m – POR LAS CUATRO CARAS. 1 ANTENA MW Ø2.40m – NIVEL 27.0 m – B. 1 ANTENA MW Ø2.40m – NIVEL 24.0 m – D. 1 ANTENA MW Ø2.40m – NIVEL 15.0 m – C. 1 ANTENA MW Ø2.40m – NIVEL 15.0 m – D. 1 ANTENA GRIP (1.0x2.50m – NIVEL 7.5 m – C. 20 CABLES GUIA DE ONDA Ø1/2” PARA ANTENAS TV – D 5 CABLES GUIA DE ONDA Ø7/8” PARA ANTENAS MW – D

CONDICION FUTURA:

1 EXTENSION H=6.0m, EN LA PARTE SUPERIOR. 4 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 104.5 m – A, B, C y D. 4 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 103.5 m – A, B, C y D. 3 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 102.5 m – A, C y D. 3 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 101.5 m – A, C y D. 14 CABLES GUIA DE ONDA Ø1” PARA ANTENAS RF – C.


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PANORAMICA TC99m – ESTADO ACTUAL.


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SILUETA DE CALCULO CONDICION ACTUAL.


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SILUETA DE CALCULO CONDICION NUEVA.


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1.2 CODIGOS Y NORMAS

NSR-10 AISC TIA/EIA 222-F ASCE, Report 52 ANSI/ASCE 10-90 ANDREWS, Bulletin 1015F ASTM (normas aplicables) ACI 318 última edición AWS

1.3 MATERIALES ESTRUCTURALES

Perfiles estructurales de montantes: ASTM A-572 Gr. 50. Perfiles estructurales de diagonales, horizontales redundantes y laminas: ASTM A –36. Tornillos: ASTM A-394 T0. Tornillos de reemplazo en todas las uniones de montantes y en el refuerzo ASTM A325 T1. Pernos de anclaje: SAE 1045. Soldadura: AWS.

1.4 DOCUMENTOS DE REFERENCIA

Esquemas de diseño del levantamiento de la estructura de la torre.

1.5 CARGAS Las siguientes cargas serán consideradas en el análisis estructural.

-Cargas muertas, CM, correspondientes a los pesos propios de la estructura, plataformas de operación, revestimientos y accesorios. -Cargas vivas, 4 personas de 80 Kg. Cada una por mantenimiento, CV. -Cargas de viento, CW. Las combinaciones de estas cargas para incluirlas en los análisis y diseños Estructurales estarán de acuerdo con la Norma TIA/EIA-222-F.


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1.6 SISTEMAS DE MEDIDA

Longitud m, mm Coordenadas m Áreas m2, cm2 Fuerza Kg. Presión kgm Esfuerzo kPa Momentos Kg-m Modulo kPa Propiedades mm Deflexiones 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, V = 120 KPH (Zona 4) Deflexiones se calculan con Velocidad de viento, V = 60 KPH.


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5.0 ANALISIS Y DISEÑOS ESTRUCTURALES

5.1 ANALISIS ESTRUTURAL

En la Fig. 1 del Anexo se presenta la silueta del análisis y diseño estructural de la torre cuadrada de 99.0 m. De altura, objeto de este documento. Se consideran siete hipótesis de carga:

1- Carga Muerta 2- Viento (120 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º. 3- Viento (120 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º. 4- Viento (120 KPH) Caga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º. 5- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º, con cargas de operación. 6- Viento (60 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º, con cargas de operación. 7- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º, con cargas de operación.

Igualmente el ANEXO A se presentan los datos de entrada y los resultados del análisis estructural para los diferentes elementos que conforman la torre triangular, realizado por el programa para diseño de torres RISATower, Versión 5.4.1.8 – 8 de Abril de 2010, de RISA TECHNOLOGIES. También se incluye un control de deflexiones en la parte superior de la torre (Nivel 105.0 m) de tal manera que cumpla con el requisito de que, la deflexión en este punto, a 60 KPH, sea menor o igual a h/200.


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5.2 DISEÑOS ESTRUCTURALES Con base en el dimensionamiento y en los resultados de modelo, se evalúan las cargas máximas actuantes y admisibles en cada tramo, considerando los efectos simultáneos de Axial y de Flexión. Para una mayor precisión, se consideran también los efectos de segundo orden (P-Delta) En la fase, para el caso de cargas de diseño, se verifica que en los elementos estructurales no se sobrepasen sus capacidades admisibles de compresión y tracción establecidas por la norma. También se verifica que en las conexiones propuestas tampoco se sobrepasen sus capacidades admisibles de corte y aplastamiento establecidas por la norma.

Anexos: Silueta del levantamiento. Ver salida 1 – Condición Actual. Ver salida 2 – Condición Nueva Ver salida 3 – Condición Nueva + Refuerzo, datos de entrada y salida de los

resultados del análisis y los diseños.


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6.0 CONCLUSIONES: En la CONDICION ACTUAL, con las antenas relacionadas y las características

estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 99.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes M15, M14, M13, M12, M11, M10 y M9, Diagonales M16, M10, M9, M8, M5 y M4. Porcentaje máximo de utilización Diagonal (T16) 647.0% > 100%. NO.

PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.


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Ver Salida 1 – Condición Actual.

En la CONDICION NUEVA, con las antenas relacionadas (Existentes) más una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 99.0+6.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes M19, M18, M17, M16, M15, M14, M13, M12, M11, M10, M9, M8 y M5, Diagonales M18, M13, M12, M11, M10, M9, M8, M6 y M7. Porcentaje máximo de utilización Diagonal (T18) 799.3% > 100%. NO.


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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.


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Ver Salida 2 – Condición Nueva.

En la CONDICION NUEVA + REFUERZO, con las antenas relacionadas (Existentes) más una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 99.0+6.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE CUMPLE.

Porcentaje máximo de utilización Montante (T12) 84.3% < 100%. Ok.


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SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.


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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.


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Ver Salida 3 – Condición Nueva + Refuerzo.


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7.0 RECOMENDACIONES: -La estructura en general presenta perfiles de baja denominación y muy esbeltos, sin cierres internos lo cual hace que el Kl/r exceda el límite y se presente falla. -La torre debe ser reforzada para la Condición actual y Nueva. MATERIALES DE EXTENSION FUTURA: Montantes: L 76x76x6.4H, Diagonales y Horizontales en L38x38x4.8H (Ver plano 2/2 silueta de refuerzo) REFUERZO MONTANTES: -Desde el nivel 0.0m al nivel 33.0m (T19, T18, T17, T16 y T15), con un (1) ángulo de L102x102x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el anclaje de la cimentación y con el montante existente (se debe soldar el montante del refuerzo a la placa base de la torre. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 33.0m al nivel 51.0m (T14, T13 y T12), con un (1) ángulo de L102x102x12.7H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 51.0m al nivel 75.0m (T11, T10, T9 y T8), con un (1) ángulo de L102x102x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 75.0m al nivel 87.0m (T7, T6 y T5), con un (1) ángulo de L76x76x6.4H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 12.0m al nivel 15.0m (T18), con un (1) ángulo de L64x64x6.4H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer un cierre horizontal en un (1) L64X64X6.4H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2)


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-Desde el nivel 39.0m al nivel 45.0m (T13), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer dos cierres en los horizontales redundantes en L51X51X4.8H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 45.0m al nivel 75.0m (T12, T11, T10, T9 y T8), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 75.0m al nivel 81.0m (T7 y T6), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer dos cierres en los horizontales redundantes en L51X51X4.8H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los montantes y diagonales. Una vez realizado el refuerzo se puede proceder a la instalación de una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m.

MATERIAL APROXIMADO DE EXTENSION H=6.0m:

Montantes (T1 y T2) en 1L76x6.4H 180 Kg

Diagonales (T1 y T2) en 1L38x4.8H 110 Kg

Lámina de uniones (T1 y T2) en Lámina de 7.9mm 300 Kg

Tornillos en Uniones (T1 y T2) 80 Kg

Pernos de escalera Ø5/8 x 8” = 10 Unidades 5 Kg

Peso aproximado del Refuerzo 675 Kg


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MATERIAL APROXIMADO DE REFUERZO EN TORRE:

Refuerzo Montantes (T19 al T15 y T11 al T8) en 1L102x9.5H 4150 Kg

Refuerzo Montantes (T19 al T15 y T11 al T8) en Lámina de 9.5mm 300 Kg

Refuerzo Montantes (T19 al T12) en Lámina de 15.9mm 600 Kg

Refuerzo Montantes (T14, T13 y T12) en 1L102x12.7H 2100 Kg

Refuerzo Montantes (T14, T13 y T12) en Lámina de 12.7mm 300 Kg

Refuerzo Montantes (T7, T6 y T5) en 1L76x6.4H 800 Kg

Refuerzo Montantes (T7, T6 y T5) en Lámina de 7.9mm 100 Kg

Refuerzo Diagonales (T18) en 1L64x6.4H 230 Kg

Refuerzo Diagonales (T12, T11, T10, T9, T8, T7 y T6) en 1L51x4.8H 1550 Kg

Tornillos en refuerzo de montantes y diagonales 550 Kg

Peso aproximado del Refuerzo 10680 Kg

RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE

ELEMENTO: C. ACTUAL C. NUEVA C. NUEVA+REF

MONTANTE (T11) 163.7% (T13) 242.3% (T12) 84.3%

DIAGONAL (T16) 647.0% (T18) 799.3% (T4) 76.3%

HORIZONTAL (T16) 92.0% (T13) 135.9% (T13) 78.7%

TORNILLOS 163.7% 242.3% 76.3%


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


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9.0 INSPECCION TECNICA. PINTURA: Un 40% se encuentra en mal estado, se recomienda lavado y aplicación de zinc en frio donde se requiera. Aplicación de base y pintura en general. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre. ESCALERA DE CABLES: Uno (1) Por el centro de la torre en un 80% de uso. LUCES DE OBSTRUCCION: En buen estado y funcionando. SISTEMA DE TIERRAS: En buen estado, las bus-bar en regular estado, se recomienda su cambio junto con las respectivas terminales. SISTEMA DE TIERRAS: En buen estado, las bus-bar en regular estado, se recomienda su cambio junto con las respectivas terminales. TORNILLOS: ASTM A-394 T0, en un 80% en buen estado, se recomienda torque general de la tornillería. En caso de llevarse a cabo el refuerzo se debe cambiar la tornillería que resulte afectada, usando tornillos ASTM A-325 Tipo 1. Anexos: Registro Fotográfico.


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CONDICION ACTUAL.

EB. CERRO LA PITA.

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.

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

FAX: 57 (1) 2269999.

Job: SILUETA DE CALCULO-TC99m PATA=12.050m V=120 KPH

Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.

Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:

Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri

Dwg No. E-1

99.0 m

93.0 m

87.0 m

81.0 m

78.0 m

75.0 m

69.0 m

63.0 m

57.0 m

51.0 m

45.0 m

39.0 m

33.0 m

27.0 m

21.0 m

15.0 m

12.0 m

0.0 m

REACTIONS - 120 kph WINDTORQUE 12225 kg-m

29682 kgSHEAR

1320015 kg-mMOMENT

25474 kgAXIAL

SHEAR: 18291 kgUPLIFT: -78465 kgDOWN: 76454 kg

MAX. CORNER REACTIONS AT BASE:

S

ection

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

T16

T17

Legs

L76x76x6

L102x102x6

L102x102x8

L102x102x10

L127x127x10

L152x152x10

L152x152x13

Leg G

rade

A572-5

0

D

iagonals

L38x38x5

L51x51x5

L51x51x6

L64x64x6

L102x102x10

D

iagonal G

rade

A36

T

op G

irts

L51x51x5

N.A

.L64x64x5

N.A

.L76x76x6

AN

.A.

M

id G

irts

L51x51x5

N.A

.L64x64x5

N.A

.

H

orizonta

lsN

.A.

BN

.A.

L102x102x6

In

ner

Bra

cin

gN

.A.

L76x76x6

F

ace W

idth

(m

)1.4

2.1

25

2.8

53.8

59

4.8

68

5.8

77

6.8

86

7.8

95

8.4

12.0

5

# P

anels

@ (

m)

9 @

212 @

35 @

61 @

31 @

12

W

eig

ht (k

g)

588.4

679.6

763.5

387.1

425.3

1037.2

1037.2

1173.9

1310.6

1310.6

1271.4

1224.3

1260.4

1692.0

1791.0

1577.7

5254.5

22784.7

CxMANTENIMIENTO 996 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 833 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.58 FT DISH (1 ANT MW Ø2.40m E) 278 FT DISH (1 ANT MW Ø2.40m E) 248 FT DISH (1 ANT MW Ø2.40m E) 188 FT DISH (1 ANT MW Ø2.40m E) 18ANT GRIP 1.0x2.50m (1 ANT GRIP E)

7.5DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATIONCxMANTENIMIENTO 99

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5

8 FT DISH (1 ANT MW Ø2.40m E) 27




ANT GRIP 1.0x2.50m (1 ANT GRIP E)

7.5

SYMBOL LISTMARK MARKSIZE SIZE

A 2L76x76x6x10 B L64x64x5

MATERIAL STRENGTHGRADE GRADEFy FyFu Fu

A572-50 344738 kPa 448159 kPa A36 248211 kPa 399896 kPa

TOWER DESIGN NOTES1. Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard.2. Deflections are based upon a 60 kph wind.3. Weld together tower sections have flange connections.4. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per

TIA/EIA-222 and AISC Specifications.5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM

A153 Standards.6. Welds are fabricated with ER-70S-6 electrodes.7. TOWER RATING: 647%

RRIISSAATToowweerr Job

TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH

Page

1 of 57

I. P. DOLMEN S.A. Calle 101 No. 70G - 25.

Project

EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.

Date

14:22:15 09/10/13

BOGOTA D.C., - COLOMBIA.

Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client

RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by

Ing. C. Londoño M.

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

Tower Input Data

The main tower is a 4x free standing tower with an overall height of 99.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.4000 m at the top and 12.0500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply:

Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC

Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.

Options

Consider Moments - Legs √ Distribute Leg Loads As Uniform √ Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments - Diagonals √ Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification √ Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios √ Use Clear Spans For KL/r √ SR Leg Bolts Resist Compression Use Code Safety Factors - Guys Retension Guys To Initial Tension √ All Leg Panels Have Same Allowable Escalate Ice √ Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients √ Consider Feedline Torque Use Special Wind Profile √ Project Wind Area of Appurt. √ Include Angle Block Shear Check √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Poles √ Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination



Page

2 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Leg C Leg D

Fac

e A

Face B

Face D

Square Tower

Fac

e C

Wind 0

Wind 90

Wind

45

Leg A Leg B

Z

X

Tower Section Geometry

Tower

Section

Tower

Elevation

m

Assembly

Database

Description Section

Width

m

Number

of

Sections

Section

Length

m

T1 99.0000-93.0000 1.4000 1 6.0000 T2 93.0000-87.0000 1.4000 1 6.0000 T3 87.0000-81.0000 1.4000 1 6.0000 T4 81.0000-78.0000 1.4000 1 3.0000 T5 78.0000-75.0000 2.1250 1 3.0000 T6 75.0000-69.0000 2.8500 1 6.0000 T7 69.0000-63.0000 2.8500 1 6.0000 T8 63.0000-57.0000 2.8500 1 6.0000 T9 57.0000-51.0000 2.8500 1 6.0000 T10 51.0000-45.0000 2.8500 1 6.0000 T11 45.0000-39.0000 2.8500 1 6.0000 T12 39.0000-33.0000 3.8590 1 6.0000 T13 33.0000-27.0000 4.8680 1 6.0000 T14 27.0000-21.0000 5.8770 1 6.0000 T15 21.0000-15.0000 6.8860 1 6.0000 T16 15.0000-12.0000 7.8950 1 3.0000 T17 12.0000-0.0000 8.4000 1 12.0000



Page

3 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower Section Geometry (cont’d)

Tower

Section

Tower

Elevation

m

Diagonal

Spacing

m

Bracing

Type

Has

K Brace

End

Panels

Has

Horizontals

Top Girt

Offset

mm

Bottom Girt

Offset

mm

T1 99.0000-93.0000 2.0000 X Brace No No 0 0 T2 93.0000-87.0000 2.0000 X Brace No No 0 0 T3 87.0000-81.0000 2.0000 X Brace No No 0 0 T4 81.0000-78.0000 3.0000 K Brace Up No Yes 0 0 T5 78.0000-75.0000 3.0000 K Brace Down No Yes 0 0 T6 75.0000-69.0000 3.0000 X Brace No No 0 0 T7 69.0000-63.0000 3.0000 X Brace No No 0 0 T8 63.0000-57.0000 3.0000 X Brace No No 0 0 T9 57.0000-51.0000 3.0000 X Brace No No 0 0 T10 51.0000-45.0000 3.0000 X Brace No No 0 0 T11 45.0000-39.0000 6.0000 X Brace No No 0 0 T12 39.0000-33.0000 6.0000 X Brace No No 0 0 T13 33.0000-27.0000 6.0000 X Brace No No 0 0 T14 27.0000-21.0000 6.0000 X Brace No No 0 0 T15 21.0000-15.0000 6.0000 X Brace No No 0 0 T16 15.0000-12.0000 3.0000 K Brace Up No Yes 0 0 T17 12.0000-0.0000 12.0000 K Brace Down No Yes 0 0


Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1 99.0000-93.0000

Equal Angle L76x76x6 A572-50 (344738 kPa)

Equal Angle L38x38x5 A36 (248211 kPa)

T2 93.0000-87.0000



T3 87.0000-81.0000



T4 81.0000-78.0000



T5 78.0000-75.0000



T6 75.0000-69.0000



T7 69.0000-63.0000



T8 63.0000-57.0000



T9 57.0000-51.0000



T10 51.0000-45.0000



T11 45.0000-39.0000



T12 39.0000-33.0000



T13 33.0000-27.0000



T14 27.0000-21.0000



T15 Equal Angle L152x152x10 A572-50 Equal Angle L64x64x6 A36



Page

4 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

21.0000-15.0000 (344738 kPa) (248211 kPa) T16

15.0000-12.0000 Equal Angle L152x152x13 A572-50

(344738 kPa) Equal Angle L64x64x6 A36

(248211 kPa) T17

12.0000-0.0000 Equal Angle L152x152x13 A572-50


(248211 kPa)


Tower

Elevation

m

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1 99.0000-93.0000


Equal Angle A36 (248211 kPa)

T2 93.0000-87.0000



T3 87.0000-81.0000



T4 81.0000-78.0000



T6 75.0000-69.0000



T7 69.0000-63.0000



T8 63.0000-57.0000



T9 57.0000-51.0000



T10 51.0000-45.0000



T11 45.0000-39.0000


Single Angle A36 (248211 kPa)

T14 27.0000-21.0000



T15 21.0000-15.0000



T16 15.0000-12.0000

Double Angle 2L76x76x6x10 A36 (248211 kPa)



Tower

Elevation

m

No.

of

Mid

Girts

Mid Girt

Type

Mid Girt

Size

Mid Girt

Grade

Horizontal

Type

Horizontal

Size

Horizontal

Grade

T1 99.0000-93.0000

2 Equal Angle L51x51x5 A36 (248211 kPa)


T2 93.0000-87.0000



T3 87.0000-81.0000



T4 None Equal Angle A36 Equal Angle L51x51x5 A36



Page

5 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

No.

of

Mid

Girts

Mid Girt

Type

Mid Girt

Size

Mid Girt

Grade

Horizontal

Type

Horizontal

Size

Horizontal

Grade

81.0000-78.0000 (248211 kPa) (248211 kPa) T5

78.0000-75.0000 None Equal Angle A36


(248211 kPa) T6

75.0000-69.0000 1 Equal Angle L64x64x5 A36

(248211 kPa) Solid Round A36

(248211 kPa) T7

69.0000-63.0000 1 Equal Angle L64x64x5 A36


(248211 kPa) T8

63.0000-57.0000 1 Equal Angle L64x64x5 A36


(248211 kPa) T9

57.0000-51.0000 1 Equal Angle L64x64x5 A36


(248211 kPa) T10

51.0000-45.0000 1 Equal Angle L64x64x5 A36


(248211 kPa) T16


(248211 kPa) Solid Round 8 A36

(248211 kPa) T17



(248211 kPa)


Tower

Elevation

m

Secondary

Horizontal Type

Secondary Horizontal

Size

Secondary

Horizontal

Grade

Inner Bracing

Type

Inner Bracing Size

Inner Bracing

Grade

T17 12.0000-0.0000

Solid Round A36 (248211 kPa)



Tower

Elevation

m

Gusset

Area

(per face)

m2

Gusset

Thickness

mm

Gusset Grade Adjust. Factor

Af

Adjust.

Factor

Ar

Weight Mult.

Double Angle

Stitch Bolt

Spacing

Diagonals

mm

Double Angle

Stitch Bolt

Spacing

Horizontals

mm

T1 99.0000-93.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T2 93.0000-87.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T3 87.0000-81.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T4 81.0000-78.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T5 78.0000-75.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T6 75.0000-69.00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0



Page

6 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

Gusset

Area

(per face)

m2

Gusset

Thickness

mm


Af

Adjust.

Factor

Ar

Weight Mult.

Double Angle

Stitch Bolt

Spacing

Diagonals

mm

Double Angle

Stitch Bolt

Spacing

Horizontals

mm

00 T7

69.0000-63.0000

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T8 63.0000-57.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T9 57.0000-51.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T10 51.0000-45.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T11 45.0000-39.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T12 39.0000-33.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T13 33.0000-27.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T14 27.0000-21.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T15 21.0000-15.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T16 15.0000-12.00

00

0.0000 0 A36 (248211 kPa)

1.3 1 1.5 0 0

T17 12.0000-0.000

0

0.0000 0 A36 (248211 kPa)

1.45 1 1.5 0 0


K Factors1

Tower

Elevation

m

Calc

K

Single

Angles

Calc

K

Solid

Rounds

Legs X

Brace

Diags

X

Y

K

Brace

Diags

X

Y

Single

Diags

X

Y

Girts

X

Y

Horiz.

X

Y

Sec.

Horiz.

X

Y

Inner

Brace

X

Y

T1 99.0000-93.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T2 93.0000-87.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T3 87.0000-81.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T4 81.0000-78.00

00

No No 0.5 1 1

1 0.5

1 1

1 0.5

1 1

1 1

1 1



Page

7 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

K Factors1

Tower

Elevation

m

Calc

K

Single

Angles

Calc

K

Solid

Rounds

Legs X

Brace

Diags

X

Y

K

Brace

Diags

X

Y

Single

Diags

X

Y

Girts

X

Y

Horiz.

X

Y

Sec.

Horiz.

X

Y

Inner

Brace

X

Y

T5 78.0000-75.00

00

No No 0.5 1 1

1 0.5

1 1

1 0.5

1 1

1 1

1 1

T6 75.0000-69.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T7 69.0000-63.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T8 63.0000-57.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T9 57.0000-51.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T10 51.0000-45.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T11 45.0000-39.00

00

No No 0.25 0.5 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T12 39.0000-33.00

00

No No 0.25 0.5 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T13 33.0000-27.00

00

No No 0.25 0.5 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T14 27.0000-21.00

00

No No 0.25 0.5 0.25

1 1

1 1

0.5 0.25

1 1

1 1

1 1

T15 21.0000-15.00

00

No No 0.25 0.5 0.25

1 1

1 1

0.5 0.25

1 1

1 1

1 1

T16 15.0000-12.00

00

No No 0.5 1 1

1 0.25

1 1

0.5 0.25

1 1

1 1

1 1

T17 12.0000-0.000

0

No No 0.125 1 1

0.25 0.125

1 1

0.5 0.25

0.5 0.25

1 1

0.5 0.5

1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to

the overall length.



Page

8 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Elevation

m

Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal

Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

T1 99.0000-93.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T2 93.0000-87.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T3 87.0000-81.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T4 81.0000-78.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T5 78.0000-75.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T6 75.0000-69.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T7 69.0000-63.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T8 63.0000-57.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T9 57.0000-51.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T10 51.0000-45.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T11 45.0000-39.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T12 39.0000-33.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T13 33.0000-27.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T14 27.0000-21.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T15 21.0000-15.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T16 15.0000-12.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T17 12.0000-0.000

0

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75



Page

9 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Elevation

m

Leg

Connection

Type


Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No.

T1 99.0000-93.00

00

Sleeve SS 16 A394T0

4 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T2 93.0000-87.00

00

Sleeve SS 16 A394T0

6 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T3 87.0000-81.00

00

Sleeve SS 16 A394T0

8 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T4 81.0000-78.00

00

Sleeve SS 16 A394T0

8 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T5 78.0000-75.00

00

Sleeve SS 16 A394T0

8 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T6 75.0000-69.00

00

Sleeve SS 16 A394T0

8 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T7 69.0000-63.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T8 63.0000-57.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T9 57.0000-51.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T10 51.0000-45.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T11 45.0000-39.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T12 39.0000-33.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T13 33.0000-27.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T14 27.0000-21.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T15 21.0000-15.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T16 15.0000-12.00

00

Sleeve SS 19 A394T0

12 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T17 12.0000-0.000

0

Sleeve SS 19 A394T0

10 16 A394T0

3 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0



Page

10 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Feed Line/Linear Appurtenances - Entered As Round Or Flat

Description Face

or

Leg

Allow

Shield

Component

Type

Placement

m

Total

Number

Number

Per Row

Clear

Spacing

mm

Width or

Diameter

mm

Perimeter

mm

Weight

kglm

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37

7/8 (1 ANT MW E)

D No Ar (CfAe) 27.0000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT MW E)

D No Ar (CfAe) 24.0000 - 0.0000 1 1 28 28 0.80

7/8 (2 ANT MW E)

D No Ar (CfAe) 18.0000 - 0.0000 2 2 28 28 0.80

7/8 (1 ANT GRIP E)

D No Ar (CfAe) 7.5000 - 0.0000 1 1 28 28 0.80



Page

11 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Feed Line/Linear Appurtenances Section Areas

Tower

Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

T1 99.0000-93.0000 A B C D

0.000 0.000 0.000 0.177

0.000 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 4.46

T2 93.0000-87.0000 A B C D

0.000 0.000 0.000 0.707

0.000 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 17.86

T3 87.0000-81.0000 A B C D

0.000 0.000 0.000 1.179

0.000 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 29.76

T4 81.0000-78.0000 A B C D

0.000 0.000 0.000 0.707

0.000 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 17.86

T5 78.0000-75.0000 A B C D

0.000 0.000 0.000 0.707

0.000 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 17.86

T6 75.0000-69.0000 A B C D

0.000 0.000 0.000 1.503

0.000 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 37.95

T7 69.0000-63.0000 A B C D

0.000 0.000 0.000 1.753

0.000 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 44.27

T8 63.0000-57.0000 A B C D

0.000 0.000 0.000 1.768

0.000 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 44.64

T9 57.0000-51.0000 A B C D

0.000 0.000 0.000 1.768

0.000 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 44.64

T10 51.0000-45.0000 A B C D

0.000 0.000 0.000 1.768

0.000 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 44.64

T11 45.0000-39.0000 A B C D

0.000 0.000 0.000 1.768

0.000 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 44.64

T12 39.0000-33.0000 A B C D

0.000 0.000 0.000 1.768

0.000 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 44.64

T13 33.0000-27.0000 A B C D

0.000 0.000 0.000 1.768

0.000 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 44.64

T14 27.0000-21.0000 A B C D

0.000 0.000 0.000 2.022

0.000 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 51.88



Page

12 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

T15 21.0000-15.0000 A B C D

0.000 0.000 0.000 2.275

0.000 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 59.11

T16 15.0000-12.0000 A B C D

0.000 0.000 0.000 1.222

0.000 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 31.97

T17 12.0000-0.0000 A B C D

0.000 0.000 0.000 5.100

0.000 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

133.89

Feed Line Center of Pressure

Section Elevation

m

CPX

mm

CPZ

mm

CPX

Ice

mm

CPZ

Ice

mm

T1 99.0000-93.0000 0 17 0 17 T2 93.0000-87.0000 0 54 0 54 T3 87.0000-81.0000 0 86 0 86 T4 81.0000-78.0000 0 125 0 125 T5 78.0000-75.0000 0 163 0 163 T6 75.0000-69.0000 0 180 0 180 T7 69.0000-63.0000 0 205 0 205 T8 63.0000-57.0000 0 187 0 187 T9 57.0000-51.0000 0 171 0 171

T10 51.0000-45.0000 0 171 0 171 T11 45.0000-39.0000 0 203 0 203 T12 39.0000-33.0000 0 274 0 274 T13 33.0000-27.0000 0 330 0 330 T14 27.0000-21.0000 0 356 0 356 T15 21.0000-15.0000 0 438 0 438 T16 15.0000-12.0000 0 406 0 406 T17 12.0000-0.0000 0 552 0 552

User Defined Loads

Description Elevation

m

Offset

From

Centroid

m

Azimuth

Angle

°

Weight

kg

Fx

kg

Fz

kg

Wind Force

kg

CAAC

m2

CxMANTENIMIENTO 99.0000 0.0000 0.0000 No Ice Service

320.00 320.00

0.00 0.00

0.00 0.00

0.00

0.00

0.0000 0.0000



Page

13 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Discrete Tower Loads

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

m

m

m

Azimuth

Adjustment

°

Placement

m

CAAA

Front

m2

CAAA

Side

m2

Weight

kg

6 ANT TV 0.20x0.80m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.25x1.0m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

3 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m B From Face 0.0000 0.0000 72.0000 No Ice 0.4500 0.1200 36.00



Page

14 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

m

m

m

Azimuth

Adjustment

°

Placement

m

CAAA

Front

m2

CAAA

Side

m2

Weight

kg

(E) 0.0000 0.0000

3 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

Dishes

Description Face

or

Leg

Dish

Type

Offset

Type

Offsets:

Horz

Lateral

Vert

m

Azimuth

Adjustment

°

3 dB

Beam

Width

°

Elevation

m

Outside

Diameter

m

Aperture

Area

m2

Weight

kg

8 FT DISH (1 ANT MW Ø2.40m

E)

B Paraboloid w/o Radome

From Leg

0.3000 0.0000 0.0000

Worst 27.0000 2.4384 No Ice 4.6730 113.85


E)

D Paraboloid w/o Radome

From Leg

0.3000 0.0000 0.0000

Worst 24.0000 2.4384 No Ice 4.6730 113.85


E)

C Paraboloid w/o Radome

From Leg

0.3000 0.0000 0.0000

Worst 18.0000 2.4384 No Ice 4.6730 113.85


E)


From Leg

0.3000 0.0000 0.0000

Worst 18.0000 2.4384 No Ice 4.6730 113.85

ANT GRIP 1.0x2.50m

(1 ANT GRIP E)

C Grid From Leg

0.3000 0.0000 0.0000

Worst 7.5000 1.8000 No Ice 2.5447 45.00



Page

15 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower Pressures - No Ice

GH = 1.083

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T1 99.0000-93.00

00

96.0000 1.905 1.30 8.659 A B C D

1.808 1.808 1.808 1.808

0.000 0.000 0.000 0.177

0.914 50.57 50.57 50.57 46.06

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 93.0000-87.00

00

90.0000 1.87 1.27 8.737 A B C D

2.131 2.131 2.131 2.131

0.000 0.000 0.000 0.707

1.219 57.20 57.20 57.20 42.95

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 87.0000-81.00

00

84.0000 1.834 1.25 8.743 A B C D

2.128 2.128 2.128 2.128

0.000 0.000 0.000 1.179

1.219 57.29 57.29 57.29 36.87

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 81.0000-78.00

00

79.5000 1.805 1.23 5.460 A B C D

1.077 1.077 1.077 1.077

0.000 0.000 0.000 0.707

0.618 57.41 57.41 57.41 34.66

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 78.0000-75.00

00

76.5000 1.785 1.22 7.635 A B C D

1.182 1.182 1.182 1.182

0.000 0.000 0.000 0.707

0.618 52.32 52.32 52.32 32.73

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 75.0000-69.00

00

72.0000 1.755 1.20 17.445 A B C D

2.617 2.617 2.617 2.617

0.000 0.000 0.000 1.503

1.219 46.59 46.59 46.59 29.59

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 69.0000-63.00

00

66.0000 1.712 1.17 17.445 A B C D

2.617 2.617 2.617 2.617

0.000 0.000 0.000 1.753

1.219 46.59 46.59 46.59 27.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 63.0000-57.00

00

60.0000 1.666 1.14 17.523 A B C D

2.944 2.944 2.944 2.944

0.000 0.000 0.000 1.768

1.524 51.76 51.76 51.76 32.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 57.0000-51.00

00

54.0000 1.616 1.10 17.599 A B C D

3.268 3.268 3.268 3.268

0.000 0.000 0.000 1.768

1.829 55.96 55.96 55.96 36.32

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T10 51.0000-45.00

00

48.0000 1.563 1.07 17.599 A B C D

3.264 3.264 3.264 3.264

0.000 0.000 0.000 1.768

1.829 56.03 56.03 56.03 36.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T11 45.0000-39.00

00

42.0000 1.504 1.03 20.628 A B C D

3.218 3.218 3.218 3.218

0.000 0.000 0.000 1.768

1.842 57.23 57.23 57.23 36.94

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T12 39.0000-33.00

00

36.0000 1.44 0.98 26.682 A B C D

3.085 3.085 3.085 3.085

0.000 0.000 0.000 1.768

1.842 59.69 59.69 59.69 37.95

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T13 33.0000-27.00

00

30.0000 1.366 0.93 32.736 A B C D

3.166 3.166 3.166 3.166

0.000 0.000 0.000 1.768

1.842 58.17 58.17 58.17 37.33

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T14 24.0000 1.282 0.87 38.790 A 4.039 0.000 1.842 45.60 0.000 0.000



Page

16 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

27.0000-21.0000

B C D

4.039 4.039 4.039

0.000 0.000 2.022

45.60 45.60 30.39

0.000 0.000 0.000

0.000 0.000 0.000

T15 21.0000-15.00

00

18.0000 1.181 0.80 44.844 A B C D

4.249 4.249 4.249 4.249

0.000 0.000 0.000 2.275

1.842 43.35 43.35 43.35 28.23

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T16 15.0000-12.00

00

13.5000 1.088 0.74 24.700 A B C D

2.768 2.768 2.768 2.768

0.000 0.000 0.000 1.222

0.921 33.27 33.27 33.27 23.08

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T17 12.0000-0.000

0

6.0000 1 0.68 123.738 A B C D

10.584 10.584 10.584 10.584

0.000 0.000 0.000 5.100

3.741 35.35 35.35 35.35 23.85

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

Tower Pressure - Service

GH = 1.083

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T1 99.0000-93.00

00

96.0000 1.905 0.32 8.659 A B C D

1.808 1.808 1.808 1.808

0.000 0.000 0.000 0.177

0.914 50.57 50.57 50.57 46.06

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 93.0000-87.00

00

90.0000 1.87 0.32 8.737 A B C D

2.131 2.131 2.131 2.131

0.000 0.000 0.000 0.707

1.219 57.20 57.20 57.20 42.95

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 87.0000-81.00

00

84.0000 1.834 0.31 8.743 A B C D

2.128 2.128 2.128 2.128

0.000 0.000 0.000 1.179

1.219 57.29 57.29 57.29 36.87

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 81.0000-78.00

00

79.5000 1.805 0.31 5.460 A B C D

1.077 1.077 1.077 1.077

0.000 0.000 0.000 0.707

0.618 57.41 57.41 57.41 34.66

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 78.0000-75.00

00

76.5000 1.785 0.30 7.635 A B C D

1.182 1.182 1.182 1.182

0.000 0.000 0.000 0.707

0.618 52.32 52.32 52.32 32.73

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 75.0000-69.00

00

72.0000 1.755 0.30 17.445 A B C D

2.617 2.617 2.617 2.617

0.000 0.000 0.000 1.503

1.219 46.59 46.59 46.59 29.59

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 69.0000-63.00

00

66.0000 1.712 0.29 17.445 A B C D

2.617 2.617 2.617 2.617

0.000 0.000 0.000 1.753

1.219 46.59 46.59 46.59 27.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 63.0000-57.00

00

60.0000 1.666 0.28 17.523 A B C D

2.944 2.944 2.944 2.944

0.000 0.000 0.000 1.768

1.524 51.76 51.76 51.76 32.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000



Page

17 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T9 57.0000-51.00

00

54.0000 1.616 0.28 17.599 A B C D

3.268 3.268 3.268 3.268

0.000 0.000 0.000 1.768

1.829 55.96 55.96 55.96 36.32

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T10 51.0000-45.00

00

48.0000 1.563 0.27 17.599 A B C D

3.264 3.264 3.264 3.264

0.000 0.000 0.000 1.768

1.829 56.03 56.03 56.03 36.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T11 45.0000-39.00

00

42.0000 1.504 0.26 20.628 A B C D

3.218 3.218 3.218 3.218

0.000 0.000 0.000 1.768

1.842 57.23 57.23 57.23 36.94

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T12 39.0000-33.00

00

36.0000 1.44 0.25 26.682 A B C D

3.085 3.085 3.085 3.085

0.000 0.000 0.000 1.768

1.842 59.69 59.69 59.69 37.95

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T13 33.0000-27.00

00

30.0000 1.366 0.23 32.736 A B C D

3.166 3.166 3.166 3.166

0.000 0.000 0.000 1.768

1.842 58.17 58.17 58.17 37.33

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T14 27.0000-21.00

00

24.0000 1.282 0.22 38.790 A B C D

4.039 4.039 4.039 4.039

0.000 0.000 0.000 2.022

1.842 45.60 45.60 45.60 30.39

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T15 21.0000-15.00

00

18.0000 1.181 0.20 44.844 A B C D

4.249 4.249 4.249 4.249

0.000 0.000 0.000 2.275

1.842 43.35 43.35 43.35 28.23

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T16 15.0000-12.00

00

13.5000 1.088 0.19 24.700 A B C D

2.768 2.768 2.768 2.768

0.000 0.000 0.000 1.222

0.921 33.27 33.27 33.27 23.08

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T17 12.0000-0.000

0

6.0000 1 0.17 123.738 A B C D

10.584 10.584 10.584 10.584

0.000 0.000 0.000 5.100

3.741 35.35 35.35 35.35 23.85

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

Tower Forces - No Ice - Wind Normal To Face

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 99.0000-93.00

00

4.46 588.45 A B C D

0.209 0.209 0.209 0.229

2.942 2.942 2.942 2.858

0.592 0.592 0.592 0.597

1 1 1 1

1 1 1 1

1.808 1.808 1.808 1.914

784.00 130.67 D

T2 93.0000-87.00

00

17.86 679.60 A B C D

0.244 0.244 0.244 0.325

2.799 2.799 2.799 2.505

0.6 0.6 0.6

0.624

1 1 1 1

1 1 1 1

2.131 2.131 2.131 2.573

907.05 151.18 D

T3 87.0000-81.00

00

29.76 763.46 A B C D

0.243 0.243 0.243 0.378

2.801 2.801 2.801 2.341

0.6 0.6 0.6

0.643

1 1 1 1

1 1 1 1

2.128 2.128 2.128 2.886

932.11 155.35 D

T4 81.0000-78.00

17.86 387.12 A B

0.197 0.197

2.992 2.992

0.59 0.59

1 1

1 1

1.077 1.077

515.56 171.85 D



Page

18 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

00 C D

0.197 0.327

2.992 2.499

0.59 0.624

1 1

1 1

1.077 1.519

T5 78.0000-75.00

00

17.86 425.33 A B C D

0.155 0.155 0.155 0.247

3.182 3.182 3.182 2.785

0.582 0.582 0.582 0.601

1 1 1 1

1 1 1 1

1.182 1.182 1.182 1.607

601.38 200.46 D

T6 75.0000-69.00

00

37.95 1037.16 A B C D

0.15 0.15 0.15

0.236

3.205 3.205 3.205

2.83

0.581 0.581 0.581 0.598

1 1 1 1

1 1 1 1

2.617 2.617 2.617 3.516

1313.86 218.98 D

T7 69.0000-63.00

00

44.27 1037.16 A B C D

0.15 0.15 0.15

0.251

3.205 3.205 3.205 2.773

0.581 0.581 0.581 0.602

1 1 1 1

1 1 1 1

2.617 2.617 2.617 3.672

1311.65 218.61 D

T8 63.0000-57.00

00

44.64 1173.89 A B C D

0.168 0.168 0.168 0.269

3.122 3.122 3.122 2.703

0.584 0.584 0.584 0.607

1 1 1 1

1 1 1 1

2.944 2.944 2.944 4.017

1360.85 226.81 D

T9 57.0000-51.00

00

44.64 1310.62 A B C D

0.186 0.186 0.186 0.286

3.042 3.042 3.042 2.639

0.588 0.588 0.588 0.612

1 1 1 1

1 1 1 1

3.268 3.268 3.268 4.349

1396.14 232.69 D

T10 51.0000-45.00

00

44.64 1310.62 A B C D

0.185 0.185 0.185 0.286

3.043 3.043 3.043

2.64

0.588 0.588 0.588 0.612

1 1 1 1

1 1 1 1

3.264 3.264 3.264 4.345

1349.11 224.85 D

T11 45.0000-39.00

00

44.64 1271.41 A B C D

0.156 0.156 0.156 0.242

3.177 3.177 3.177 2.808

0.582 0.582 0.582

0.6

1 1 1 1

1 1 1 1

3.218 3.218 3.218 4.279

1359.76 226.63 D

T12 39.0000-33.00

00

44.64 1224.28 A B C D

0.116 0.116 0.116 0.182

3.371 3.371 3.371 3.059

0.577 0.577 0.577 0.587

1 1 1 1

1 1 1 1

3.085 3.085 3.085 4.123

1366.14 227.69 D

T13 33.0000-27.00

00

44.64 1260.39 A B C D

0.097 0.097 0.097 0.151

3.467 3.467 3.467 3.202

0.575 0.575 0.575 0.582

1 1 1 1

1 1 1 1

3.166 3.166 3.166 4.194

1380.72 230.12 D

T14 27.0000-21.00

00

51.88 1692.01 A B C D

0.104 0.104 0.104 0.156

3.429 3.429 3.429 3.176

0.576 0.576 0.576 0.582

1 1 1 1

1 1 1 1

4.039 4.039 4.039 5.216

1598.13 266.35 D

T15 21.0000-15.00

00

59.11 1791.05 A B C D

0.095 0.095 0.095 0.145

3.477 3.477 3.477 3.226

0.575 0.575 0.575 0.581

1 1 1 1

1 1 1 1

4.249 4.249 4.249 5.570

1596.88 266.15 D

T16 15.0000-12.00

00

31.97 1577.66 A B C D

0.112 0.112 0.112 0.162

3.389 3.389 3.389 3.151

0.576 0.576 0.576 0.583

1 1 1 1

1 1 1 1

2.768 2.768 2.768 3.481

897.79 299.26 D

T17 12.0000-0.000

0

133.89 5254.48 A B C D

0.086 0.086 0.086 0.127

3.525 3.525 3.525 3.316

0.574 0.574 0.574 0.578

1 1 1 1

1 1 1 1

10.584 10.584 10.584 13.533

3377.18 281.43 D

Sum Weight: 714.74 22784.67 OTM 972348 kg-m

22048.29



Page

19 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower Forces - No Ice - Wind 45 To Face

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 99.0000-93.00

00

4.46 588.45 A B C D

0.209 0.209 0.209 0.229

2.942 2.942 2.942 2.858

0.592 0.592 0.592 0.597

1.157 1.157 1.157 1.172

1.157 1.157 1.157 1.172

2.091 2.091 2.091 2.243

918.79 153.13 D

T2 93.0000-87.00

00

17.86 679.60 A B C D

0.244 0.244 0.244 0.325

2.799 2.799 2.799 2.505

0.6 0.6 0.6

0.624

1.183 1.183 1.183

1.2

1.183 1.183 1.183

1.2

2.521 2.521 2.521 3.087

1088.46 181.41 D

T3 87.0000-81.00

00

29.76 763.46 A B C D

0.243 0.243 0.243 0.378

2.801 2.801 2.801 2.341

0.6 0.6 0.6

0.643

1.183 1.183 1.183

1.2

1.183 1.183 1.183

1.2

2.517 2.517 2.517 3.463

1118.53 186.42 D

T4 81.0000-78.00

00

17.86 387.12 A B C D

0.197 0.197 0.197 0.327

2.992 2.992 2.992 2.499

0.59 0.59 0.59

0.624

1.148 1.148 1.148

1.2

1.148 1.148 1.148

1.2

1.237 1.237 1.237 1.822

618.67 206.22 D

T5 78.0000-75.00

00

17.86 425.33 A B C D

0.155 0.155 0.155 0.247

3.182 3.182 3.182 2.785

0.582 0.582 0.582 0.601

1.116 1.116 1.116 1.186

1.116 1.116 1.116 1.186

1.319 1.319 1.319 1.906

712.98 237.66 D

T6 75.0000-69.00

00

37.95 1037.16 A B C D

0.15 0.15 0.15

0.236

3.205 3.205 3.205

2.83

0.581 0.581 0.581 0.598

1.113 1.113 1.113 1.177

1.113 1.113 1.113 1.177

2.911 2.911 2.911 4.139

1546.56 257.76 D

T7 69.0000-63.00

00

44.27 1037.16 A B C D

0.15 0.15 0.15

0.251

3.205 3.205 3.205 2.773

0.581 0.581 0.581 0.602

1.113 1.113 1.113 1.188

1.113 1.113 1.113 1.188

2.911 2.911 2.911 4.362

1558.09 259.68 D

T8 63.0000-57.00

00

44.64 1173.89 A B C D

0.168 0.168 0.168 0.269

3.122 3.122 3.122 2.703

0.584 0.584 0.584 0.607

1.126 1.126 1.126

1.2

1.126 1.126 1.126

1.2

3.315 3.315 3.315 4.821

1633.02 272.17 D

T9 57.0000-51.00

00

44.64 1310.62 A B C D

0.186 0.186 0.186 0.286

3.042 3.042 3.042 2.639

0.588 0.588 0.588 0.612

1.139 1.139 1.139

1.2

1.139 1.139 1.139

1.2

3.723 3.723 3.723 5.219

1675.37 279.23 D

T10 51.0000-45.00

00

44.64 1310.62 A B C D

0.185 0.185 0.185 0.286

3.043 3.043 3.043

2.64

0.588 0.588 0.588 0.612

1.139 1.139 1.139

1.2

1.139 1.139 1.139

1.2

3.718 3.718 3.718 5.214

1618.94 269.82 D

T11 45.0000-39.00

00

44.64 1271.41 A B C D

0.156 0.156 0.156 0.242

3.177 3.177 3.177 2.808

0.582 0.582 0.582

0.6

1.117 1.117 1.117 1.181

1.117 1.117 1.117 1.181

3.595 3.595 3.595 5.054

1606.26 267.71 D

T12 39.0000-33.00

00

44.64 1224.28 A B C D

0.116 0.116 0.116 0.182

3.371 3.371 3.371 3.059

0.577 0.577 0.577 0.587

1.087 1.087 1.087 1.136

1.087 1.087 1.087 1.136

3.353 3.353 3.353 4.685

1552.49 258.75 D

T13 33.0000-27.00

00

44.64 1260.39 A B C D

0.097 0.097 0.097 0.151

3.467 3.467 3.467 3.202

0.575 0.575 0.575 0.582

1.073 1.073 1.073 1.113

1.073 1.073 1.073 1.113

3.396 3.396 3.396 4.668

1536.80 256.13 D

T14 27.0000-21.00

00

51.88 1692.01 A B C D

0.104 0.104 0.104 0.156

3.429 3.429 3.429 3.176

0.576 0.576 0.576 0.582

1.078 1.078 1.078 1.117

1.078 1.078 1.078 1.117

4.354 4.354 4.354 5.827

1785.39 297.57 D

T15 59.11 1791.05 A 0.095 3.477 0.575 1.071 1.071 4.551 1771.12 295.19 D



Page

20 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

21.0000-15.0000

B C D

0.095 0.095 0.145

3.477 3.477 3.226

0.575 0.575 0.581

1.071 1.071 1.109

1.071 1.071 1.109

4.551 4.551 6.178

T16 15.0000-12.00

00

31.97 1577.66 A B C D

0.112 0.112 0.112 0.162

3.389 3.389 3.389 3.151

0.576 0.576 0.576 0.583

1.084 1.084 1.084 1.121

1.084 1.084 1.084 1.121

3.001 3.001 3.001 3.903

1006.57 335.52 D

T17 12.0000-0.000

0

133.89 5254.48 A B C D

0.086 0.086 0.086 0.127

3.525 3.525 3.525 3.316

0.574 0.574 0.574 0.578

1.064 1.064 1.064 1.095

1.064 1.064 1.064 1.095

11.263 11.263 11.263 14.820

3698.25 308.19 D


25446.27

Tower Forces - Service - Wind Normal To Face

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 99.0000-93.00

00

4.46 588.45 A B C D

0.209 0.209 0.209 0.229

2.942 2.942 2.942 2.858

0.592 0.592 0.592 0.597

1 1 1 1

1 1 1 1

1.808 1.808 1.808 1.914

196.00 32.67 D

T2 93.0000-87.00

00

17.86 679.60 A B C D

0.244 0.244 0.244 0.325

2.799 2.799 2.799 2.505

0.6 0.6 0.6

0.624

1 1 1 1

1 1 1 1

2.131 2.131 2.131 2.573

226.76 37.79 D

T3 87.0000-81.00

00

29.76 763.46 A B C D

0.243 0.243 0.243 0.378

2.801 2.801 2.801 2.341

0.6 0.6 0.6

0.643

1 1 1 1

1 1 1 1

2.128 2.128 2.128 2.886

233.03 38.84 D

T4 81.0000-78.00

00

17.86 387.12 A B C D

0.197 0.197 0.197 0.327

2.992 2.992 2.992 2.499

0.59 0.59 0.59

0.624

1 1 1 1

1 1 1 1

1.077 1.077 1.077 1.519

128.89 42.96 D

T5 78.0000-75.00

00

17.86 425.33 A B C D

0.155 0.155 0.155 0.247

3.182 3.182 3.182 2.785

0.582 0.582 0.582 0.601

1 1 1 1

1 1 1 1

1.182 1.182 1.182 1.607

150.34 50.11 D

T6 75.0000-69.00

00

37.95 1037.16 A B C D

0.15 0.15 0.15

0.236

3.205 3.205 3.205

2.83

0.581 0.581 0.581 0.598

1 1 1 1

1 1 1 1

2.617 2.617 2.617 3.516

328.46 54.74 D

T7 69.0000-63.00

00

44.27 1037.16 A B C D

0.15 0.15 0.15

0.251

3.205 3.205 3.205 2.773

0.581 0.581 0.581 0.602

1 1 1 1

1 1 1 1

2.617 2.617 2.617 3.672

327.91 54.65 D

T8 63.0000-57.00

00

44.64 1173.89 A B C D

0.168 0.168 0.168 0.269

3.122 3.122 3.122 2.703

0.584 0.584 0.584 0.607

1 1 1 1

1 1 1 1

2.944 2.944 2.944 4.017

340.21 56.70 D

T9 57.0000-51.00

00

44.64 1310.62 A B C D

0.186 0.186 0.186 0.286

3.042 3.042 3.042 2.639

0.588 0.588 0.588 0.612

1 1 1 1

1 1 1 1

3.268 3.268 3.268 4.349

349.03 58.17 D



Page

21 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T10 51.0000-45.00

00

44.64 1310.62 A B C D

0.185 0.185 0.185 0.286

3.043 3.043 3.043

2.64

0.588 0.588 0.588 0.612

1 1 1 1

1 1 1 1

3.264 3.264 3.264 4.345

337.28 56.21 D

T11 45.0000-39.00

00

44.64 1271.41 A B C D

0.156 0.156 0.156 0.242

3.177 3.177 3.177 2.808

0.582 0.582 0.582

0.6

1 1 1 1

1 1 1 1

3.218 3.218 3.218 4.279

339.94 56.66 D

T12 39.0000-33.00

00

44.64 1224.28 A B C D

0.116 0.116 0.116 0.182

3.371 3.371 3.371 3.059

0.577 0.577 0.577 0.587

1 1 1 1

1 1 1 1

3.085 3.085 3.085 4.123

341.53 56.92 D

T13 33.0000-27.00

00

44.64 1260.39 A B C D

0.097 0.097 0.097 0.151

3.467 3.467 3.467 3.202

0.575 0.575 0.575 0.582

1 1 1 1

1 1 1 1

3.166 3.166 3.166 4.194

345.18 57.53 D

T14 27.0000-21.00

00

51.88 1692.01 A B C D

0.104 0.104 0.104 0.156

3.429 3.429 3.429 3.176

0.576 0.576 0.576 0.582

1 1 1 1

1 1 1 1

4.039 4.039 4.039 5.216

399.53 66.59 D

T15 21.0000-15.00

00

59.11 1791.05 A B C D

0.095 0.095 0.095 0.145

3.477 3.477 3.477 3.226

0.575 0.575 0.575 0.581

1 1 1 1

1 1 1 1

4.249 4.249 4.249 5.570

399.22 66.54 D

T16 15.0000-12.00

00

31.97 1577.66 A B C D

0.112 0.112 0.112 0.162

3.389 3.389 3.389 3.151

0.576 0.576 0.576 0.583

1 1 1 1

1 1 1 1

2.768 2.768 2.768 3.481

224.45 74.82 D

T17 12.0000-0.000

0

133.89 5254.48 A B C D

0.086 0.086 0.086 0.127

3.525 3.525 3.525 3.316

0.574 0.574 0.574 0.578

1 1 1 1

1 1 1 1

10.584 10.584 10.584 13.533

844.30 70.36 D


5512.07

Tower Forces - Service - Wind 45 To Face

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 99.0000-93.00

00

4.46 588.45 A B C D

0.209 0.209 0.209 0.229

2.942 2.942 2.942 2.858

0.592 0.592 0.592 0.597

1.157 1.157 1.157 1.172

1.157 1.157 1.157 1.172

2.091 2.091 2.091 2.243

229.70 38.28 D

T2 93.0000-87.00

00

17.86 679.60 A B C D

0.244 0.244 0.244 0.325

2.799 2.799 2.799 2.505

0.6 0.6 0.6

0.624

1.183 1.183 1.183

1.2

1.183 1.183 1.183

1.2

2.521 2.521 2.521 3.087

272.12 45.35 D

T3 87.0000-81.00

00

29.76 763.46 A B C D

0.243 0.243 0.243 0.378

2.801 2.801 2.801 2.341

0.6 0.6 0.6

0.643

1.183 1.183 1.183

1.2

1.183 1.183 1.183

1.2

2.517 2.517 2.517 3.463

279.63 46.61 D

T4 81.0000-78.00

00

17.86 387.12 A B C

0.197 0.197 0.197

2.992 2.992 2.992

0.59 0.59 0.59

1.148 1.148 1.148

1.148 1.148 1.148

1.237 1.237 1.237

154.67 51.56 D



Page

22 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

D 0.327 2.499 0.624 1.2 1.2 1.822 T5

78.0000-75.0000

17.86 425.33 A B C D

0.155 0.155 0.155 0.247

3.182 3.182 3.182 2.785

0.582 0.582 0.582 0.601

1.116 1.116 1.116 1.186

1.116 1.116 1.116 1.186

1.319 1.319 1.319 1.906

178.25 59.42 D

T6 75.0000-69.00

00

37.95 1037.16 A B C D

0.15 0.15 0.15

0.236

3.205 3.205 3.205

2.83

0.581 0.581 0.581 0.598

1.113 1.113 1.113 1.177

1.113 1.113 1.113 1.177

2.911 2.911 2.911 4.139

386.64 64.44 D

T7 69.0000-63.00

00

44.27 1037.16 A B C D

0.15 0.15 0.15

0.251

3.205 3.205 3.205 2.773

0.581 0.581 0.581 0.602

1.113 1.113 1.113 1.188

1.113 1.113 1.113 1.188

2.911 2.911 2.911 4.362

389.52 64.92 D

T8 63.0000-57.00

00

44.64 1173.89 A B C D

0.168 0.168 0.168 0.269

3.122 3.122 3.122 2.703

0.584 0.584 0.584 0.607

1.126 1.126 1.126

1.2

1.126 1.126 1.126

1.2

3.315 3.315 3.315 4.821

408.25 68.04 D

T9 57.0000-51.00

00

44.64 1310.62 A B C D

0.186 0.186 0.186 0.286

3.042 3.042 3.042 2.639

0.588 0.588 0.588 0.612

1.139 1.139 1.139

1.2

1.139 1.139 1.139

1.2

3.723 3.723 3.723 5.219

418.84 69.81 D

T10 51.0000-45.00

00

44.64 1310.62 A B C D

0.185 0.185 0.185 0.286

3.043 3.043 3.043

2.64

0.588 0.588 0.588 0.612

1.139 1.139 1.139

1.2

1.139 1.139 1.139

1.2

3.718 3.718 3.718 5.214

404.73 67.46 D

T11 45.0000-39.00

00

44.64 1271.41 A B C D

0.156 0.156 0.156 0.242

3.177 3.177 3.177 2.808

0.582 0.582 0.582

0.6

1.117 1.117 1.117 1.181

1.117 1.117 1.117 1.181

3.595 3.595 3.595 5.054

401.56 66.93 D

T12 39.0000-33.00

00

44.64 1224.28 A B C D

0.116 0.116 0.116 0.182

3.371 3.371 3.371 3.059

0.577 0.577 0.577 0.587

1.087 1.087 1.087 1.136

1.087 1.087 1.087 1.136

3.353 3.353 3.353 4.685

388.12 64.69 D

T13 33.0000-27.00

00

44.64 1260.39 A B C D

0.097 0.097 0.097 0.151

3.467 3.467 3.467 3.202

0.575 0.575 0.575 0.582

1.073 1.073 1.073 1.113

1.073 1.073 1.073 1.113

3.396 3.396 3.396 4.668

384.20 64.03 D

T14 27.0000-21.00

00

51.88 1692.01 A B C D

0.104 0.104 0.104 0.156

3.429 3.429 3.429 3.176

0.576 0.576 0.576 0.582

1.078 1.078 1.078 1.117

1.078 1.078 1.078 1.117

4.354 4.354 4.354 5.827

446.35 74.39 D

T15 21.0000-15.00

00

59.11 1791.05 A B C D

0.095 0.095 0.095 0.145

3.477 3.477 3.477 3.226

0.575 0.575 0.575 0.581

1.071 1.071 1.071 1.109

1.071 1.071 1.071 1.109

4.551 4.551 4.551 6.178

442.78 73.80 D

T16 15.0000-12.00

00

31.97 1577.66 A B C D

0.112 0.112 0.112 0.162

3.389 3.389 3.389 3.151

0.576 0.576 0.576 0.583

1.084 1.084 1.084 1.121

1.084 1.084 1.084 1.121

3.001 3.001 3.001 3.903

251.64 83.88 D

T17 12.0000-0.000

0

133.89 5254.48 A B C D

0.086 0.086 0.086 0.127

3.525 3.525 3.525 3.316

0.574 0.574 0.574 0.578

1.064 1.064 1.064 1.095

1.064 1.064 1.064 1.095

11.263 11.263 11.263 14.820

924.56 77.05 D


6361.57



Page

23 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Mast Vectors - No Ice

Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 99.0000-93.0000 0 Wind Normal 784.00 0.00 -784.00 -75261 0 0

45 Wind 90 918.79 649.68 -649.68 -62366 -62369 11 90 Wind Normal 784.00 784.00 0.00 3 -75264 13

T2 93.0000-87.0000 0 Wind Normal 907.05 0.00 -907.05 -81622 0 0 45 Wind 90 1088.46 769.66 -769.66 -69257 -69269 42 90 Wind Normal 907.05 907.05 0.00 13 -81635 49


















Page

24 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Mast Totals - No Ice

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -22048.29 -970466 0 0

45 17993.23 -17993.23 -807160 -809042 4917 90 22048.29 0.00 1882 -972348 6140

Mast Vectors - Service

Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 99.0000-93.0000 0 Wind Normal 196.00 0.00 -196.00 -18813 0 0

45 Wind 90 229.70 162.42 -162.42 -15589 -15592 3 90 Wind Normal 196.00 196.00 0.00 3 -18816 3














T15 21.0000-15.0000 0 Wind Normal 399.22 0.00 -399.22 -6966 0 0



Page

25 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 45 Wind 90 442.78 313.09 -313.09 -5416 -5636 137 90 Wind Normal 399.22 399.22 0.00 220 -7186 175



Mast Totals - Service

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -5512.07 -241205 0 0

45 4498.31 -4498.31 -200379 -202261 1229 90 5512.07 0.00 1882 -243087 1535

Discrete Appurtenance Pressures - No Ice GH = 1.083

Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 1.25 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 1.18 0.4500 0.1200 Sum

Weight: 1152.00



Page

26 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Discrete Appurtenance Vectors - No Ice

6 ANT TV 0.20x0.80m - Elevation 96 - From Face A

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.50 0.00 -21.50 -2064 62 -28

45 60.82 15.21 60.82 -15.21 -1460 -5776 -20 90 86.01 0.00 86.01 0.00 0 -8195 0

6 ANT TV 0.20x0.80m - Elevation 96 - From Face B

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 86.01 0.00 0.00 -86.01 -8291 0 0

45 60.82 15.21 15.21 -60.82 -5872 -1460 -11 90 0.00 21.50 21.50 0.00 -34 -2064 -15

6 ANT TV 0.20x0.80m - Elevation 96 - From Face C

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.50 0.00 -21.50 -2064 -62 28

45 60.82 15.21 60.82 -15.21 -1460 -5901 20 90 86.01 0.00 86.01 0.00 0 -8320 0

6 ANT TV 0.20x0.80m - Elevation 96 - From Face D

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 86.01 0.00 0.00 -86.01 -8224 0 0

45 60.82 15.21 15.21 -60.82 -5805 -1460 11 90 0.00 21.50 21.50 0.00 34 -2064 15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.24 0.00 -21.24 -1954 62 -28

45 60.09 15.02 60.09 -15.02 -1382 -5465 -20 90 84.97 0.00 84.97 0.00 0 -7755 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 84.97 0.00 0.00 -84.97 -7851 0 0

45 60.09 15.02 15.02 -60.09 -5561 -1382 -11 90 0.00 21.24 21.24 0.00 -34 -1954 -15



Page

27 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.24 0.00 -21.24 -1954 -62 28

45 60.09 15.02 60.09 -15.02 -1382 -5590 20 90 84.97 0.00 84.97 0.00 0 -7880 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 84.97 0.00 0.00 -84.97 -7784 0 0

45 60.09 15.02 15.02 -60.09 -5494 -1382 11 90 0.00 21.24 21.24 0.00 34 -1954 15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 25.17 0.00 -25.17 -2215 78 -33

45 71.19 17.80 71.19 -17.80 -1566 -6187 -23 90 100.68 0.00 100.68 0.00 0 -8782 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 100.68 0.00 0.00 -100.68 -8902 0 0

45 71.19 17.80 17.80 -71.19 -6307 -1566 -12 90 0.00 25.17 25.17 0.00 -42 -2215 -18


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 25.17 0.00 -25.17 -2215 -78 33

45 71.19 17.80 71.19 -17.80 -1566 -6343 23 90 100.68 0.00 100.68 0.00 0 -8938 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 100.68 0.00 0.00 -100.68 -8818 0 0

45 71.19 17.80 17.80 -71.19 -6223 -1566 12 90 0.00 25.17 25.17 0.00 42 -2215 18



Page

28 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 24.75 0.00 -24.75 -2055 78 -32

45 70.01 17.50 70.01 -17.50 -1453 -5733 -23 90 99.01 0.00 99.01 0.00 0 -8140 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 99.01 0.00 0.00 -99.01 -8260 0 0

45 70.01 17.50 17.50 -70.01 -5853 -1453 -12 90 0.00 24.75 24.75 0.00 -42 -2055 -17


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 24.75 0.00 -24.75 -2055 -78 32

45 70.01 17.50 70.01 -17.50 -1453 -5889 23 90 99.01 0.00 99.01 0.00 0 -8296 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 99.01 0.00 0.00 -99.01 -8176 0 0

45 70.01 17.50 17.50 -70.01 -5769 -1453 12 90 0.00 24.75 24.75 0.00 42 -2055 17


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.85 0.00 -15.85 -1141 73 -32

45 42.02 11.20 42.02 -11.20 -807 -2952 -23 90 59.42 0.00 59.42 0.00 0 -4205 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 59.42 0.00 0.00 -59.42 -4329 0 0

45 42.02 11.20 11.20 -42.02 -3076 -807 -16 90 0.00 15.85 15.85 0.00 -51 -1141 -23



Page

29 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.85 0.00 -15.85 -1141 -73 32

45 42.02 11.20 42.02 -11.20 -807 -3098 23 90 59.42 0.00 59.42 0.00 0 -4351 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 59.42 0.00 0.00 -59.42 -4227 0 0

45 42.02 11.20 11.20 -42.02 -2974 -807 16 90 0.00 15.85 15.85 0.00 51 -1141 23

3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.62 0.00 -15.62 -1070 73 -32

45 41.42 11.05 41.42 -11.05 -757 -2764 -22 90 58.58 0.00 58.58 0.00 0 -3940 0

3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 58.58 0.00 0.00 -58.58 -4064 0 0

45 41.42 11.05 11.05 -41.42 -2889 -757 -16 90 0.00 15.62 15.62 0.00 -51 -1070 -22

3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.62 0.00 -15.62 -1070 -73 32

45 41.42 11.05 41.42 -11.05 -757 -2910 22 90 58.58 0.00 58.58 0.00 0 -4086 0

3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 58.58 0.00 0.00 -58.58 -3961 0 0

45 41.42 11.05 11.05 -41.42 -2786 -757 16 90 0.00 15.62 15.62 0.00 51 -1070 22



Page

30 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Discrete Appurtenance Totals - No Ice

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -1225.63 -103885 0 0

45 866.65 -866.65 -73458 -73458 0 90 1225.63 0.00 0 -103885 0

Discrete Appurtenance Pressures - Service GH = 1.083

Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 0.31 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 0.29 0.4500 0.1200 Sum

Weight: 1152.00

Discrete Appurtenance Vectors - Service


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.38 0.00 -5.38 -516 62 -7

45 15.21 3.80 15.21 -3.80 -365 -1397 -5 90 21.50 0.00 21.50 0.00 0 -2002 0



Page

31 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.50 0.00 0.00 -21.50 -2098 0 0

45 15.21 3.80 3.80 -15.21 -1493 -365 -3 90 0.00 5.38 5.38 0.00 -34 -516 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.38 0.00 -5.38 -516 -62 7

45 15.21 3.80 15.21 -3.80 -365 -1522 5 90 21.50 0.00 21.50 0.00 0 -2127 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.50 0.00 0.00 -21.50 -2031 0 0

45 15.21 3.80 3.80 -15.21 -1426 -365 3 90 0.00 5.38 5.38 0.00 34 -516 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.31 0.00 -5.31 -489 62 -7

45 15.02 3.76 15.02 -3.76 -345 -1320 -5 90 21.24 0.00 21.24 0.00 0 -1892 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.24 0.00 0.00 -21.24 -1988 0 0

45 15.02 3.76 3.76 -15.02 -1416 -345 -3 90 0.00 5.31 5.31 0.00 -34 -489 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.31 0.00 -5.31 -489 -62 7

45 15.02 3.76 15.02 -3.76 -345 -1444 5 90 21.24 0.00 21.24 0.00 0 -2017 0



Page

32 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.24 0.00 0.00 -21.24 -1921 0 0

45 15.02 3.76 3.76 -15.02 -1348 -345 3 90 0.00 5.31 5.31 0.00 34 -489 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.29 0.00 -6.29 -554 78 -8

45 17.80 4.45 17.80 -4.45 -392 -1488 -6 90 25.17 0.00 25.17 0.00 0 -2137 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 25.17 0.00 0.00 -25.17 -2257 0 0

45 17.80 4.45 4.45 -17.80 -1608 -392 -3 90 0.00 6.29 6.29 0.00 -42 -554 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.29 0.00 -6.29 -554 -78 8

45 17.80 4.45 17.80 -4.45 -392 -1644 6 90 25.17 0.00 25.17 0.00 0 -2293 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 25.17 0.00 0.00 -25.17 -2173 0 0

45 17.80 4.45 4.45 -17.80 -1524 -392 3 90 0.00 6.29 6.29 0.00 42 -554 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.19 0.00 -6.19 -514 78 -8

45 17.50 4.38 17.50 -4.38 -363 -1375 -6 90 24.75 0.00 24.75 0.00 0 -1977 0



Page

33 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 24.75 0.00 0.00 -24.75 -2097 0 0

45 17.50 4.38 4.38 -17.50 -1495 -363 -3 90 0.00 6.19 6.19 0.00 -42 -514 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.19 0.00 -6.19 -514 -78 8

45 17.50 4.38 17.50 -4.38 -363 -1531 6 90 24.75 0.00 24.75 0.00 0 -2133 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 24.75 0.00 0.00 -24.75 -2013 0 0

45 17.50 4.38 4.38 -17.50 -1411 -363 3 90 0.00 6.19 6.19 0.00 42 -514 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.96 0.00 -3.96 -285 73 -8

45 10.50 2.80 10.50 -2.80 -202 -683 -6 90 14.85 0.00 14.85 0.00 0 -997 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.85 0.00 0.00 -14.85 -1121 0 0

45 10.50 2.80 2.80 -10.50 -808 -202 -4 90 0.00 3.96 3.96 0.00 -51 -285 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.96 0.00 -3.96 -285 -73 8

45 10.50 2.80 10.50 -2.80 -202 -829 6 90 14.85 0.00 14.85 0.00 0 -1142 0



Page

34 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.85 0.00 0.00 -14.85 -1018 0 0

45 10.50 2.80 2.80 -10.50 -705 -202 4 90 0.00 3.96 3.96 0.00 51 -285 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.91 0.00 -3.91 -268 73 -8

45 10.36 2.76 10.36 -2.76 -189 -636 -6 90 14.64 0.00 14.64 0.00 0 -930 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.64 0.00 0.00 -14.64 -1054 0 0

45 10.36 2.76 2.76 -10.36 -761 -189 -4 90 0.00 3.91 3.91 0.00 -51 -268 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.91 0.00 -3.91 -268 -73 8

45 10.36 2.76 10.36 -2.76 -189 -782 6 90 14.64 0.00 14.64 0.00 0 -1076 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.64 0.00 0.00 -14.64 -952 0 0

45 10.36 2.76 2.76 -10.36 -658 -189 4 90 0.00 3.91 3.91 0.00 51 -268 6

Discrete Appurtenance Totals - Service

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -306.41 -25971 0 0

45 216.66 -216.66 -18365 -18365 0 90 306.41 0.00 0 -25971 0



Page

35 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Dish Pressures - No Ice

Elevation

m Dish

Description

Aiming

Azimuth

°

Weight

kg Offsetx

m

Offsetz

m

Kz

AA

m2

qz

kPa

27.0000 8 FT DISH 45.0000 113.85 3.1506 -3.1506 1.326 4.6730 0.90 24.0000 8 FT DISH 225.0000 113.85 -3.4029 3.4029 1.282 4.6730 0.87 18.0000 8 FT DISH 135.0000 113.85 3.9074 3.9074 1.181 4.6730 0.80 18.0000 8 FT DISH 225.0000 113.85 -3.9074 3.9074 1.181 4.6730 0.80 7.5000 ANT GRIP 1.0x2.50m 135.0000 45.00 5.0965 5.0965 1.000 2.5447 0.68

Sum Weight:

500.40

Dish Vectors - No Ice

8 FT DISH - Elevation 27 - From Leg B

Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 775.85 0.00 0.00 0.00 -775.85 -21307 -359 2444

45 0.004260 0.000000 0.000000 775.85 0.00 0.00 548.61 -548.61 -15171 -15171 0 90 0.004260 0.000000 0.000000 775.85 0.00 0.00 775.85 0.00 -359 -21307 -2444

8 FT DISH - Elevation 24 - From Leg D

Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 750.17 0.00 0.00 0.00 -750.17 -17617 387 -2553

45 0.004260 0.000000 0.000000 750.17 0.00 0.00 530.45 -530.45 -12343 -12343 0 90 0.004260 0.000000 0.000000 750.17 0.00 0.00 750.17 0.00 387 -17617 2553

8 FT DISH - Elevation 18 - From Leg C

Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 690.98 0.00 0.00 0.00 -690.98 -11993 -445 2700

45 0.004260 0.000000 0.000000 690.98 0.00 0.00 488.59 -488.59 -8350 -9240 3818 90 0.004260 0.000000 0.000000 690.98 0.00 0.00 690.98 0.00 445 -12882 2700


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 690.98 0.00 0.00 0.00 -690.98 -11993 445 -2700

45 0.004260 0.000000 0.000000 690.98 0.00 0.00 488.59 -488.59 -8350 -8350 0 90 0.004260 0.000000 0.000000 690.98 0.00 0.00 690.98 0.00 445 -11993 2700

ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C

Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.001520 0.000000 0.000000 113.69 0.00 0.00 0.00 -113.69 -623 -229 579

45 0.001520 0.000000 0.000000 113.69 0.00 0.00 80.39 -80.39 -374 -832 819 90 0.001520 0.000000 0.000000 113.69 0.00 0.00 113.69 0.00 229 -1082 579



Page

36 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Dish Totals - No Ice

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -3021.66 -63532 -201 471

45 2136.64 -2136.64 -44588 -45936 4638 90 3021.66 0.00 1148 -64880 6088

Dish Pressures - Service

Elevation

m Dish

Description

Aiming

Azimuth

°

Weight

kg Offsetx

m

Offsetz

m

Kz

AA

m2

qz

kPa


Sum Weight:

500.40

Dish Vectors - Service


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 193.96 0.00 0.00 0.00 -193.96 -5596 -359 611

45 0.004260 0.000000 0.000000 193.96 0.00 0.00 137.15 -137.15 -4062 -4062 0 90 0.004260 0.000000 0.000000 193.96 0.00 0.00 193.96 0.00 -359 -5596 -611


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 187.54 0.00 0.00 0.00 -187.54 -4114 387 -638

45 0.004260 0.000000 0.000000 187.54 0.00 0.00 132.61 -132.61 -2795 -2795 0 90 0.004260 0.000000 0.000000 187.54 0.00 0.00 187.54 0.00 387 -4114 638


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 172.74 0.00 0.00 0.00 -172.74 -2665 -445 675

45 0.004260 0.000000 0.000000 172.74 0.00 0.00 122.15 -122.15 -1754 -2644 955 90 0.004260 0.000000 0.000000 172.74 0.00 0.00 172.74 0.00 445 -3554 675



Page

37 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 172.74 0.00 0.00 0.00 -172.74 -2665 445 -675

45 0.004260 0.000000 0.000000 172.74 0.00 0.00 122.15 -122.15 -1754 -1754 0 90 0.004260 0.000000 0.000000 172.74 0.00 0.00 172.74 0.00 445 -2665 675


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.001520 0.000000 0.000000 28.42 0.00 0.00 0.00 -28.42 16 -229 145

45 0.001520 0.000000 0.000000 28.42 0.00 0.00 20.10 -20.10 79 -380 205 90 0.001520 0.000000 0.000000 28.42 0.00 0.00 28.42 0.00 229 -443 145

Dish Totals - Service

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -755.42 -15022 -201 118

45 534.16 -534.16 -10286 -11635 1159 90 755.42 0.00 1148 -16371 1522

User Load Vectors - No Ice

CxMANTENIMIENTO - Elevation 99

Wind

Azimuth

°

Offsetx

m

Offsetz

m

F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.0000 0.0000 0.00 0.00 0.00 0 0 0

45 0.0000 0.0000 0.00 0.00 0.00 0 0 0 90 0.0000 0.0000 0.00 0.00 0.00 0 0 0

User Load Totals - No Ice

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 0.00 0 0 0

45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0



Page

38 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

User Load Vectors - Service


Wind

Azimuth

°

Offsetx

m

Offsetz

m

F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.0000 0.0000 0.00 0.00 0.00 0 0 0

45 0.0000 0.0000 0.00 0.00 0.00 0 0 0 90 0.0000 0.0000 0.00 0.00 0.00 0 0 0

User Load Totals - Service

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 0.00 0 0 0

45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0

Force Totals

Load

Case Vertical

Forces

kg

Sum of

Forces

X

kg

Sum of

Forces

Z

kg

Sum of

Overturning

Moments, Mx

kg-m

Sum of

Overturning

Moments, Mz

kg-m

Sum of Torques

kg-m Leg Weight 11462.47 Bracing Weight 11322.21 Total Member Self-Weight 22784.67 3030 -201 Total Weight 25471.81 3030 -201 Wind 0 deg - No Ice 0.00 -26295.58 -1137884 -201 471 Wind 45 deg - No Ice 20996.52 -20996.52 -925206 -928437 9555 Wind 90 deg - No Ice 26295.58 0.00 3030 -1141114 12228 Total Weight 25471.81 3030 -201 Wind 0 deg - Service 0.00 -6573.90 -284081 -201 118 Wind 45 deg - Service 5249.13 -5249.13 -230911 -232260 2389 Wind 90 deg - Service 6573.90 0.00 1148 -285429 3057

Load Combinations

Comb.

No.

Description

1 Dead Only 2 Dead+Wind 0 deg - No Ice 3 Dead+Wind 45 deg - No Ice 4 Dead+Wind 90 deg - No Ice 5 Dead+Wind 0 deg - Service 6 Dead+Wind 45 deg - Service 7 Dead+Wind 90 deg - Service



Page

39 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Maximum Member Forces

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

T1 99 - 93 Leg Max Tension 3 1076.50 14 14 Max. Compression 3 -1023.96 -11 -11 Max. Mx 4 -329.94 24 0 Max. My 4 123.52 0 -24 Max. Vy 4 -63.07 -22 0 Max. Vx 4 63.07 0 22 Diagonal Max Tension 4 365.40 0 0 Max. Compression 3 -493.04 0 0 Max. Mx 3 -55.07 3 -12 Max. My 3 -486.24 1 14 Max. Vy 3 -3.89 3 -12 Max. Vx 3 -11.33 1 14 Top Girt Max Tension 3 41.15 0 0 Max. Compression 1 0.00 0 0 Max. Mx 1 7.20 -1 0 Max. My 3 40.98 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.01 0 0 Mid Girt Max Tension 3 170.45 0 0 Max. Compression 4 -60.88 0 0 Max. Mx 1 37.02 -1 0 Max. My 3 103.88 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0

T2 93 - 87 Leg Max Tension 3 5837.70 17 17 Max. Compression 3 -5969.84 -19 -18 Max. Mx 4 -4017.89 -30 4 Max. My 4 3123.63 -4 30 Max. Vy 4 75.51 -30 4 Max. Vx 4 -75.48 -4 30 Diagonal Max Tension 3 1144.41 0 0 Max. Compression 3 -1326.63 0 0 Max. Mx 3 1139.02 1 -7 Max. My 3 -1322.54 0 19 Max. Vy 3 2.42 1 -7 Max. Vx 3 15.48 0 0 Top Girt Max Tension 3 247.96 0 0 Max. Compression 4 -143.08 0 0 Max. Mx 1 43.72 -1 0 Max. My 3 247.58 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 545.98 0 0 Max. Compression 4 -426.30 0 0 Max. Mx 1 61.78 -1 0 Max. My 3 502.86 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0

T3 87 - 81 Leg Max Tension 3 15560.57 35 36 Max. Compression 3 -15951.27 -124 -124 Max. Mx 3 -15951.27 -124 -124 Max. My 3 -15951.27 -124 -124 Max. Vy 3 -145.39 -55 15 Max. Vx 3 -140.42 14 -54 Diagonal Max Tension 3 2505.54 0 0 Max. Compression 3 -2386.64 0 0 Max. Mx 3 350.77 4 -7 Max. My 3 -2382.56 -3 32



Page

40 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Vy 3 -4.86 4 -7 Max. Vx 3 25.98 0 0 Top Girt Max Tension 4 699.42 0 0 Max. Compression 4 -569.22 0 0 Max. Mx 1 67.42 -1 0 Max. My 3 622.66 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1202.00 0 0 Max. Compression 4 -1032.63 0 0 Max. Mx 1 87.61 -1 0 Max. My 3 968.61 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0

T4 81 - 78 Leg Max Tension 3 14068.29 -60 -59 Max. Compression 3 -13958.42 -17 -11 Max. Mx 3 -13885.78 -124 -124 Max. My 3 -13885.78 -124 -124 Max. Vy 3 107.19 -80 57 Max. Vx 3 -101.13 55 61 Diagonal Max Tension 3 2992.07 0 0 Max. Compression 3 -3278.21 0 0 Max. Mx 4 -1352.27 -2 0 Max. My 3 2992.07 0 1 Max. Vy 4 2.10 0 0 Max. Vx 3 -1.33 0 0 Top Girt Max Tension 3 284.69 0 0 Max. Compression 3 -169.21 0 0 Max. Mx 4 -36.26 -1 0 Max. My 3 284.69 0 0 Max. Vy 4 3.77 0 0 Max. Vx 3 -0.46 0 0

T5 78 - 75 Leg Max Tension 3 13986.28 55 61 Max. Compression 3 -14025.23 -10 -9 Max. Mx 3 -392.98 -80 58 Max. My 3 -348.16 52 -74 Max. Vy 2 92.39 63 -15 Max. Vx 4 98.36 -19 67 Diagonal Max Tension 4 2036.70 0 0 Max. Compression 3 -2617.22 0 0 Max. Mx 4 -441.63 -3 0 Max. My 3 1817.03 0 1 Max. Vy 4 4.04 0 0 Max. Vx 3 -1.33 0 0 Horizontal Max Tension 3 206.57 2 19 Max. Compression 3 -226.90 1 20 Max. Mx 4 20.45 3 5 Max. My 3 190.09 2 22 Max. Vy 4 -6.03 3 5 Max. Vx 3 -20.91 0 0

T6 75 - 69 Leg Max Tension 3 21308.86 30 36 Max. Compression 3 -22883.98 -42 -38 Max. Mx 4 -14433.47 -58 7 Max. My 4 12102.32 -7 58 Max. Vy 4 -125.93 -56 10 Max. Vx 4 125.74 -11 56 Diagonal Max Tension 3 2751.16 0 0 Max. Compression 3 -2902.54 0 0 Max. Mx 3 756.52 4 1 Max. My 3 -2883.62 2 -3 Max. Vy 3 -5.80 4 1



Page

41 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Vx 3 1.80 2 -3 Top Girt Max Tension 4 2593.81 0 0 Max. Compression 4 -2172.83 0 0 Max. Mx 1 217.84 -7 0 Max. My 3 -1751.54 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1399.72 0 0 Max. Compression 4 -1174.93 0 0 Max. Mx 1 118.96 -7 0 Max. My 3 -965.14 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0

T7 69 - 63 Leg Max Tension 3 32259.96 38 43 Max. Compression 3 -33999.80 -42 -38 Max. Mx 3 -2008.88 -61 59 Max. My 4 18436.42 -14 61 Max. Vy 4 -120.35 -58 7 Max. Vx 4 120.17 -8 58 Diagonal Max Tension 3 3737.51 0 0 Max. Compression 3 -3787.14 0 0 Max. Mx 3 742.38 5 15 Max. My 4 -1503.81 3 -31 Max. Vy 3 -6.21 5 15 Max. Vx 4 -14.91 0 0 Top Girt Max Tension 4 1926.45 0 0 Max. Compression 4 -1635.68 0 0 Max. Mx 1 147.13 -7 0 Max. My 3 -1346.21 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2159.96 0 0 Max. Compression 4 -2027.96 0 0 Max. Mx 1 164.94 -7 0 Max. My 3 -1670.83 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0

T8 63 - 57 Leg Max Tension 3 46433.28 44 49 Max. Compression 3 -47887.75 -51 -47 Max. Mx 3 -2963.03 -89 85 Max. My 3 -2963.03 -89 85 Max. Vy 4 95.81 -73 18 Max. Vx 4 -95.80 -20 74 Diagonal Max Tension 3 4430.75 0 0 Max. Compression 3 -4211.08 0 0 Max. Mx 3 1085.95 5 26 Max. My 4 -1475.13 3 -41 Max. Vy 3 -6.34 5 26 Max. Vx 4 -19.96 0 0 Top Girt Max Tension 4 2204.38 0 0 Max. Compression 4 -2175.38 0 0 Max. Mx 1 161.21 -7 0 Max. My 3 -1794.32 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2206.09 0 0 Max. Compression 4 -2219.03 0 0 Max. Mx 1 158.12 -7 0 Max. My 3 -1913.21 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0



Page

42 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

T9 57 - 51 Leg Max Tension 3 63505.51 53 58 Max. Compression 3 -63835.91 -69 -66 Max. Mx 3 -4202.56 -125 117 Max. My 3 -4032.12 113 -121 Max. Vy 4 100.82 -103 37 Max. Vx 4 -101.01 -44 106 Diagonal Max Tension 3 5127.86 0 0 Max. Compression 3 -4715.43 0 0 Max. Mx 3 1401.79 5 -33 Max. My 4 -1445.61 3 -50 Max. Vy 3 -6.48 5 -33 Max. Vx 4 -24.22 0 0 Top Girt Max Tension 4 2216.35 0 0 Max. Compression 2 -2353.21 0 0 Max. Mx 1 158.13 -7 0 Max. My 3 -2062.50 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2203.85 0 0 Max. Compression 4 -2341.76 0 0 Max. Mx 1 156.29 -7 0 Max. My 3 -2181.43 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0

T10 51 - 45 Leg Max Tension 3 83811.83 23 29 Max. Compression 3 -81999.62 -201 -206 Max. Mx 3 -6091.49 -218 184 Max. My 3 -5879.01 179 -211 Max. Vy 3 -172.81 -218 184 Max. Vx 3 -160.31 179 -211 Diagonal Max Tension 3 7823.46 5 35 Max. Compression 3 -4985.19 0 0 Max. Mx 3 1783.42 6 -74 Max. My 4 -1424.27 1 -86 Max. Vy 3 -7.01 6 -74 Max. Vx 4 -41.62 0 0 Top Girt Max Tension 3 2264.35 0 0 Max. Compression 3 -2412.36 0 0 Max. Mx 1 167.53 -7 0 Max. My 3 -2412.09 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2136.96 0 0 Max. Compression 3 -2323.01 0 0 Max. Mx 1 205.35 -7 0 Max. My 3 -2319.69 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0

T11 45 - 39 Leg Max Tension 3 86853.83 185 184 Max. Compression 3 -83924.96 -150 -127 Max. Mx 3 -7142.22 -376 320 Max. My 3 -6900.52 303 -357 Max. Vy 3 224.78 -376 320 Max. Vx 4 -222.26 -103 300 Diagonal Max Tension 4 9365.33 0 0 Max. Compression 3 -3716.51 0 0 Max. Mx 3 -849.39 16 -26 Max. My 4 -993.72 4 -82 Max. Vy 3 10.86 16 -26 Max. Vx 4 28.40 0 0 Top Girt Max Tension 4 2528.05 0 0



Page

43 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Compression 4 -3201.41 0 0 Max. Mx 4 2528.05 -7 0 Max. My 3 1711.90 0 1 Max. Vy 4 9.73 0 0 Max. Vx 3 -0.82 0 0

T12 39 - 33 Leg Max Tension 3 84046.96 132 156 Max. Compression 3 -80340.16 -129 -111 Max. Mx 3 -7699.75 -386 305 Max. My 3 -7587.09 292 -365 Max. Vy 2 192.86 287 -94 Max. Vx 4 202.49 -110 299 Diagonal Max Tension 3 1849.93 0 0 Max. Compression 3 -1512.99 0 0 Max. Mx 3 -1489.33 13 -73 Max. My 3 -1489.33 13 -73 Max. Vy 3 11.86 13 -73 Max. Vx 3 22.91 0 0

T13 33 - 27 Leg Max Tension 3 80990.93 144 170 Max. Compression 3 -76687.71 -176 -192 Max. Mx 2 44199.32 303 -62 Max. My 4 44198.10 -55 295 Max. Vy 2 -197.25 303 -62 Max. Vx 4 -203.21 -55 295 Diagonal Max Tension 3 514.83 0 0 Max. Compression 3 -1099.87 0 0 Max. Mx 3 286.63 14 6 Max. My 3 322.86 10 13 Max. Vy 3 13.57 14 6 Max. Vx 3 -4.45 0 0

T14 27 - 21 Leg Max Tension 3 80418.07 202 196 Max. Compression 3 -75851.04 -432 -314 Max. Mx 4 -51379.68 -643 87 Max. My 4 43744.57 -197 660 Max. Vy 4 412.92 -643 87 Max. Vx 4 -419.92 -197 660 Diagonal Max Tension 4 6511.51 0 0 Max. Compression 3 -1109.54 0 0 Max. Mx 3 4445.21 23 33 Max. My 4 -918.17 15 -105 Max. Vy 3 20.34 23 33 Max. Vx 4 27.18 0 0 Top Girt Max Tension 3 775.38 0 0 Max. Compression 3 -987.88 0 0 Max. Mx 4 -795.28 -47 0 Max. My 3 -968.78 0 4 Max. Vy 4 32.03 0 0 Max. Vx 3 -2.69 0 0

T15 21 - 15 Leg Max Tension 3 81895.27 337 478 Max. Compression 3 -77631.89 -222 -45 Max. Mx 4 -53037.19 -645 76 Max. My 4 43981.19 -216 654 Max. Vy 4 -511.74 -645 76 Max. Vx 4 519.98 -216 654 Diagonal Max Tension 4 5396.37 0 0 Max. Compression 4 -1878.74 0 0 Max. Mx 3 4149.75 26 -37 Max. My 4 -961.37 19 -80 Max. Vy 3 23.01 26 -37 Max. Vx 4 19.27 0 0 Top Girt Max Tension 2 1110.42 0 0 Max. Compression 2 -1917.99 0 0



Page

44 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Mx 4 -1916.65 -65 0 Max. My 3 -1791.55 0 5 Max. Vy 4 37.53 0 0 Max. Vx 3 -3.16 0 0

T16 15 - 12 Leg Max Tension 3 77235.56 28 215 Max. Compression 3 -69831.00 -768 -755 Max. Mx 3 77127.40 938 1014 Max. My 3 77127.40 938 1014 Max. Vy 3 -389.35 938 1014 Max. Vx 3 -364.84 938 1014 Diagonal Max Tension 4 9753.92 0 0 Max. Compression 4 -11188.24 0 0 Max. Mx 3 -7903.70 -22 0 Max. My 3 6345.58 0 2 Max. Vy 3 17.81 0 0 Max. Vx 3 -1.90 0 0 Top Girt Max Tension 4 9479.51 0 0 Max. Compression 4 -8902.74 0 0 Max. Mx 4 -8902.74 170 0 Max. My 3 -6998.63 0 -14 Max. Vy 4 -86.05 0 0 Max. Vx 3 7.24 0 0

T17 12 - 0 Leg Max Tension 3 78007.37 947 1006 Max. Compression 3 -71564.71 0 0 Max. Mx 2 41344.24 -1067 447 Max. My 4 41359.08 403 -1176 Max. Vy 2 538.57 824 447 Max. Vx 4 578.38 403 846 Diagonal Max Tension 3 8503.50 0 0 Max. Compression 3 -10131.40 0 0 Max. Mx 3 -2788.08 -219 0 Max. My 4 -8269.81 0 -75 Max. Vy 3 64.74 0 0 Max. Vx 4 22.19 0 0 Horizontal Max Tension 3 4093.80 0 0 Max. Compression 3 -4248.08 0 0 Max. Mx 4 -3227.32 55 2 Max. My 4 -2792.70 33 -17 Max. Vy 4 43.72 55 2 Max. Vx 4 9.15 33 -17 Inner Bracing Max Tension 3 599.25 0 0 Max. Compression 3 -1321.85 0 0 Max. Mx 6 122.86 -48 0 Max. My 2 -707.34 0 0 Max. Vy 6 32.48 0 0 Max. Vx 2 0.22 0 0



Page

45 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Maximum Reactions

Location Condition Gov.

Load

Comb.

Vertical

kg

Horizontal, X

kg

Horizontal, Z

kg

Leg D Max. Vert 1 6485.39 1166.60 -1142.71 Max. Hx 1 6485.39 1166.60 -1142.71 Max. Hz 3 -78465.46 -12951.62 12578.72 Min. Vert 3 -78465.46 -12951.62 12578.72 Min. Hx 3 -78465.46 -12951.62 12578.72 Min. Hz 1 6485.39 1166.60 -1142.71

Leg C Max. Vert 4 54200.01 -8050.37 -10217.46 Max. Hx 2 -41176.04 8195.80 5383.80 Max. Hz 2 -41176.04 8195.80 5383.80 Min. Vert 2 -41176.04 8195.80 5383.80 Min. Hx 4 54200.01 -8050.37 -10217.46 Min. Hz 4 54200.01 -8050.37 -10217.46

Leg B Max. Vert 3 76454.12 -12723.84 13140.79 Max. Hx 1 6250.50 -1120.94 1144.84 Max. Hz 3 76454.12 -12723.84 13140.79 Min. Vert 1 6250.50 -1120.94 1144.84 Min. Hx 3 76454.12 -12723.84 13140.79 Min. Hz 1 6250.50 -1120.94 1144.84

Leg A Max. Vert 2 53913.92 10453.72 7762.54 Max. Hx 2 53913.92 10453.72 7762.54 Max. Hz 2 53913.92 10453.72 7762.54 Min. Vert 4 -41426.66 -5139.67 -8479.80 Min. Hx 4 -41426.66 -5139.67 -8479.80 Min. Hz 4 -41426.66 -5139.67 -8479.80

Tower Mast Reaction Summary

Load

Combination Vertical

kg

Shearx

kg

Shearz

kg

Overturning

Moment, Mx kg-m

Overturning

Moment, Mz kg-m

Torque

kg-m Dead Only 25471.80 -0.00 -0.01 3030 -199 0 Dead+Wind 0 deg - No Ice 25473.79 -0.00 -26297.24 -1146064 -230 463 Dead+Wind 45 deg - No Ice 25471.39 20988.54 -20988.64 -931750 -935031 9546 Dead+Wind 90 deg - No Ice 25473.30 26296.42 -0.09 3001 -1149301 12225 Dead+Wind 0 deg - Service 25471.81 -0.00 -6573.40 -284217 -200 117 Dead+Wind 45 deg - Service 25471.80 5248.69 -5248.70 -230678 -233923 2390 Dead+Wind 90 deg - Service 25471.81 6573.40 -0.00 3044 -287459 3060

Solution Summary

Load

Comb.

Sum of Applied Forces Sum of Reactions

% Error PX

kg

PY

kg

PZ

kg

PX

kg

PY

kg

PZ

kg

1 -0.00 -25471.81 0.00 0.00 25471.80 0.01 0.000% 2 0.00 -25471.81 -26295.58 0.00 25473.79 26297.24 0.007% 3 20996.52 -25471.81 -20996.52 -20988.54 25471.39 20988.64 0.029% 4 26295.58 -25471.81 0.00 -26296.42 25473.30 0.09 0.005% 5 -0.00 -25471.81 -6573.90 0.00 25471.81 6573.40 0.002% 6 5249.13 -25471.81 -5249.13 -5248.69 25471.80 5248.70 0.002% 7 6573.90 -25471.81 0.00 -6573.40 25471.81 0.00 0.002%



Page

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Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Non-Linear Convergence Results

Load

Combination

Converged? Number

of Cycles

Displacement

Tolerance

Force

Tolerance

1 Yes 10 0.00000001 0.00009926 2 No 200 0.01592506 0.00000000 3 No 200 0.01341897 0.00000000 4 No 200 0.01592241 0.00000000 5 Yes 18 0.00009196 0.00013711 6 Yes 18 0.00009980 0.00014989 7 Yes 18 0.00009201 0.00013727

Maximum Tower Deflections - Service Wind

Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 99 - 93 427.87 6 0.4838 0.0204 T2 93 - 87 377.16 6 0.4815 0.0203 T3 87 - 81 326.90 6 0.4683 0.0199 T4 81 - 78 278.61 6 0.4369 0.0187 T5 78 - 75 256.21 6 0.4213 0.0170 T6 75 - 69 234.86 6 0.4082 0.0162 T7 69 - 63 192.47 6 0.3862 0.0155 T8 63 - 57 152.75 6 0.3528 0.0144 T9 57 - 51 116.58 6 0.3147 0.0128

T10 51 - 45 84.49 6 0.2715 0.0109 T11 45 - 39 57.38 6 0.2157 0.0085 T12 39 - 33 38.97 6 0.1557 0.0059 T13 33 - 27 24.98 6 0.1160 0.0045 T14 27 - 21 14.51 6 0.0864 0.0037 T15 21 - 15 6.77 6 0.0609 0.0034 T16 15 - 12 1.34 6 0.0382 0.0026 T17 12 - 0 0.95 6 0.0320 0.0020

Critical Deflections and Radius of Curvature - Service Wind

Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m

99.0000 CxMANTENIMIENTO 6 427.87 0.4838 0.0204 453124 96.0000 6 ANT TV 0.20x0.80m 6 402.49 0.4833 0.0204 230194 92.0000 6 ANT TV 0.20x0.80m 6 368.73 0.4805 0.0203 70738 88.0000 6 ANT TV 0.25x1.0m 6 335.20 0.4719 0.0200 27880 83.0000 6 ANT TV 0.25x1.0m 6 294.29 0.4482 0.0194 8493 72.0000 3 ANT TV 0.30x1.20m 6 213.53 0.3976 0.0158 34239 68.5000 3 ANT TV 0.30x1.20m 6 189.03 0.3839 0.0154 10490 27.0000 8 FT DISH 6 14.51 0.0864 0.0037 12188 24.0000 8 FT DISH 6 10.43 0.0734 0.0036 20975 18.0000 8 FT DISH 6 3.45 0.0483 0.0031 7455 7.5000 ANT GRIP 1.0x2.50m 6 0.74 0.0216 0.0013 102659



Page

47 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Maximum Tower Deflections - Design Wind

Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 99 - 93 1781.67 3 2.0424 0.0819 T2 93 - 87 1567.61 3 2.0337 0.0816 T3 87 - 81 1355.15 3 1.9787 0.0798 T4 81 - 78 1150.75 3 1.8345 0.0749 T5 78 - 75 1057.96 3 1.7569 0.0682 T6 75 - 69 969.43 3 1.6974 0.0649 T7 69 - 63 793.22 3 1.6048 0.0622 T8 63 - 57 628.22 3 1.4647 0.0577 T9 57 - 51 478.17 3 1.3048 0.0516

T10 51 - 45 345.16 3 1.1244 0.0438 T11 45 - 39 233.07 3 0.8880 0.0346 T12 39 - 33 157.42 3 0.6324 0.0239 T13 33 - 27 101.12 3 0.4699 0.0183 T14 27 - 21 58.62 3 0.3516 0.0148 T15 21 - 15 27.22 3 0.2467 0.0138 T16 15 - 12 5.30 3 0.1539 0.0103 T17 12 - 0 3.89 3 0.1285 0.0081

Critical Deflections and Radius of Curvature - Design Wind

Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m

99.0000 CxMANTENIMIENTO 3 1781.67 2.0424 0.0819 90571 96.0000 6 ANT TV 0.20x0.80m 3 1674.54 2.0404 0.0819 46010 92.0000 6 ANT TV 0.20x0.80m 3 1532.04 2.0295 0.0813 19328 88.0000 6 ANT TV 0.25x1.0m 3 1390.38 1.9942 0.0801 7817 83.0000 6 ANT TV 0.25x1.0m 3 1216.66 1.8885 0.0778 1544 72.0000 3 ANT TV 0.30x1.20m 3 880.79 1.6524 0.0634 8512 68.5000 3 ANT TV 0.30x1.20m 3 778.91 1.5953 0.0619 2477 27.0000 8 FT DISH 3 58.62 0.3516 0.0148 2916 24.0000 8 FT DISH 3 42.03 0.2987 0.0143 5054 18.0000 8 FT DISH 3 13.78 0.1951 0.0123 1816 7.5000 ANT GRIP 1.0x2.50m 3 3.13 0.0868 0.0050 20797

Bolt Design Data

Section

No.

Elevation

m

Component

Type

Bolt

Grade

Bolt Size

mm

Number

Of

Bolts

Maximum

Load per

Bolt

kg

Allowable

Load

kg

Ratio

Load

Allowable

Allowable

Ratio

Criteria

T1 99 Leg A394T0 16 4 90.28 5528.16 0.016

1.333 Bearing

Diagonal A394T0 16 1 493.04 3699.61 0.133

1.333 Member Bearing

Top Girt A394T0 16 1 41.15 2774.71 0.015


T2 93 Leg A394T0 16 6 746.82 5528.16 0.135

1.333 Bearing



Page

48 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Bolt

Grade

Bolt Size

mm

Number

Of

Bolts

Maximum

Load per

Bolt

kg

Allowable

Load

kg

Ratio

Load

Allowable

Allowable

Ratio

Criteria

Diagonal A394T0 16 1 1144.41 2774.71 0.412


Top Girt A394T0 16 1 247.96 2774.71 0.089


T3 87 Leg A394T0 16 8 2213.54 6910.21 0.320

1.333 Bearing

Diagonal A394T0 16 1 2505.54 2774.71 0.903


Top Girt A394T0 16 1 699.42 2774.71 0.252


T4 81 Leg A394T0 16 8 3517.07 6910.21 0.509

1.333 Bearing

Diagonal A394T0 16 1 2992.07 2774.71 1.078


Top Girt A394T0 16 1 284.70 2774.71 0.103


T5 78 Leg A394T0 16 8 3506.31 6910.21 0.507

1.333 Bearing

Diagonal A394T0 16 1 2036.70 2774.71 0.734


T6 75 Leg A394T0 16 8 4646.51 8292.26 0.560

1.333 Bearing

Diagonal A394T0 16 2 1451.27 3699.61 0.392


T7 69 Leg A394T0 19 8 7045.20 9950.69 0.708

1.333 Bearing

Diagonal A394T0 16 2 1893.57 3699.61 0.512


T8 63 Leg A394T0 19 8 10207.42 9950.69 1.026

1.333 Bearing

Diagonal A394T0 16 2 2215.37 3699.61 0.599


T9 57 Leg A394T0 19 8 13913.13 9950.69 1.398 1.333 Bearing

Diagonal A394T0 16 2 2563.93 3699.61 0.693


T10 51 Leg A394T0 19 8 18302.96 9950.69 1.839 1.333 Bearing

Diagonal A394T0 16 2 3911.73 3699.61 1.057


T11 45 Leg A394T0 19 8 21713.47 9950.69 2.182 1.333 Bearing

Diagonal A394T0 16 2 4682.66 4932.82 0.949


Top Girt A394T0 16 1 2528.05 2774.71 0.911


T12 39 Leg A394T0 19 16 10505.88 9950.69 1.056

1.333 Bearing

Diagonal A394T0 16 2 924.96 4932.82 0.188


T13 33 Leg A394T0 19 16 10123.87 9950.69 1.017

1.333 Bearing

Diagonal A394T0 16 2 549.94 4932.82 0.111


T14 27 Leg A394T0 19 16 10052.38 9950.69 1.010

1.333 Bearing

Diagonal A394T0 16 2 3255.76 4932.82 0.660


T15 21 Leg A394T0 19 16 10236.90 9950.69 1.029

1.333 Bearing

Diagonal A394T0 16 2 2698.19 4932.82 0.547


T16 15 Leg A394T0 19 12 12872.59 9979.03 1.290

1.333 Bolt SS

Diagonal A394T0 16 2 5594.11 4932.82 1.134


T17 12 Leg A394T0 19 10 15601.49 9979.03 1.563 1.333 Bolt SS

Diagonal A394T0 16 3 3377.13 7399.23 0.456




Page

49 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Compression Checks

Leg Design Data (Compression)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 99 - 93 L76x76x6 6.0000 2.0000 66.5 K=0.50

148765 929 -1023.96 14093.26 0.073

T2 93 - 87 L102x102x6 6.0000 2.0000 49.5

K=0.50 144987 1252 -5969.82 18504.49 0.323

T3 87 - 81 L102x102x8 6.0000 2.0000 49.8

K=0.50 168136 1548 -15951.26 26547.18 0.601

T4 81 - 78 L102x102x8 3.0435 3.0435 75.7

K=0.50 136863 1548 -13958.40 21609.51 0.646

T5 78 - 75 L102x102x8 3.0435 3.0435 75.7

K=0.50 136863 1548 -14025.22 21609.51 0.649

T6 75 - 69 L102x102x10 6.0000 3.0000 74.9

K=0.50 137925 1845 -22883.97 25951.16 0.882

T7 69 - 63 L102x102x10 6.0000 3.0000 74.9

K=0.50 137925 1845 -33999.80 25951.16 1.310

T8 63 - 57 L127x127x10 6.0000 3.0000 59.7

K=0.50 156898 2329 -47887.57 37262.35 1.285

T9 57 - 51 L152x152x10 6.0000 3.0000 49.6

K=0.50 144905 2813 -63835.89 41563.86 1.536

H1-3 (1.54 CR) - 239

T10 51 - 45 L152x152x10 6.0000 3.0000 49.6 K=0.50

144905 2813 -81999.54 41563.86 1.973

H1-3 (1.97 CR) - 267

T11 45 - 39 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -83925.04 41484.57 2.023

bolt (2.11 CR) - 295

T12 39 - 33 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -80340.30 41484.57 1.937

H1-3 (1.94 CR) - 311

T13 33 - 27 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -76687.52 41484.57 1.849

H1-3 (1.85 CR) - 323

T14 27 - 21 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -75851.10 41484.57 1.828

H1-3 (1.83 CR) - 335

T15 21 - 15 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -77631.90 41484.57 1.871

H1-3 (1.87 CR) - 351

T16 15 - 12 L152x152x13 3.0212 3.0212 50.4 K=0.50

167461 3710 -69831.02 63347.37 1.102

T17 12 - 0 L152x152x13 12.2744 12.2744 51.2

K=0.13 166604 3710 -71564.65 63023.50 1.136



Page

50 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Diagonal Design Data (Compression)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 99 - 93 L38x38x5 2.4413 1.1542 99.5 K=1.00

89910 340 -493.04 3119.25 0.158

T2 93 - 87 L38x38x5 2.4413 1.1321 97.6

K=1.00 91562 340 -1326.63 3176.54 0.418

T3 87 - 81 L38x38x5 2.4413 1.1321 97.6

K=1.00 91562 340 -2386.64 3176.54 0.751

T4 81 - 78 L51x51x5 3.1018 2.9020 185.2

K=1.00 30028 461 -3278.21 1412.48 2.321

H1-3 (2.32 CR) - 136

T5 78 - 75 L51x51x5 3.3410 3.2255 205.8 K=1.00

24305 461 -2617.22 1143.29 2.289

KL/R > 200 (C) - 150

T6 75 - 69 L51x51x5 4.1379 1.9952 127.3 K=1.00

63523 461 -2902.54 2988.02 0.971

T7 69 - 63 L51x51x5 4.1379 1.9952 127.3

K=1.00 63523 461 -3787.14 2988.02 1.267

T8 63 - 57 L51x51x5 4.1379 1.9768 126.1

K=1.00 64714 461 -4211.08 3044.02 1.383

H1-3 (1.38 CR) - 224

T9 57 - 51 L51x51x5 4.1379 1.9583 125.0 K=1.00

65918 461 -4715.41 3100.66 1.521

H1-3 (1.52 CR) - 252

T10 51 - 45 L51x51x5 4.1379 1.9583 125.0 K=1.00

65918 461 -4985.21 3100.66 1.608

H1-3 (1.61 CR) - 280

T11 45 - 39 L51x51x6 6.8925 3.8097 123.1 K=0.50

67757 605 -3716.51 4181.22 0.889

T12 39 - 33 L51x51x6 7.4360 4.0189 129.9

K=0.50 61013 605 -1512.99 3765.04 0.402

T13 33 - 27 L51x51x6 8.0696 4.2997 139.0

K=0.50 53303 605 -1099.87 3289.28 0.334

T14 27 - 21 L64x64x6 8.7737 4.6292 118.5

K=0.50 72370 768 -1109.54 5665.69 0.196

T15 21 - 15 L64x64x6 9.5328 4.9937 127.8

K=0.50 63009 768 -1878.73 4932.86 0.381

T16 15 - 12 L64x64x6 4.9645 4.8689 249.3

K=1.00 16570 768 -11188.22 1297.25 8.625

KL/R > 200 (C) - 377

T17 12 - 0 L102x102x10 13.5511 13.3870 107.1 K=0.25

83122 1845 -10131.40 15639.69 0.648



Page

51 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Horizontal Design Data (Compression)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T5 78 - 75 L64x64x5 2.1250 2.0234 102.4 K=1.00

87375 582 -226.90 5184.88 0.044

T17 12 - 0 L102x102x6 8.4000 4.1238 64.9

K=0.50 113615 1252 -4248.08 14500.54 0.293

Top Girt Design Data (Compression)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T2 93 - 87 L51x51x5 1.4000 1.3238 84.5 K=1.00

102389 461 -143.08 4816.25 0.030

T3 87 - 81 L51x51x5 1.4000 1.2984 82.8

K=1.00 103663 461 -569.22 4876.16 0.117

T4 81 - 78 L51x51x5 1.4000 1.2984 82.8

K=1.00 103663 461 -169.21 4876.16 0.035

T6 75 - 69 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -2172.83 3158.57 0.688

T7 69 - 63 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -1635.68 3158.57 0.518

T8 63 - 57 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -2175.38 3158.57 0.689

T9 57 - 51 L64x64x5 2.8500 2.7230 137.8

K=1.00 54225 582 -2353.21 3217.77 0.731

T10 51 - 45 L64x64x5 2.8500 2.6976 136.5

K=1.00 55251 582 -2412.36 3278.65 0.736

T11 45 - 39 L64x64x5 2.8500 2.6976 136.5

K=1.00 55251 582 -3201.42 3278.65 0.976

T14 27 - 21 L76x76x6 5.8770 5.7246 121.2

K=0.50 69734 929 -987.88 6606.21 0.150

T15 21 - 15 L76x76x6 6.8860 6.7336 142.5

K=0.50 50684 929 -1917.99 4801.50 0.399

T16 15 - 12 2L76x76x6x10 7.8950 7.7426 163.9

K=0.50 38334 1858 -8902.75 7263.24 1.226

Mid Girt Design Data (Compression)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 99 - 93 L51x51x5 1.4000 1.3238 84.5 K=1.00

102389 461 -60.88 4816.25 0.013



Page

52 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T2 93 - 87 L51x51x5 1.4000 1.2984 82.8 K=1.00

103663 461 -426.30 4876.16 0.087

T3 87 - 81 L51x51x5 1.4000 1.2984 82.8

K=1.00 103663 461 -1032.63 4876.16 0.212

T6 75 - 69 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -1174.93 3158.57 0.372

T7 69 - 63 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -2027.96 3158.57 0.642

T8 63 - 57 L64x64x5 2.8500 2.7230 137.8

K=1.00 54225 582 -2219.02 3217.77 0.690

T9 57 - 51 L64x64x5 2.8500 2.6976 136.5

K=1.00 55251 582 -2341.76 3278.65 0.714

T10 51 - 45 L64x64x5 2.8500 2.6976 136.5

K=1.00 55251 582 -2323.01 3278.65 0.709

Inner Bracing Design Data (Compression)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T17 12 - 0 L76x76x6 5.9397 5.9397 197.5 K=0.50

26394 929 -1321.85 2500.47 0.529

Tension Checks

Leg Design Data (Tension)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 99 - 93 L76x76x6 6.0000 2.0000 84.7 224080 687 1076.50 15699.97 0.069

T2 93 - 87 L102x102x6 6.0000 2.0000 63.0 224080 1010 5837.69 23070.85 0.253

T3 87 - 81 L102x102x8 6.0000 2.0000 63.5 224080 1246 15502.07 28470.01 0.545

T4 81 - 78 L102x102x8 3.0435 3.0435 96.6 224080 1246 14068.31 28470.01 0.494

T5 78 - 75 L102x102x8 3.0435 3.0435 96.6 224080 1246 13986.30 28470.01 0.491

T6 75 - 69 L102x102x10 6.0000 3.0000 96.0 224080 1482 21273.99 33869.21 0.628

T7 69 - 63 L102x102x10 6.0000 3.0000 96.0 224080 1422 32259.95 32487.16 0.993

T8 63 - 57 L127x127x10 6.0000 3.0000 75.7 224080 1906 46433.36 43543.47 1.066



Page

53 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T9 57 - 51 L152x152x10 6.0000 3.0000 62.8 224080 2390 63505.67 54599.84 1.163

T10 51 - 45 L152x152x10 6.0000 3.0000 62.8 224080 2390 83811.65 54599.84 1.535

bolt (1.84 CR) - 265

T11 45 - 39 L152x152x10 6.0423 6.0423 126.5 224080 2390 86853.89 54599.84 1.591

bolt (2.18 CR) - 293

T12 39 - 33 L152x152x10 6.0423 6.0423 126.5 224080 2390 84047.06 54599.84 1.539

H2-1 (1.54 CR) - 309

T13 33 - 27 L152x152x10 6.0423 6.0423 126.5 224080 2390 80990.75 54599.84 1.483

H2-1 (1.48 CR) - 321

T14 27 - 21 L152x152x10 6.0423 6.0423 126.5 224080 2390 80419.23 54599.84 1.473

H2-1 (1.47 CR) - 333

T15 21 - 15 L152x152x10 6.0423 6.0423 126.5 224080 2390 81895.22 54599.84 1.500

H2-1 (1.50 CR) - 349

T16 15 - 12 L152x152x13 3.0212 3.0212 63.9 224080 3145 77235.46 71866.29 1.075

T17 12 - 0 L152x152x13 12.2744 12.2744 259.8 224080 3145 78007.48 71866.29 1.085

Diagonal Design Data (Tension)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 99 - 93 L38x38x5 2.4413 1.1542 99.5 199948 249 365.40 5086.95 0.072

T2 93 - 87 L38x38x5 2.4413 1.1321 97.6 199948 249 1144.41 5086.95 0.225

T3 87 - 81 L38x38x5 2.4413 1.1321 97.6 199948 249 2505.54 5086.95 0.493

T4 81 - 78 L51x51x5 3.1018 2.9020 185.2 148927 461 2992.07 7005.28 0.427

T5 78 - 75 L51x51x5 3.3410 3.2255 205.8 148927 461 2036.70 7005.28 0.291

T6 75 - 69 L51x51x5 4.1379 1.9952 127.3 148927 461 2751.16 7005.28 0.393

T7 69 - 63 L51x51x5 4.1379 1.9952 127.3 148927 461 3737.51 7005.28 0.534

T8 63 - 57 L51x51x5 4.1379 1.9768 126.1 148927 461 4430.75 7005.28 0.632

T9 57 - 51 L51x51x5 4.1379 1.9583 125.0 148927 461 5127.86 7005.28 0.732

T10 51 - 45 L51x51x5 4.1379 1.9583 125.0 148927 461 7823.47 7005.28 1.117

T11 45 - 39 L51x51x6 6.8925 3.8097 246.3 148927 605 9365.32 9190.15 1.019



Page

54 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T12 39 - 33 L51x51x6 7.4360 4.0189 259.8 148927 605 1849.93 9190.15 0.201

T13 33 - 27 L51x51x6 8.0696 4.2997 278.0 148927 605 514.83 9190.15 0.056

T14 27 - 21 L64x64x6 8.7737 4.6292 237.0 148927 768 6511.50 11659.14 0.558

T15 21 - 15 L64x64x6 9.5328 4.9937 255.7 148927 768 5396.39 11659.14 0.463

T16 15 - 12 L64x64x6 4.9645 4.8689 249.3 148927 768 9753.92 11659.14 0.837

T17 12 - 0 L102x102x10 13.5511 13.3870 428.5 148927 1845 8503.50 28021.13 0.303

Horizontal Design Data (Tension)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T5 78 - 75 L64x64x5 2.1250 2.0234 102.4 148927 582 206.57 8837.43 0.023

T17 12 - 0 L102x102x6 8.4000 4.1238 129.9 148927 1252 4093.80 19007.34 0.215

Top Girt Design Data (Tension)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 41.15 7005.28 0.006

T2 93 - 87 L51x51x5 1.4000 1.3238 84.5 148927 461 247.96 7005.28 0.035

T3 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 699.42 7005.28 0.100

T4 81 - 78 L51x51x5 1.4000 1.2984 82.8 148927 461 284.70 7005.28 0.041

T6 75 - 69 L64x64x5 2.8500 2.7484 139.1 148927 582 2593.81 8837.43 0.294

T7 69 - 63 L64x64x5 2.8500 2.7484 139.1 148927 582 1926.45 8837.43 0.218

T8 63 - 57 L64x64x5 2.8500 2.7484 139.1 148927 582 2204.38 8837.43 0.249

T9 57 - 51 L64x64x5 2.8500 2.7230 137.8 148927 582 2216.35 8837.43 0.251

T10 51 - 45 L64x64x5 2.8500 2.6976 136.5 148927 582 2264.35 8837.43 0.256



Page

55 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T11 45 - 39 L64x64x5 2.8500 2.6976 136.5 148927 582 2528.05 8837.43 0.286

T14 27 - 21 L76x76x6 5.8770 5.7246 242.3 148927 929 775.38 14108.54 0.055

T15 21 - 15 L76x76x6 6.8860 6.7336 285.1 148927 929 1110.42 14108.54 0.079

T16 15 - 12 2L76x76x6x10 7.8950 7.7426 327.8 148927 1858 9479.49 28217.08 0.336

Mid Girt Design Data (Tension)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 170.45 7005.28 0.024

T2 93 - 87 L51x51x5 1.4000 1.2984 82.8 148927 461 545.98 7005.28 0.078

T3 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 1202.00 7005.28 0.172

T6 75 - 69 L64x64x5 2.8500 2.7484 139.1 148927 582 1399.72 8837.43 0.158

T7 69 - 63 L64x64x5 2.8500 2.7484 139.1 148927 582 2159.96 8837.43 0.244

T8 63 - 57 L64x64x5 2.8500 2.7230 137.8 148927 582 2206.09 8837.43 0.250

T9 57 - 51 L64x64x5 2.8500 2.6976 136.5 148927 582 2203.85 8837.43 0.249

T10 51 - 45 L64x64x5 2.8500 2.6976 136.5 148927 582 2136.96 8837.43 0.242

Inner Bracing Design Data (Tension)

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T17 12 - 0 L76x76x6 5.9397 5.9397 251.4 148927 929 599.25 14108.54 0.042



Page

56 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section Capacity Table

Section

No.

Elevation

m

Component

Type

Size Critical

Element

P

kg

SF*Pallow

kg

%

Capacity

Pass

Fail

T1 99 - 93 Leg L76x76x6 3 -1023.96 18786.31 5.5 Pass Diagonal L38x38x5 16 -493.04 4157.96 11.9 Pass Top Girt L51x51x5 6 41.15 9338.04 0.4

1.1 (b) Pass

Mid Girt L51x51x5 10 170.45 9338.04 1.8 Pass T2 93 - 87 Leg L102x102x6 43 -5969.82 24666.48 24.2 Pass

Diagonal L38x38x5 56 -1326.63 4234.32 31.3 Pass Top Girt L51x51x5 46 247.96 9338.04 2.7

6.7 (b) Pass

Mid Girt L51x51x5 52 -426.30 6499.93 6.6 Pass T3 87 - 81 Leg L102x102x8 83 -15951.26 35387.39 45.1 Pass

Diagonal L38x38x5 96 -2386.64 4234.32 56.4 67.7 (b)

Pass

Top Girt L51x51x5 88 -569.22 6499.93 8.8 18.9 (b)

Pass


Diagonal L51x51x5 136 -3278.21 1882.83 174.1 Fail Top Girt L51x51x5 128 284.70 9338.04 3.0

7.7 (b) Pass

T5 78 - 75 Leg L102x102x8 143 -14025.22 28805.48 48.7 Pass Diagonal L51x51x5 150 -2617.22 1524.01 171.7 Fail Horizontal L64x64x5 129 -226.90 6911.44 3.3 Pass

T6 75 - 69 Leg L102x102x10 155 -22883.97 34592.90 66.2 Pass Diagonal L51x51x5 168 -2902.54 3983.03 72.9 Pass Top Girt L64x64x5 160 -2172.83 4210.37 51.6 Pass Mid Girt L64x64x5 164 -1174.93 4210.37 27.9 Pass

T7 69 - 63 Leg L102x102x10 183 -33999.80 34592.90 98.3 Pass Diagonal L51x51x5 196 -3787.14 3983.03 95.1 Pass Top Girt L64x64x5 188 -1635.68 4210.37 38.8 Pass Mid Girt L64x64x5 192 -2027.96 4210.37 48.2 Pass

T8 63 - 57 Leg L127x127x10 211 -47887.57 49670.71 96.4 Pass Diagonal L51x51x5 224 -4211.08 4057.68 103.8 Fail Top Girt L64x64x5 216 -2175.38 4210.37 51.7 Pass Mid Girt L64x64x5 220 -2219.02 4289.28 51.7 Pass

T9 57 - 51 Leg L152x152x10 239 -63835.89 55404.62 115.2 Fail Diagonal L51x51x5 252 -4715.41 4133.18 114.1 Fail Top Girt L64x64x5 241 -2353.21 4289.28 54.9 Pass Mid Girt L64x64x5 248 -2341.76 4370.44 53.6 Pass


T11 45 - 39 Leg L152x152x10 295 -83925.04 55298.93 151.8 163.7 (b)

Fail

Diagonal L51x51x6 307 9365.32 12250.47 76.4 Pass Top Girt L64x64x5 298 -3201.42 4370.44 73.3 Pass

T12 39 - 33 Leg L152x152x10 311 -80340.30 55298.93 145.3 Fail Diagonal L51x51x6 320 -1512.99 5018.79 30.1 Pass


T14 27 - 21 Leg L152x152x10 335 -75851.10 55298.93 137.2 Fail Diagonal L64x64x6 347 6511.50 15541.64 41.9

49.5 (b) Pass

Top Girt L76x76x6 337 -987.88 8806.08 11.2 Pass T15 21 - 15 Leg L152x152x10 351 -77631.90 55298.93 140.4 Fail



Page

57 of 57


Project


Date

14:22:15 09/10/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Size Critical

Element

P

kg

SF*Pallow

kg

%

Capacity

Pass

Fail

Diagonal L64x64x6 363 5396.39 15541.64 34.7 41.0 (b)

Pass

Top Girt L76x76x6 353 -1917.99 6400.40 30.0 Pass T16 15 - 12 Leg L152x152x13 367 -69831.02 84442.04 82.7

96.8 (b) Pass

Diagonal L64x64x6 377 -11188.22 1729.24 647.0 Fail Top Girt 2L76x76x6x10 372 -8902.75 9681.90 92.0 Pass

T17 12 - 0 Leg L152x152x13 387 -71564.65 84010.33 85.2 117.3 (b)

Fail

Diagonal L102x102x10 394 -10131.40 20847.70 48.6 Pass Horizontal L102x102x6 379 -4248.08 19329.21 22.0 Pass Inner Bracing L76x76x6 398 -1321.85 3333.13 39.7 Pass Summary Leg (T11) 163.7 Fail Diagonal

(T16) 647.0 Fail

Horizontal (T17)

22.0 Pass

Top Girt (T16)

92.0 Pass

Mid Girt (T9)

53.6 Pass

Inner Bracing (T17)

39.7 Pass

Bolt Checks 163.7 Fail RATING = 647.0 Fail

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99m C. ACTUAL EB. CERRO LA PITA.eri

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA DE DEFLEXIONES-TC99m PATA=12.050m V=120 KPH





Dwg No. E-5

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

0

0

500

500

Deflection (mm)

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

Ele

va

tio

n (

m)

0

0

0.5

0.5

Tilt (deg)0

0

0.05

0.05

0.1

0.1

Twist (deg)

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA CABLES GUIA DE ONDA-TC99m PATA=12.050m V=120 KPH





Dwg No. E-7

Feedline Distribution Chart

0.0000 - 99.0000Round Flat App In Face App Out Face Truss Leg

Face A

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

99.0000

Ele

va

tio

n (

m)

Face B

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

Face C

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

Face D

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

99.0000

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

7/8

(1 A

NT

MW

E)

7/8

(1 A

NT

MW

E)

(2)

7/8

(2 A

NT

MW

E)

7/8

(1 A

NT

GR

IP E

)

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA DE ESFUERZOS-TC99m PATA=12.050m V=120 KPH





Dwg No. E-8

Stress Distribution Chart

0.0000 - 99.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress

Face A Face B Face C Face D

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

99.0000

Ele

va

tio

n (

m)

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

99.0000


Calle 1010 No. 70G-25 PBX: +(571) 226 9999


CONDICION NUEVA.

EB. CERRO LA PITA.

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: SILUETA DE CALCULO-TC99+6m PATA=12.050m V=120 KPH

Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.



D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri

Dwg No. E-1

105.0 m

100.8 m

99.0 m

93.0 m

87.0 m

81.0 m

78.0 m

75.0 m

69.0 m

63.0 m

57.0 m

51.0 m

45.0 m

39.0 m

33.0 m

27.0 m

21.0 m

15.0 m

12.0 m

0.0 m


33329 kgSHEAR

1621489 kg-mMOMENT

27340 kgAXIAL



S

ection

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

T16

T17

T18

T19

Legs

L76x76x6

L102x102x6

L102x102x8

L102x102x10

L127x127x10

L152x152x10

L152x152x13

Leg G

rade

A572-5

0

D

iagonals

L38x38x5

L51x51x5

L51x51x6

L64x64x6

L102x102x10

D

iagonal G

rade

A36

T

op G

irts

L38x38x5

L51x51x5

N.A

.L64x64x5

N.A

.L76x76x6

AN

.A.

M

id G

irts

N.A

.L51x51x5

N.A

.L64x64x5

N.A

.

H

orizonta

lsL38x38x5

N.A

.B

N.A

.L102x102x6

In

ner

Bra

cin

gN

.A.

L76x76x6

F

ace W

idth

(m

)0.6

1.4

2.1

25

2.8

53.8

59

4.8

68

5.8

77

6.8

86

7.8

95

8.4

12.0

5

# P

anels

@ (

m)

6 @

0.7

C9 @

212 @

35 @

61 @

31 @

12

W

eig

ht (k

g)

330.1

152.0

588.4

679.6

763.5

387.1

425.3

1037.2

1037.2

1173.9

1310.6

1310.6

1271.4

1224.3

1260.4

1692.0

1791.0

1577.7

5254.5

23266.7

CxMANTENIMIENTO 105AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 102.5AT15-250 (N) 102.5AT15-250 (N) 102.5AT15-250 (N) 101.5AT15-250 (N) 101.5AT15-250 (N) 101.56 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 833 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.58 FT DISH (1 ANT MW Ø2.40m E) 278 FT DISH (1 ANT MW Ø2.40m E) 248 FT DISH (1 ANT MW Ø2.40m E) 188 FT DISH (1 ANT MW Ø2.40m E) 18ANT GRIP 1.0x2.50m (1 ANT GRIP E)



AT15-250 (N) 104.5

AT15-250 (N) 104.5

AT15-250 (N) 104.5

AT15-250 (N) 104.5

AT15-250 (N) 103.5

AT15-250 (N) 103.5

AT15-250 (N) 103.5

AT15-250 (N) 103.5

AT15-250 (N) 102.5

AT15-250 (N) 102.5

AT15-250 (N) 102.5

AT15-250 (N) 101.5

AT15-250 (N) 101.5

AT15-250 (N) 101.5

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5






7.5


A 2L76x76x6x10

B L64x64x5

C 2 @ 0.9


A572-50 344738 kPa 448159 kPa A36 248211 kPa 399896 kPa



A153 Standards.6. Welds are fabricated with ER-70S-6 electrodes.7. TOWER RATING: 799.3%



Page

1 of 67


Project

EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.

Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower Input Data




Options




Page

2 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Leg C Leg D

Fac

e A

Face B

Face D

Square Tower

Fac

e C

Wind 0

Wind 90

Wind

45

Leg A Leg B

Z

X


Tower

Section

Tower

Elevation

m

Assembly

Database

Description Section

Width

m

Number

of

Sections

Section

Length

m

T1 105.0000-100.8000

0.6000 1 4.2000

T2 100.8000-99.0000

0.6000 1 1.8000




Page

3 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Section

Tower

Elevation

m

Diagonal

Spacing

m

Bracing

Type

Has

K Brace

End

Panels

Has

Horizontals

Top Girt

Offset

mm

Bottom Girt

Offset

mm

T1 105.0000-100.8000

0.7000 Diag Down No Yes 0 0

T2 100.8000-99.0000




Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1 105.0000-100.80

00



T2 100.8000-99.000

0



T3 99.0000-93.0000



T4 93.0000-87.0000



T5 87.0000-81.0000



T6 81.0000-78.0000



T7 78.0000-75.0000



T8 75.0000-69.0000



T9 69.0000-63.0000



T10 63.0000-57.0000



T11 57.0000-51.0000



T12 51.0000-45.0000



T13 Equal Angle L152x152x10 A572-50 Equal Angle L51x51x6 A36



Page

4 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

45.0000-39.0000 (344738 kPa) (248211 kPa) T14

39.0000-33.0000 Equal Angle L152x152x10 A572-50


(248211 kPa) T15

33.0000-27.0000 Equal Angle L152x152x10 A572-50


(248211 kPa) T16

27.0000-21.0000 Equal Angle L152x152x10 A572-50


(248211 kPa) T17

21.0000-15.0000 Equal Angle L152x152x10 A572-50


(248211 kPa) T18

15.0000-12.0000 Equal Angle L152x152x13 A572-50


(248211 kPa) T19

12.0000-0.0000 Equal Angle L152x152x13 A572-50


(248211 kPa)


Tower

Elevation

m

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1 105.0000-100.80

00



T2 100.8000-99.000

0



T3 99.0000-93.0000



T4 93.0000-87.0000



T5 87.0000-81.0000



T6 81.0000-78.0000



T8 75.0000-69.0000



T9 69.0000-63.0000



T10 63.0000-57.0000



T11 57.0000-51.0000



T12 51.0000-45.0000



T13 45.0000-39.0000



T16 27.0000-21.0000



T17 21.0000-15.0000



T18 15.0000-12.0000

Double Equal Angle

2L76x76x6x10 A36 (248211 kPa)




Page

5 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Elevation

m

No.

of

Mid

Girts

Mid Girt

Type

Mid Girt

Size

Mid Girt

Grade

Horizontal

Type

Horizontal

Size

Horizontal

Grade

T1 105.0000-100.80

00

None Equal Angle A36 (248211 kPa)


T2 100.8000-99.000

0



T3 99.0000-93.0000



T4 93.0000-87.0000



T5 87.0000-81.0000



T6 81.0000-78.0000


Solid Round 8 A36 (248211 kPa)

T7 78.0000-75.0000



T8 75.0000-69.0000



T9 69.0000-63.0000



T10 63.0000-57.0000



T11 57.0000-51.0000



T12 51.0000-45.0000



T18 15.0000-12.0000



T19 12.0000-0.0000




Tower

Elevation

m

Secondary

Horizontal Type


Size

Secondary

Horizontal

Grade

Inner Bracing

Type

Inner Bracing Size

Inner Bracing

Grade

T19 12.0000-0.0000




Tower

Elevation

m

Gusset

Area

(per face)

m2

Gusset

Thickness

mm


Af

Adjust.

Factor

Ar

Weight Mult.

Double Angle

Stitch Bolt

Spacing

Diagonals

mm

Double Angle

Stitch Bolt

Spacing

Horizontals

mm

T1 0.0000 0 A36 1 1 1.5 0 0



Page

6 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

Gusset

Area

(per face)

m2

Gusset

Thickness

mm


Af

Adjust.

Factor

Ar

Weight Mult.

Double Angle

Stitch Bolt

Spacing

Diagonals

mm

Double Angle

Stitch Bolt

Spacing

Horizontals

mm

105.0000-100.8000

(248211 kPa)

T2 100.8000-99.0

000

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0

T3 99.0000-93.00

00

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0

T4 93.0000-87.00

00

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0

T5 87.0000-81.00

00

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0

T6 81.0000-78.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T7 78.0000-75.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T8 75.0000-69.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T9 69.0000-63.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T10 63.0000-57.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T11 57.0000-51.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T12 51.0000-45.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T13 45.0000-39.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T14 39.0000-33.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T15 33.0000-27.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T16 27.0000-21.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T17 21.0000-15.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T18 15.0000-12.00

00

0.0000 0 A36 (248211 kPa)

1.3 1 1.5 0 0

T19 12.0000-0.000

0

0.0000 0 A36 (248211 kPa)

1.45 1 1.5 0 0



Page

7 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


K Factors1

Tower

Elevation

m

Calc

K

Single

Angles

Calc

K

Solid

Rounds

Legs X

Brace

Diags

X

Y

K

Brace

Diags

X

Y

Single

Diags

X

Y

Girts

X

Y

Horiz.

X

Y

Sec.

Horiz.

X

Y

Inner

Brace

X

Y

T1 105.0000-100.

8000

No No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T2 100.8000-99.0

000

No No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T3 99.0000-93.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T4 93.0000-87.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T5 87.0000-81.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T6 81.0000-78.00

00

No No 0.5 1 0.5

1 0.5

1 1

1 0.5

1 1

1 1

1 1

T7 78.0000-75.00

00

No No 0.5 1 0.5

1 0.5

1 1

1 0.5

1 1

1 1

1 1

T8 75.0000-69.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T9 69.0000-63.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T10 63.0000-57.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T11 57.0000-51.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T12 51.0000-45.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T13 45.0000-39.00

00

No No 0.25 0.5 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T14 39.0000-33.00

00

No No 0.25 0.5 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T15 33.0000-27.00

00

No No 0.25 0.5 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T16 27.0000-21.00

00

No No 0.25 0.5 0.25

1 1

1 1

0.5 0.25

1 1

1 1

1 1

T17 21.0000-15.00

00

No No 0.25 0.5 0.25

1 1

1 1

0.5 0.25

0.5 0.25

1 1

1 1

T18 15.0000-12.00

No No 0.5 1 1

1 0.25

1 1

0.45 0.25

0.5 0.25

1 1

1 1



Page

8 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

K Factors1

Tower

Elevation

m

Calc

K

Single

Angles

Calc

K

Solid

Rounds

Legs X

Brace

Diags

X

Y

K

Brace

Diags

X

Y

Single

Diags

X

Y

Girts

X

Y

Horiz.

X

Y

Sec.

Horiz.

X

Y

Inner

Brace

X

Y

00 T19

12.0000-0.0000

No No 0.125 1 1

0.25 0.125

1 1

1 1

0.5 0.25

1 1

0.5 0.5


the overall length.


Tower

Elevation

m


Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

T1 105.0000-100.

8000

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T2 100.8000-99.0

000

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T3 99.0000-93.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T4 93.0000-87.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T5 87.0000-81.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T6 81.0000-78.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T7 78.0000-75.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T8 75.0000-69.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T9 69.0000-63.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T10 63.0000-57.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T11 57.0000-51.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T12 51.0000-45.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75



Page

9 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m


Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

T13 45.0000-39.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T14 39.0000-33.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T15 33.0000-27.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T16 27.0000-21.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T17 21.0000-15.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T18 15.0000-12.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T19 12.0000-0.000

0

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75


Tower

Elevation

m

Leg

Connection

Type


Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No.

T1 105.0000-100.

8000

Sleeve SS 16 A394T0

6 13 A394T0

1 13 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T2 100.8000-99.0

000

Sleeve SS 16 A394T0

6 13 A394T0

1 13 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T3 99.0000-93.00

00

Sleeve SS 16 A394T0

6 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T4 93.0000-87.00

00

Sleeve SS 16 A394T0

6 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T5 87.0000-81.00

00

Sleeve SS 16 A394T0

8 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T6 81.0000-78.00

00

Sleeve SS 16 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T7 78.0000-75.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0



Page

10 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

Leg

Connection

Type


Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No.

T8 75.0000-69.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T9 69.0000-63.00

00

Sleeve SS 19 A394T0

12 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T10 63.0000-57.00

00

Sleeve SS 19 A394T0

12 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T11 57.0000-51.00

00

Sleeve SS 19 A394T0

12 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T12 51.0000-45.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T13 45.0000-39.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T14 39.0000-33.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T15 33.0000-27.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T16 27.0000-21.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T17 21.0000-15.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T18 15.0000-12.00

00

Sleeve SS 19 A394T0

12 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T19 12.0000-0.000

0

Sleeve SS 19 A394T0

10 16 A394T0

3 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0


Description Face

or

Leg

Allow

Shield

Component

Type

Placement

m

Total

Number

Number

Per Row

Clear

Spacing

mm

Width or

Diameter

mm

Perimeter

mm

Weight

kglm

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37



Page

11 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Face

or

Leg

Allow

Shield

Component

Type

Placement

m

Total

Number

Number

Per Row

Clear

Spacing

mm

Width or

Diameter

mm

Perimeter

mm

Weight

kglm

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37

7/8 (1 ANT MW E)

D No Ar (CfAe) 27.0000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT MW E)

D No Ar (CfAe) 24.0000 - 0.0000 1 1 28 28 0.80

7/8 (2 ANT MW E)

D No Ar (CfAe) 18.0000 - 0.0000 2 2 28 28 0.80

7/8 (1 ANT GRIP E)

D No Ar (CfAe) 7.5000 - 0.0000 1 1 28 28 0.80

1 (4 ANT RF N)

C No Ar (CfAe) 104.0000 - 0.0000 4 4 32 32 0.86

1 (4 ANT RF N)

C No Ar (CfAe) 103.0000 - 0.0000 4 4 32 32 0.86

1 (3 ANT RF N)

C No Ar (CfAe) 102.0000 - 0.0000 3 3 32 32 0.86

1 (3 ANT RF N)

C No Ar (CfAe) 101.0000 - 0.0000 3 3 32 32 0.86


Tower

Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

T1 105.0000-100.8000

A B C D

0.000 0.000 0.819 0.000

0.000 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 22.27 0.00

T2 100.8000-99.0000 A B C D

0.000 0.000 0.800 0.000

0.000 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 21.75 0.00



Page

12 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

T3 99.0000-93.0000 A B C D

0.000 0.000 2.667 0.177

0.000 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 72.50 4.46

T4 93.0000-87.0000 A B C D

0.000 0.000 2.667 0.707

0.000 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 72.50 17.86

T5 87.0000-81.0000 A B C D

0.000 0.000 2.667 1.179

0.000 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 72.50 29.76

T6 81.0000-78.0000 A B C D

0.000 0.000 1.333 0.707

0.000 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 36.25 17.86

T7 78.0000-75.0000 A B C D

0.000 0.000 1.333 0.707

0.000 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 36.25 17.86

T8 75.0000-69.0000 A B C D

0.000 0.000 2.667 1.503

0.000 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 72.50 37.95

T9 69.0000-63.0000 A B C D

0.000 0.000 2.667 1.753

0.000 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 72.50 44.27

T10 63.0000-57.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T11 57.0000-51.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T12 51.0000-45.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T13 45.0000-39.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T14 39.0000-33.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T15 33.0000-27.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T16 27.0000-21.0000 A B C D

0.000 0.000 2.667 2.022

0.000 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 72.50 51.88

T17 21.0000-15.0000 A B C D

0.000 0.000 2.667 2.275

0.000 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 72.50 59.11

T18 15.0000-12.0000 A 0.000 0.000 0.000 0.000 0.00



Page

13 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

B C D

0.000 1.333 1.222

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

0.00 36.25 31.97

T19 12.0000-0.0000 A B C D

0.000 0.000 5.334 5.100

0.000 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

145.01 133.89


Section Elevation

m

CPX

mm

CPZ

mm

CPX

Ice

mm

CPZ

Ice

mm

T1 105.0000-100.8000 56 0 56 0 T2 100.8000-99.0000 161 0 161 0 T3 99.0000-93.0000 203 13 203 13 T4 93.0000-87.0000 172 45 172 45 T5 87.0000-81.0000 165 72 165 72 T6 81.0000-78.0000 188 99 188 99 T7 78.0000-75.0000 248 131 248 131 T8 75.0000-69.0000 263 147 263 147 T9 69.0000-63.0000 258 169 258 169

T10 63.0000-57.0000 237 156 237 156 T11 57.0000-51.0000 220 145 220 145 T12 51.0000-45.0000 220 145 220 145 T13 45.0000-39.0000 261 172 261 172 T14 39.0000-33.0000 349 231 349 231 T15 33.0000-27.0000 421 278 421 278 T16 27.0000-21.0000 410 311 410 311 T17 21.0000-15.0000 451 385 451 385 T18 15.0000-12.0000 400 366 400 366 T19 12.0000-0.0000 518 496 518 496

User Defined Loads


m

Offset

From

Centroid

m

Azimuth

Angle

°

Weight

kg

Fx

kg

Fz

kg

Wind Force

kg

CAAC

m2


320.00 320.00

0.00 0.00

0.00 0.00

0.00

0.00

0.0000 0.0000



Page

14 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

m

m

m

Azimuth

Adjustment

°

Placement

m

CAAA

Front

m2

CAAA

Side

m2

Weight

kg

6 ANT TV 0.20x0.80m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.25x1.0m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

3 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00



Page

15 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

m

m

m

Azimuth

Adjustment

°

Placement

m

CAAA

Front

m2

CAAA

Side

m2

Weight

kg

3 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

AT15-250 (N)

A From Leg 0.0000 0.0000 0.0000

0.0000 104.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

B From Leg 0.0000 0.0000 0.0000

0.0000 104.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 104.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 104.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

A From Leg 0.0000 0.0000 0.0000

0.0000 103.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

B From Leg 0.0000 0.0000 0.0000

0.0000 103.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 103.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 103.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

A From Leg 0.0000 0.0000 0.0000

0.0000 102.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 102.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 102.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

A From Leg 0.0000 0.0000 0.0000

0.0000 101.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 101.5000 No Ice 0.4750 0.2600 10.00



Page

16 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

m

m

m

Azimuth

Adjustment

°

Placement

m

CAAA

Front

m2

CAAA

Side

m2

Weight

kg

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 101.5000 No Ice 0.4750 0.2600 10.00

Dishes

Description Face

or

Leg

Dish

Type

Offset

Type

Offsets:

Horz

Lateral

Vert

m

Azimuth

Adjustment

°

3 dB

Beam

Width

°

Elevation

m

Outside

Diameter

m

Aperture

Area

m2

Weight

kg


E)


From Leg

0.3000 0.0000 0.0000

Worst 27.0000 2.4384 No Ice 4.6730 113.85


E)


From Leg

0.3000 0.0000 0.0000

Worst 24.0000 2.4384 No Ice 4.6730 113.85


E)


From Leg

0.3000 0.0000 0.0000

Worst 18.0000 2.4384 No Ice 4.6730 113.85


E)


From Leg

0.3000 0.0000 0.0000

Worst 18.0000 2.4384 No Ice 4.6730 113.85

ANT GRIP 1.0x2.50m

(1 ANT GRIP E)

C Grid From Leg

0.3000 0.0000 0.0000

Worst 7.5000 1.8000 No Ice 2.5447 45.00


GH = 1.079

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T1 105.0000-100.

8000

102.9000 1.943 1.32 2.702 A B C D

0.944 0.944 0.944 0.944

0.000 0.000 0.819 0.000

0.640 67.82 67.82 36.31 67.82

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 100.8000-99.0

000

99.9000 1.927 1.31 1.880 A B C D

0.439 0.439 0.439 0.439

0.000 0.000 0.800 0.000

0.288 65.51 65.51 23.21 65.51

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 99.0000-93.00

00

96.0000 1.905 1.30 8.659 A B C D

1.644 1.644 1.644 1.644

0.000 0.000 2.667 0.177

0.914 55.63 55.63 21.21 50.22

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000



Page

17 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T4 93.0000-87.00

00

90.0000 1.87 1.27 8.737 A B C D

1.938 1.938 1.938 1.938

0.000 0.000 2.667 0.707

1.219 62.92 62.92 26.48 46.10

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 87.0000-81.00

00

84.0000 1.834 1.25 8.743 A B C D

1.935 1.935 1.935 1.935

0.000 0.000 2.667 1.179

1.219 63.02 63.02 26.49 39.16

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 81.0000-78.00

00

79.5000 1.805 1.23 5.460 A B C D

1.077 1.077 1.077 1.077

0.000 0.000 1.333 0.707

0.618 57.41 57.41 25.65 34.66

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 78.0000-75.00

00

76.5000 1.785 1.22 7.635 A B C D

1.182 1.182 1.182 1.182

0.000 0.000 1.333 0.707

0.618 52.32 52.32 24.58 32.73

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 75.0000-69.00

00

72.0000 1.755 1.20 17.445 A B C D

2.617 2.617 2.617 2.617

0.000 0.000 2.667 1.503

1.219 46.59 46.59 23.07 29.59

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 69.0000-63.00

00

66.0000 1.712 1.17 17.445 A B C D

2.617 2.617 2.617 2.617

0.000 0.000 2.667 1.753

1.219 46.59 46.59 23.07 27.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T10 63.0000-57.00

00

60.0000 1.666 1.14 17.523 A B C D

2.944 2.944 2.944 2.944

0.000 0.000 2.667 1.768

1.524 51.76 51.76 27.16 32.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T11 57.0000-51.00

00

54.0000 1.616 1.10 17.599 A B C D

3.268 3.268 3.268 3.268

0.000 0.000 2.667 1.768

1.829 55.96 55.96 30.81 36.32

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T12 51.0000-45.00

00

48.0000 1.563 1.07 17.599 A B C D

3.264 3.264 3.264 3.264

0.000 0.000 2.667 1.768

1.829 56.03 56.03 30.83 36.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T13 45.0000-39.00

00

42.0000 1.504 1.03 20.628 A B C D

3.218 3.218 3.218 3.218

0.000 0.000 2.667 1.768

1.842 57.23 57.23 31.29 36.94

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T14 39.0000-33.00

00

36.0000 1.44 0.98 26.682 A B C D

3.085 3.085 3.085 3.085

0.000 0.000 2.667 1.768

1.842 59.69 59.69 32.02 37.95

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T15 33.0000-27.00

00

30.0000 1.366 0.93 32.736 A B C D

3.166 3.166 3.166 3.166

0.000 0.000 2.667 1.768

1.842 58.17 58.17 31.57 37.33

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T16 27.0000-21.00

00

24.0000 1.282 0.87 38.790 A B C D

4.039 4.039 4.039 4.039

0.000 0.000 2.667 2.022

1.842 45.60 45.60 27.46 30.39

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T17 21.0000-15.00

00

18.0000 1.181 0.80 44.844 A B C D

4.249 4.249 4.249 4.249

0.000 0.000 2.667 2.275

1.842 43.35 43.35 26.63 28.23

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T18 15.0000-12.00

00

13.5000 1.088 0.74 24.700 A B C D

2.768 2.768 2.768 2.768

0.000 0.000 1.333 1.222

0.921 33.27 33.27 22.45 23.08

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000



Page

18 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T19 12.0000-0.000

0

6.0000 1 0.68 123.738 A B C D

10.584 10.584 10.584 10.584

0.000 0.000 5.334 5.100

3.741 35.35 35.35 23.50 23.85

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000


GH = 1.079

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T1 105.0000-100.

8000

102.9000 1.943 0.33 2.702 A B C D

0.944 0.944 0.944 0.944

0.000 0.000 0.819 0.000

0.640 67.82 67.82 36.31 67.82

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 100.8000-99.0

000

99.9000 1.927 0.33 1.880 A B C D

0.439 0.439 0.439 0.439

0.000 0.000 0.800 0.000

0.288 65.51 65.51 23.21 65.51

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 99.0000-93.00

00

96.0000 1.905 0.32 8.659 A B C D

1.644 1.644 1.644 1.644

0.000 0.000 2.667 0.177

0.914 55.63 55.63 21.21 50.22

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 93.0000-87.00

00

90.0000 1.87 0.32 8.737 A B C D

1.938 1.938 1.938 1.938

0.000 0.000 2.667 0.707

1.219 62.92 62.92 26.48 46.10

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 87.0000-81.00

00

84.0000 1.834 0.31 8.743 A B C D

1.935 1.935 1.935 1.935

0.000 0.000 2.667 1.179

1.219 63.02 63.02 26.49 39.16

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 81.0000-78.00

00

79.5000 1.805 0.31 5.460 A B C D

1.077 1.077 1.077 1.077

0.000 0.000 1.333 0.707

0.618 57.41 57.41 25.65 34.66

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 78.0000-75.00

00

76.5000 1.785 0.30 7.635 A B C D

1.182 1.182 1.182 1.182

0.000 0.000 1.333 0.707

0.618 52.32 52.32 24.58 32.73

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 75.0000-69.00

00

72.0000 1.755 0.30 17.445 A B C D

2.617 2.617 2.617 2.617

0.000 0.000 2.667 1.503

1.219 46.59 46.59 23.07 29.59

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 69.0000-63.00

00

66.0000 1.712 0.29 17.445 A B C D

2.617 2.617 2.617 2.617

0.000 0.000 2.667 1.753

1.219 46.59 46.59 23.07 27.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T10 63.0000-57.00

00

60.0000 1.666 0.28 17.523 A B C D

2.944 2.944 2.944 2.944

0.000 0.000 2.667 1.768

1.524 51.76 51.76 27.16 32.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T11 57.0000-51.00

00

54.0000 1.616 0.28 17.599 A B C

3.268 3.268 3.268

0.000 0.000 2.667

1.829 55.96 55.96 30.81

0.000 0.000 0.000

0.000 0.000 0.000



Page

19 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

D 3.268 1.768 36.32 0.000 0.000 T12

51.0000-45.0000

48.0000 1.563 0.27 17.599 A B C D

3.264 3.264 3.264 3.264

0.000 0.000 2.667 1.768

1.829 56.03 56.03 30.83 36.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T13 45.0000-39.00

00

42.0000 1.504 0.26 20.628 A B C D

3.218 3.218 3.218 3.218

0.000 0.000 2.667 1.768

1.842 57.23 57.23 31.29 36.94

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T14 39.0000-33.00

00

36.0000 1.44 0.25 26.682 A B C D

3.085 3.085 3.085 3.085

0.000 0.000 2.667 1.768

1.842 59.69 59.69 32.02 37.95

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T15 33.0000-27.00

00

30.0000 1.366 0.23 32.736 A B C D

3.166 3.166 3.166 3.166

0.000 0.000 2.667 1.768

1.842 58.17 58.17 31.57 37.33

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T16 27.0000-21.00

00

24.0000 1.282 0.22 38.790 A B C D

4.039 4.039 4.039 4.039

0.000 0.000 2.667 2.022

1.842 45.60 45.60 27.46 30.39

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T17 21.0000-15.00

00

18.0000 1.181 0.20 44.844 A B C D

4.249 4.249 4.249 4.249

0.000 0.000 2.667 2.275

1.842 43.35 43.35 26.63 28.23

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T18 15.0000-12.00

00

13.5000 1.088 0.19 24.700 A B C D

2.768 2.768 2.768 2.768

0.000 0.000 1.333 1.222

0.921 33.27 33.27 22.45 23.08

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T19 12.0000-0.000

0

6.0000 1 0.17 123.738 A B C D

10.584 10.584 10.584 10.584

0.000 0.000 5.334 5.100

3.741 35.35 35.35 23.50 23.85

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000


Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 105.0000-100.

8000

22.27 330.07 A B C D

0.349 0.349 0.653 0.349

2.427 2.427 1.853 2.427

0.632 0.632 0.787 0.632

1 1 1 1

1 1 1 1

0.944 0.944 1.589 0.944

429.06 102.16 C

T2 100.8000-99.0

000

21.75 151.99 A B C D

0.234 0.234 0.659 0.234

2.84 2.84

1.849 2.84

0.598 0.598 0.792 0.598

1 1 1 1

1 1 1 1

0.439 0.439 1.072 0.439

286.51 159.17 C

T3 99.0000-93.00

00

76.97 588.45 A B C D

0.19 0.19

0.498 0.21

3.024 3.024 2.054 2.936

0.588 0.588 0.696 0.593

1 1 1 1

1 1 1 1

1.644 1.644 3.501 1.749

1027.54 171.26 C

T4 93.0000-87.00

00

90.36 679.60 A B C D

0.222 0.222 0.527 0.303

2.888 2.888 2.002 2.581

0.595 0.595 0.712 0.617

1 1 1 1

1 1 1 1

1.938 1.938 3.836 2.374

1076.84 179.47 C

T5 102.27 763.46 A 0.221 2.89 0.595 1 1 1.935 1055.35 175.89 C



Page

20 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

87.0000-81.0000

B C D

0.221 0.526 0.356

2.89 2.003 2.406

0.595 0.711 0.635

1 1 1

1 1 1

1.935 3.832 2.683

T6 81.0000-78.00

00

54.11 387.12 A B C D

0.197 0.197 0.442 0.327

2.992 2.992 2.175 2.499

0.59 0.59

0.669 0.624

1 1 1 1

1 1 1 1

1.077 1.077 1.970 1.519

579.97 193.32 C

T7 78.0000-75.00

00

54.11 425.33 A B C D

0.155 0.155 0.329 0.247

3.182 3.182

2.49 2.785

0.582 0.582 0.625 0.601

1 1 1 1

1 1 1 1

1.182 1.182 2.016 1.607

672.25 224.08 C

T8 75.0000-69.00

00

110.45 1037.16 A B C D

0.15 0.15

0.303 0.236

3.205 3.205

2.58 2.83

0.581 0.581 0.617 0.598

1 1 1 1

1 1 1 1

2.617 2.617 4.262 3.516

1447.02 241.17 C

T9 69.0000-63.00

00

116.78 1037.16 A B C D

0.15 0.15

0.303 0.251

3.205 3.205

2.58 2.773

0.581 0.581 0.617 0.602

1 1 1 1

1 1 1 1

2.617 2.617 4.262 3.672

1411.49 235.25 C

T10 63.0000-57.00

00

117.15 1173.89 A B C D

0.168 0.168

0.32 0.269

3.122 3.122 2.521 2.703

0.584 0.584 0.622 0.607

1 1 1 1

1 1 1 1

2.944 2.944 4.604 4.017

1449.84 241.64 C

T11 57.0000-51.00

00

117.15 1310.62 A B C D

0.186 0.186 0.337 0.286

3.042 3.042 2.465 2.639

0.588 0.588 0.628 0.612

1 1 1 1

1 1 1 1

3.268 3.268 4.943 4.349

1477.03 246.17 C

T12 51.0000-45.00

00

117.15 1310.62 A B C D

0.185 0.185 0.337 0.286

3.043 3.043 2.466

2.64

0.588 0.588 0.628 0.612

1 1 1 1

1 1 1 1

3.264 3.264 4.939 4.345

1427.39 237.90 C

T13 45.0000-39.00

00

117.15 1271.41 A B C D

0.156 0.156 0.285 0.242

3.177 3.177 2.642 2.808

0.582 0.582 0.612

0.6

1 1 1 1

1 1 1 1

3.218 3.218 4.849 4.279

1445.51 240.92 C

T14 39.0000-33.00

00

117.15 1224.28 A B C D

0.116 0.116 0.216 0.182

3.371 3.371 2.914 3.059

0.577 0.577 0.594 0.587

1 1 1 1

1 1 1 1

3.085 3.085 4.669 4.123

1468.65 244.78 C

T15 33.0000-27.00

00

117.15 1260.39 A B C D

0.097 0.097 0.178 0.151

3.467 3.467 3.076 3.202

0.575 0.575 0.586 0.582

1 1 1 1

1 1 1 1

3.166 3.166 4.729 4.194

1490.68 248.45 C

T16 27.0000-21.00

00

124.38 1692.01 A B C D

0.104 0.104 0.173 0.156

3.429 3.429

3.1 3.176

0.576 0.576 0.585 0.582

1 1 1 1

1 1 1 1

4.039 4.039 5.600 5.216

1668.78 278.13 C

T17 21.0000-15.00

00

131.61 1791.05 A B C D

0.095 0.095 0.154 0.145

3.477 3.477 3.185 3.226

0.575 0.575 0.582 0.581

1 1 1 1

1 1 1 1

4.249 4.249 5.801 5.570

1636.45 272.74 C

T18 15.0000-12.00

00

68.22 1577.66 A B C D

0.112 0.112 0.166 0.162

3.389 3.389 3.131 3.151

0.576 0.576 0.584 0.583

1 1 1 1

1 1 1 1

2.768 2.768 3.547 3.481

905.75 301.92 C

T19 12.0000-0.000

0

278.90 5254.48 A B C D

0.086 0.086 0.129 0.127

3.525 3.525 3.307 3.316

0.574 0.574 0.578 0.578

1 1 1 1

1 1 1 1

10.584 10.584 13.670 13.533

3390.36 282.53 C

Sum Weight: 1955.06 23266.74 OTM 1147504 24346.46



Page

21 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

kg-m


Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 105.0000-100.

8000

22.27 330.07 A B C D

0.349 0.349 0.653 0.349

2.427 2.427 1.853 2.427

0.632 0.632 0.787 0.632

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

1.133 1.133 1.906 1.133

514.88 122.59 C

T2 100.8000-99.0

000

21.75 151.99 A B C D

0.234 0.234 0.659 0.234

2.84 2.84

1.849 2.84

0.598 0.598 0.792 0.598

1.175 1.175

1.2 1.175

1.175 1.175

1.2 1.175

0.516 0.516 1.287 0.516

343.81 191.01 C

T3 99.0000-93.00

00

76.97 588.45 A B C D

0.19 0.19

0.498 0.21

3.024 3.024 2.054 2.936

0.588 0.588 0.696 0.593

1.142 1.142

1.2 1.158

1.142 1.142

1.2 1.158

1.878 1.878 4.201 2.024

1233.05 205.51 C

T4 93.0000-87.00

00

90.36 679.60 A B C D

0.222 0.222 0.527 0.303

2.888 2.888 2.002 2.581

0.595 0.595 0.712 0.617

1.166 1.166

1.2 1.2

1.166 1.166

1.2 1.2

2.260 2.260 4.603 2.849

1292.21 215.37 C

T5 87.0000-81.00

00

102.27 763.46 A B C D

0.221 0.221 0.526 0.356

2.89 2.89

2.003 2.406

0.595 0.595 0.711 0.635

1.166 1.166

1.2 1.2

1.166 1.166

1.2 1.2

2.256 2.256 4.598 3.219

1266.42 211.07 C

T6 81.0000-78.00

00

54.11 387.12 A B C D

0.197 0.197 0.442 0.327

2.992 2.992 2.175 2.499

0.59 0.59

0.669 0.624

1.148 1.148

1.2 1.2

1.148 1.148

1.2 1.2

1.237 1.237 2.364 1.822

695.96 231.99 C

T7 78.0000-75.00

00

54.11 425.33 A B C D

0.155 0.155 0.329 0.247

3.182 3.182

2.49 2.785

0.582 0.582 0.625 0.601

1.116 1.116

1.2 1.186

1.116 1.116

1.2 1.186

1.319 1.319 2.419 1.906

806.70 268.90 C

T8 75.0000-69.00

00

110.45 1037.16 A B C D

0.15 0.15

0.303 0.236

3.205 3.205

2.58 2.83

0.581 0.581 0.617 0.598

1.113 1.113

1.2 1.177

1.113 1.113

1.2 1.177

2.911 2.911 5.114 4.139

1736.42 289.40 C

T9 69.0000-63.00

00

116.78 1037.16 A B C D

0.15 0.15

0.303 0.251

3.205 3.205

2.58 2.773

0.581 0.581 0.617 0.602

1.113 1.113

1.2 1.188

1.113 1.113

1.2 1.188

2.911 2.911 5.114 4.362

1693.79 282.30 C

T10 63.0000-57.00

00

117.15 1173.89 A B C D

0.168 0.168

0.32 0.269

3.122 3.122 2.521 2.703

0.584 0.584 0.622 0.607

1.126 1.126

1.2 1.2

1.126 1.126

1.2 1.2

3.315 3.315 5.525 4.821

1739.81 289.97 C

T11 57.0000-51.00

00

117.15 1310.62 A B C D

0.186 0.186 0.337 0.286

3.042 3.042 2.465 2.639

0.588 0.588 0.628 0.612

1.139 1.139

1.2 1.2

1.139 1.139

1.2 1.2

3.723 3.723 5.931 5.219

1772.43 295.41 C

T12 51.0000-45.00

00

117.15 1310.62 A B C D

0.185 0.185 0.337 0.286

3.043 3.043 2.466

2.64

0.588 0.588 0.628 0.612

1.139 1.139

1.2 1.2

1.139 1.139

1.2 1.2

3.718 3.718 5.926 5.214

1712.87 285.48 C



Page

22 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T13 45.0000-39.00

00

117.15 1271.41 A B C D

0.156 0.156 0.285 0.242

3.177 3.177 2.642 2.808

0.582 0.582 0.612

0.6

1.117 1.117

1.2 1.181

1.117 1.117

1.2 1.181

3.595 3.595 5.819 5.054

1734.61 289.10 C

T14 39.0000-33.00

00

117.15 1224.28 A B C D

0.116 0.116 0.216 0.182

3.371 3.371 2.914 3.059

0.577 0.577 0.594 0.587

1.087 1.087 1.162 1.136

1.087 1.087 1.162 1.136

3.353 3.353 5.423 4.685

1706.12 284.35 C

T15 33.0000-27.00

00

117.15 1260.39 A B C D

0.097 0.097 0.178 0.151

3.467 3.467 3.076 3.202

0.575 0.575 0.586 0.582

1.073 1.073 1.134 1.113

1.073 1.073 1.134 1.113

3.396 3.396 5.361 4.668

1689.89 281.65 C

T16 27.0000-21.00

00

124.38 1692.01 A B C D

0.104 0.104 0.173 0.156

3.429 3.429

3.1 3.176

0.576 0.576 0.585 0.582

1.078 1.078

1.13 1.117

1.078 1.078

1.13 1.117

4.354 4.354 6.326 5.827

1885.15 314.19 C

T17 21.0000-15.00

00

131.61 1791.05 A B C D

0.095 0.095 0.154 0.145

3.477 3.477 3.185 3.226

0.575 0.575 0.582 0.581

1.071 1.071 1.116 1.109

1.071 1.071 1.116 1.109

4.551 4.551 6.472 6.178

1825.73 304.29 C

T18 15.0000-12.00

00

68.22 1577.66 A B C D

0.112 0.112 0.166 0.162

3.389 3.389 3.131 3.151

0.576 0.576 0.584 0.583

1.084 1.084 1.125 1.121

1.084 1.084 1.125 1.121

3.001 3.001 3.989 3.903

1018.55 339.52 C

T19 12.0000-0.000

0

278.90 5254.48 A B C D

0.086 0.086 0.129 0.127

3.525 3.525 3.307 3.316

0.574 0.574 0.578 0.578

1.064 1.064 1.096 1.095

1.064 1.064 1.096 1.095

11.263 11.263 14.988 14.820

3717.47 309.79 C


28385.85


Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 105.0000-100.

8000

22.27 330.07 A B C D

0.349 0.349 0.653 0.349

2.427 2.427 1.853 2.427

0.632 0.632 0.787 0.632

1 1 1 1

1 1 1 1

0.944 0.944 1.589 0.944

107.27 25.54 C

T2 100.8000-99.0

000

21.75 151.99 A B C D

0.234 0.234 0.659 0.234

2.84 2.84

1.849 2.84

0.598 0.598 0.792 0.598

1 1 1 1

1 1 1 1

0.439 0.439 1.072 0.439

71.63 39.79 C

T3 99.0000-93.00

00

76.97 588.45 A B C D

0.19 0.19

0.498 0.21

3.024 3.024 2.054 2.936

0.588 0.588 0.696 0.593

1 1 1 1

1 1 1 1

1.644 1.644 3.501 1.749

256.88 42.81 C

T4 93.0000-87.00

00

90.36 679.60 A B C D

0.222 0.222 0.527 0.303

2.888 2.888 2.002 2.581

0.595 0.595 0.712 0.617

1 1 1 1

1 1 1 1

1.938 1.938 3.836 2.374

269.21 44.87 C

T5 87.0000-81.00

00

102.27 763.46 A B C

0.221 0.221 0.526

2.89 2.89

2.003

0.595 0.595 0.711

1 1 1

1 1 1

1.935 1.935 3.832

263.84 43.97 C



Page

23 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

D 0.356 2.406 0.635 1 1 2.683 T6

81.0000-78.0000

54.11 387.12 A B C D

0.197 0.197 0.442 0.327

2.992 2.992 2.175 2.499

0.59 0.59

0.669 0.624

1 1 1 1

1 1 1 1

1.077 1.077 1.970 1.519

144.99 48.33 C

T7 78.0000-75.00

00

54.11 425.33 A B C D

0.155 0.155 0.329 0.247

3.182 3.182

2.49 2.785

0.582 0.582 0.625 0.601

1 1 1 1

1 1 1 1

1.182 1.182 2.016 1.607

168.06 56.02 C

T8 75.0000-69.00

00

110.45 1037.16 A B C D

0.15 0.15

0.303 0.236

3.205 3.205

2.58 2.83

0.581 0.581 0.617 0.598

1 1 1 1

1 1 1 1

2.617 2.617 4.262 3.516

361.75 60.29 C

T9 69.0000-63.00

00

116.78 1037.16 A B C D

0.15 0.15

0.303 0.251

3.205 3.205

2.58 2.773

0.581 0.581 0.617 0.602

1 1 1 1

1 1 1 1

2.617 2.617 4.262 3.672

352.87 58.81 C

T10 63.0000-57.00

00

117.15 1173.89 A B C D

0.168 0.168

0.32 0.269

3.122 3.122 2.521 2.703

0.584 0.584 0.622 0.607

1 1 1 1

1 1 1 1

2.944 2.944 4.604 4.017

362.46 60.41 C

T11 57.0000-51.00

00

117.15 1310.62 A B C D

0.186 0.186 0.337 0.286

3.042 3.042 2.465 2.639

0.588 0.588 0.628 0.612

1 1 1 1

1 1 1 1

3.268 3.268 4.943 4.349

369.26 61.54 C

T12 51.0000-45.00

00

117.15 1310.62 A B C D

0.185 0.185 0.337 0.286

3.043 3.043 2.466

2.64

0.588 0.588 0.628 0.612

1 1 1 1

1 1 1 1

3.264 3.264 4.939 4.345

356.85 59.47 C

T13 45.0000-39.00

00

117.15 1271.41 A B C D

0.156 0.156 0.285 0.242

3.177 3.177 2.642 2.808

0.582 0.582 0.612

0.6

1 1 1 1

1 1 1 1

3.218 3.218 4.849 4.279

361.38 60.23 C

T14 39.0000-33.00

00

117.15 1224.28 A B C D

0.116 0.116 0.216 0.182

3.371 3.371 2.914 3.059

0.577 0.577 0.594 0.587

1 1 1 1

1 1 1 1

3.085 3.085 4.669 4.123

367.16 61.19 C

T15 33.0000-27.00

00

117.15 1260.39 A B C D

0.097 0.097 0.178 0.151

3.467 3.467 3.076 3.202

0.575 0.575 0.586 0.582

1 1 1 1

1 1 1 1

3.166 3.166 4.729 4.194

372.67 62.11 C

T16 27.0000-21.00

00

124.38 1692.01 A B C D

0.104 0.104 0.173 0.156

3.429 3.429

3.1 3.176

0.576 0.576 0.585 0.582

1 1 1 1

1 1 1 1

4.039 4.039 5.600 5.216

417.20 69.53 C

T17 21.0000-15.00

00

131.61 1791.05 A B C D

0.095 0.095 0.154 0.145

3.477 3.477 3.185 3.226

0.575 0.575 0.582 0.581

1 1 1 1

1 1 1 1

4.249 4.249 5.801 5.570

409.11 68.19 C

T18 15.0000-12.00

00

68.22 1577.66 A B C D

0.112 0.112 0.166 0.162

3.389 3.389 3.131 3.151

0.576 0.576 0.584 0.583

1 1 1 1

1 1 1 1

2.768 2.768 3.547 3.481

226.44 75.48 C

T19 12.0000-0.000

0

278.90 5254.48 A B C D

0.086 0.086 0.129 0.127

3.525 3.525 3.307 3.316

0.574 0.574 0.578 0.578

1 1 1 1

1 1 1 1

10.584 10.584 13.670 13.533

847.59 70.63 C


6086.61



Page

24 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 105.0000-100.

8000

22.27 330.07 A B C D

0.349 0.349 0.653 0.349

2.427 2.427 1.853 2.427

0.632 0.632 0.787 0.632

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

1.133 1.133 1.906 1.133

128.72 30.65 C

T2 100.8000-99.0

000

21.75 151.99 A B C D

0.234 0.234 0.659 0.234

2.84 2.84

1.849 2.84

0.598 0.598 0.792 0.598

1.175 1.175

1.2 1.175

1.175 1.175

1.2 1.175

0.516 0.516 1.287 0.516

85.95 47.75 C

T3 99.0000-93.00

00

76.97 588.45 A B C D

0.19 0.19

0.498 0.21

3.024 3.024 2.054 2.936

0.588 0.588 0.696 0.593

1.142 1.142

1.2 1.158

1.142 1.142

1.2 1.158

1.878 1.878 4.201 2.024

308.26 51.38 C

T4 93.0000-87.00

00

90.36 679.60 A B C D

0.222 0.222 0.527 0.303

2.888 2.888 2.002 2.581

0.595 0.595 0.712 0.617

1.166 1.166

1.2 1.2

1.166 1.166

1.2 1.2

2.260 2.260 4.603 2.849

323.05 53.84 C

T5 87.0000-81.00

00

102.27 763.46 A B C D

0.221 0.221 0.526 0.356

2.89 2.89

2.003 2.406

0.595 0.595 0.711 0.635

1.166 1.166

1.2 1.2

1.166 1.166

1.2 1.2

2.256 2.256 4.598 3.219

316.60 52.77 C

T6 81.0000-78.00

00

54.11 387.12 A B C D

0.197 0.197 0.442 0.327

2.992 2.992 2.175 2.499

0.59 0.59

0.669 0.624

1.148 1.148

1.2 1.2

1.148 1.148

1.2 1.2

1.237 1.237 2.364 1.822

173.99 58.00 C

T7 78.0000-75.00

00

54.11 425.33 A B C D

0.155 0.155 0.329 0.247

3.182 3.182

2.49 2.785

0.582 0.582 0.625 0.601

1.116 1.116

1.2 1.186

1.116 1.116

1.2 1.186

1.319 1.319 2.419 1.906

201.67 67.22 C

T8 75.0000-69.00

00

110.45 1037.16 A B C D

0.15 0.15

0.303 0.236

3.205 3.205

2.58 2.83

0.581 0.581 0.617 0.598

1.113 1.113

1.2 1.177

1.113 1.113

1.2 1.177

2.911 2.911 5.114 4.139

434.11 72.35 C

T9 69.0000-63.00

00

116.78 1037.16 A B C D

0.15 0.15

0.303 0.251

3.205 3.205

2.58 2.773

0.581 0.581 0.617 0.602

1.113 1.113

1.2 1.188

1.113 1.113

1.2 1.188

2.911 2.911 5.114 4.362

423.45 70.57 C

T10 63.0000-57.00

00

117.15 1173.89 A B C D

0.168 0.168

0.32 0.269

3.122 3.122 2.521 2.703

0.584 0.584 0.622 0.607

1.126 1.126

1.2 1.2

1.126 1.126

1.2 1.2

3.315 3.315 5.525 4.821

434.95 72.49 C

T11 57.0000-51.00

00

117.15 1310.62 A B C D

0.186 0.186 0.337 0.286

3.042 3.042 2.465 2.639

0.588 0.588 0.628 0.612

1.139 1.139

1.2 1.2

1.139 1.139

1.2 1.2

3.723 3.723 5.931 5.219

443.11 73.85 C

T12 51.0000-45.00

00

117.15 1310.62 A B C D

0.185 0.185 0.337 0.286

3.043 3.043 2.466

2.64

0.588 0.588 0.628 0.612

1.139 1.139

1.2 1.2

1.139 1.139

1.2 1.2

3.718 3.718 5.926 5.214

428.22 71.37 C

T13 45.0000-39.00

00

117.15 1271.41 A B C D

0.156 0.156 0.285 0.242

3.177 3.177 2.642 2.808

0.582 0.582 0.612

0.6

1.117 1.117

1.2 1.181

1.117 1.117

1.2 1.181

3.595 3.595 5.819 5.054

433.65 72.28 C

T14 117.15 1224.28 A 0.116 3.371 0.577 1.087 1.087 3.353 426.53 71.09 C



Page

25 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

39.0000-33.0000

B C D

0.116 0.216 0.182

3.371 2.914 3.059

0.577 0.594 0.587

1.087 1.162 1.136

1.087 1.162 1.136

3.353 5.423 4.685

T15 33.0000-27.00

00

117.15 1260.39 A B C D

0.097 0.097 0.178 0.151

3.467 3.467 3.076 3.202

0.575 0.575 0.586 0.582

1.073 1.073 1.134 1.113

1.073 1.073 1.134 1.113

3.396 3.396 5.361 4.668

422.47 70.41 C

T16 27.0000-21.00

00

124.38 1692.01 A B C D

0.104 0.104 0.173 0.156

3.429 3.429

3.1 3.176

0.576 0.576 0.585 0.582

1.078 1.078

1.13 1.117

1.078 1.078

1.13 1.117

4.354 4.354 6.326 5.827

471.29 78.55 C

T17 21.0000-15.00

00

131.61 1791.05 A B C D

0.095 0.095 0.154 0.145

3.477 3.477 3.185 3.226

0.575 0.575 0.582 0.581

1.071 1.071 1.116 1.109

1.071 1.071 1.116 1.109

4.551 4.551 6.472 6.178

456.43 76.07 C

T18 15.0000-12.00

00

68.22 1577.66 A B C D

0.112 0.112 0.166 0.162

3.389 3.389 3.131 3.151

0.576 0.576 0.584 0.583

1.084 1.084 1.125 1.121

1.084 1.084 1.125 1.121

3.001 3.001 3.989 3.903

254.64 84.88 C

T19 12.0000-0.000

0

278.90 5254.48 A B C D

0.086 0.086 0.129 0.127

3.525 3.525 3.307 3.316

0.574 0.574 0.578 0.578

1.064 1.064 1.096 1.095

1.064 1.064 1.096 1.095

11.263 11.263 14.988 14.820

929.37 77.45 C


7096.46


Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 105.0000-100.800

0 0 Wind Normal 429.06 0.00 -429.06 -44151 -7 24

45 Wind 90 514.88 364.07 -364.07 -37463 -37470 21 90 Wind Normal 429.06 429.06 0.00 0 -44158 0

T2 100.8000-99.0000 0 Wind Normal 286.51 0.00 -286.51 -28622 -11 46 45 Wind 90 343.81 243.11 -243.11 -24287 -24298 39 90 Wind Normal 286.51 286.51 0.00 0 -28633 0









Page

26 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T9 69.0000-63.0000 0 Wind Normal 1411.49 0.00 -1411.49 -93095 -104 364

45 Wind 90 1693.79 1197.69 -1197.69 -78984 -79152 511 90 Wind Normal 1411.49 1411.49 0.00 63 -93263 238












Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -24346.46 -1145621 -2646 7701

45 20071.82 -20071.82 -962386 -966914 10739 90 24346.46 0.00 1882 -1150150 5547


Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 105.0000-100.800

0 0 Wind Normal 107.27 0.00 -107.27 -11038 -7 6

45 Wind 90 128.72 91.02 -91.02 -9366 -9373 5 90 Wind Normal 107.27 107.27 0.00 0 -11045 0



Page

27 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T2 100.8000-99.0000 0 Wind Normal 71.63 0.00 -71.63 -7156 -11 12

45 Wind 90 85.95 60.78 -60.78 -6072 -6083 10 90 Wind Normal 71.63 71.63 0.00 0 -7167 0




















Page

28 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -6086.61 -284994 -2646 1925

45 5017.96 -5017.96 -239185 -243713 2685 90 6086.61 0.00 1882 -289522 1387


Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 1.25 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 1.18 0.4500 0.1200 AT15-250 315.0000 10.00 -0.3000 -0.3000 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 101.5000 1.936 1.32 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 101.5000 1.936 1.32 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 101.5000 1.936 1.32 0.4750 0.2600 Sum

Weight: 1292.00



Page

29 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.



Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.43 0.00 -21.43 -2057 62 -28

45 60.62 15.15 60.62 -15.15 -1455 -5757 -20 90 85.73 0.00 85.73 0.00 0 -8167 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 85.73 0.00 0.00 -85.73 -8263 0 0

45 60.62 15.15 15.15 -60.62 -5853 -1455 -11 90 0.00 21.43 21.43 0.00 -34 -2057 -15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.43 0.00 -21.43 -2057 -62 28

45 60.62 15.15 60.62 -15.15 -1455 -5882 20 90 85.73 0.00 85.73 0.00 0 -8292 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 85.73 0.00 0.00 -85.73 -8196 0 0

45 60.62 15.15 15.15 -60.62 -5786 -1455 11 90 0.00 21.43 21.43 0.00 34 -2057 15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.17 0.00 -21.17 -1948 62 -28

45 59.88 14.97 59.88 -14.97 -1377 -5447 -19 90 84.69 0.00 84.69 0.00 0 -7729 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 84.69 0.00 0.00 -84.69 -7825 0 0

45 59.88 14.97 14.97 -59.88 -5543 -1377 -10 90 0.00 21.17 21.17 0.00 -34 -1948 -15



Page

30 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.17 0.00 -21.17 -1948 -62 28

45 59.88 14.97 59.88 -14.97 -1377 -5572 19 90 84.69 0.00 84.69 0.00 0 -7854 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 84.69 0.00 0.00 -84.69 -7758 0 0

45 59.88 14.97 14.97 -59.88 -5476 -1377 10 90 0.00 21.17 21.17 0.00 34 -1948 15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 25.09 0.00 -25.09 -2208 78 -33

45 70.95 17.74 70.95 -17.74 -1561 -6166 -23 90 100.34 0.00 100.34 0.00 0 -8752 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 100.34 0.00 0.00 -100.34 -8872 0 0

45 70.95 17.74 17.74 -70.95 -6286 -1561 -12 90 0.00 25.09 25.09 0.00 -42 -2208 -18


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 25.09 0.00 -25.09 -2208 -78 33

45 70.95 17.74 70.95 -17.74 -1561 -6322 23 90 100.34 0.00 100.34 0.00 0 -8908 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 100.34 0.00 0.00 -100.34 -8788 0 0

45 70.95 17.74 17.74 -70.95 -6202 -1561 12 90 0.00 25.09 25.09 0.00 42 -2208 18



Page

31 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 24.67 0.00 -24.67 -2048 78 -32

45 69.78 17.44 69.78 -17.44 -1448 -5714 -23 90 98.68 0.00 98.68 0.00 0 -8113 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 98.68 0.00 0.00 -98.68 -8233 0 0

45 69.78 17.44 17.44 -69.78 -5834 -1448 -12 90 0.00 24.67 24.67 0.00 -42 -2048 -17


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 24.67 0.00 -24.67 -2048 -78 32

45 69.78 17.44 69.78 -17.44 -1448 -5870 23 90 98.68 0.00 98.68 0.00 0 -8269 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 98.68 0.00 0.00 -98.68 -8149 0 0

45 69.78 17.44 17.44 -69.78 -5750 -1448 12 90 0.00 24.67 24.67 0.00 42 -2048 17


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.79 0.00 -15.79 -1137 73 -32

45 41.88 11.17 41.88 -11.17 -804 -2942 -23 90 59.22 0.00 59.22 0.00 0 -4191 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 59.22 0.00 0.00 -59.22 -4315 0 0

45 41.88 11.17 11.17 -41.88 -3066 -804 -16 90 0.00 15.79 15.79 0.00 -51 -1137 -23



Page

32 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.79 0.00 -15.79 -1137 -73 32

45 41.88 11.17 41.88 -11.17 -804 -3088 23 90 59.22 0.00 59.22 0.00 0 -4337 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 59.22 0.00 0.00 -59.22 -4213 0 0

45 41.88 11.17 11.17 -41.88 -2964 -804 16 90 0.00 15.79 15.79 0.00 51 -1137 23


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.57 0.00 -15.57 -1066 73 -32

45 41.28 11.01 41.28 -11.01 -754 -2755 -22 90 58.38 0.00 58.38 0.00 0 -3926 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 58.38 0.00 0.00 -58.38 -4051 0 0

45 41.28 11.01 11.01 -41.28 -2879 -754 -16 90 0.00 15.57 15.57 0.00 -51 -1066 -22


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.57 0.00 -15.57 -1066 -73 32

45 41.28 11.01 41.28 -11.01 -754 -2901 22 90 58.38 0.00 58.38 0.00 0 -4072 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 58.38 0.00 0.00 -58.38 -3948 0 0

45 41.28 11.01 11.01 -41.28 -2777 -754 16 90 0.00 15.57 15.57 0.00 51 -1066 22



Page

33 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

AT15-250 - Elevation 104.5 - From Leg A

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.17 26.91 -15.74 -53.79 -5625 1647 -11

45 0.00 38.06 26.91 -26.91 -2815 -2809 -16 90 49.17 26.91 53.79 15.74 1641 -5619 -11

AT15-250 - Elevation 104.5 - From Leg B

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.17 26.91 15.74 -53.79 -5625 -1647 11

45 69.53 0.00 49.17 -49.17 -5141 -5141 0 90 49.17 26.91 53.79 -15.74 -1647 -5625 -11

AT15-250 - Elevation 104.5 - From Leg C

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.17 26.91 -15.74 -53.79 -5614 1637 28

45 0.00 38.06 26.91 -26.91 -2805 -2820 39 90 49.17 26.91 53.79 15.74 1652 -5629 28

AT15-250 - Elevation 104.5 - From Leg D

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.17 26.91 15.74 -53.79 -5614 -1637 -28

45 69.53 0.00 49.17 -49.17 -5131 -5131 0 90 49.17 26.91 53.79 -15.74 -1637 -5614 28


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.03 26.84 -15.69 -53.65 -5555 1627 -11

45 0.00 37.95 26.84 -26.84 -2781 -2775 -16 90 49.03 26.84 53.65 15.69 1621 -5549 -11


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.03 26.84 15.69 -53.65 -5555 -1627 11

45 69.34 0.00 49.03 -49.03 -5078 -5078 0 90 49.03 26.84 53.65 -15.69 -1627 -5555 -11



Page

34 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.03 26.84 -15.69 -53.65 -5545 1617 27

45 0.00 37.95 26.84 -26.84 -2770 -2785 39 90 49.03 26.84 53.65 15.69 1631 -5560 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.03 26.84 15.69 -53.65 -5545 -1617 -27

45 69.34 0.00 49.03 -49.03 -5067 -5067 0 90 49.03 26.84 53.65 -15.69 -1617 -5545 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.89 26.76 -15.65 -53.50 -5487 1607 -11

45 0.00 37.85 26.76 -26.76 -2746 -2740 -16 90 48.89 26.76 53.50 15.65 1601 -5481 -11


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.89 26.76 -15.65 -53.50 -5476 1597 27

45 0.00 37.85 26.76 -26.76 -2736 -2751 39 90 48.89 26.76 53.50 15.65 1611 -5491 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.89 26.76 15.65 -53.50 -5476 -1597 -27

45 69.15 0.00 48.89 -48.89 -5004 -5004 0 90 48.89 26.76 53.50 -15.65 -1597 -5476 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.76 26.69 -15.61 -53.35 -5418 1587 -11

45 0.00 37.74 26.69 -26.69 -2712 -2706 -16 90 48.76 26.69 53.35 15.61 1581 -5412 -11



Page

35 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.76 26.69 -15.61 -53.35 -5408 1577 27

45 0.00 37.74 26.69 -26.69 -2702 -2716 39 90 48.76 26.69 53.35 15.61 1591 -5422 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.76 26.69 15.61 -53.35 -5408 -1577 -27

45 68.95 0.00 48.76 -48.76 -4942 -4942 0 90 48.76 26.69 53.35 -15.61 -1577 -5408 27


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 -31.25 -1971.84 -180890 3194 -23

45 1372.20 -1372.20 -125642 -125676 91 90 1971.84 31.25 3228 -180924 151


Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 0.31 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200



Page

36 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 0.29 0.4500 0.1200 AT15-250 315.0000 10.00 -0.3000 -0.3000 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 101.5000 1.936 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 101.5000 1.936 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 101.5000 1.936 0.33 0.4750 0.2600 Sum

Weight: 1292.00



Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.36 0.00 -5.36 -514 62 -7

45 15.15 3.79 15.15 -3.79 -364 -1392 -5 90 21.43 0.00 21.43 0.00 0 -1995 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.43 0.00 0.00 -21.43 -2091 0 0

45 15.15 3.79 3.79 -15.15 -1488 -364 -3 90 0.00 5.36 5.36 0.00 -34 -514 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.36 0.00 -5.36 -514 -62 7

45 15.15 3.79 15.15 -3.79 -364 -1517 5 90 21.43 0.00 21.43 0.00 0 -2120 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.43 0.00 0.00 -21.43 -2024 0 0

45 15.15 3.79 3.79 -15.15 -1421 -364 3



Page

37 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 90 0.00 5.36 5.36 0.00 34 -514 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.29 0.00 -5.29 -487 62 -7

45 14.97 3.74 14.97 -3.74 -344 -1315 -5 90 21.17 0.00 21.17 0.00 0 -1885 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.17 0.00 0.00 -21.17 -1981 0 0

45 14.97 3.74 3.74 -14.97 -1411 -344 -3 90 0.00 5.29 5.29 0.00 -34 -487 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.29 0.00 -5.29 -487 -62 7

45 14.97 3.74 14.97 -3.74 -344 -1440 5 90 21.17 0.00 21.17 0.00 0 -2010 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.17 0.00 0.00 -21.17 -1914 0 0

45 14.97 3.74 3.74 -14.97 -1344 -344 3 90 0.00 5.29 5.29 0.00 34 -487 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.27 0.00 -6.27 -552 78 -8

45 17.74 4.43 17.74 -4.43 -390 -1483 -6 90 25.09 0.00 25.09 0.00 0 -2130 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 25.09 0.00 0.00 -25.09 -2250 0 0

45 17.74 4.43 4.43 -17.74 -1603 -390 -3



Page

38 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 90 0.00 6.27 6.27 0.00 -42 -552 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.27 0.00 -6.27 -552 -78 8

45 17.74 4.43 17.74 -4.43 -390 -1639 6 90 25.09 0.00 25.09 0.00 0 -2286 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 25.09 0.00 0.00 -25.09 -2166 0 0

45 17.74 4.43 4.43 -17.74 -1519 -390 3 90 0.00 6.27 6.27 0.00 42 -552 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.17 0.00 -6.17 -512 78 -8

45 17.44 4.36 17.44 -4.36 -362 -1370 -6 90 24.67 0.00 24.67 0.00 0 -1970 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 24.67 0.00 0.00 -24.67 -2090 0 0

45 17.44 4.36 4.36 -17.44 -1490 -362 -3 90 0.00 6.17 6.17 0.00 -42 -512 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.17 0.00 -6.17 -512 -78 8

45 17.44 4.36 17.44 -4.36 -362 -1526 6 90 24.67 0.00 24.67 0.00 0 -2126 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 24.67 0.00 0.00 -24.67 -2006 0 0

45 17.44 4.36 4.36 -17.44 -1406 -362 3



Page

39 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 90 0.00 6.17 6.17 0.00 42 -512 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.95 0.00 -3.95 -284 73 -8

45 10.47 2.79 10.47 -2.79 -201 -681 -6 90 14.81 0.00 14.81 0.00 0 -993 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.81 0.00 0.00 -14.81 -1117 0 0

45 10.47 2.79 2.79 -10.47 -805 -201 -4 90 0.00 3.95 3.95 0.00 -51 -284 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.95 0.00 -3.95 -284 -73 8

45 10.47 2.79 10.47 -2.79 -201 -827 6 90 14.81 0.00 14.81 0.00 0 -1139 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.81 0.00 0.00 -14.81 -1015 0 0

45 10.47 2.79 2.79 -10.47 -702 -201 4 90 0.00 3.95 3.95 0.00 51 -284 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.89 0.00 -3.89 -267 73 -8

45 10.32 2.75 10.32 -2.75 -189 -634 -6 90 14.60 0.00 14.60 0.00 0 -927 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.60 0.00 0.00 -14.60 -1051 0 0

45 10.32 2.75 2.75 -10.32 -758 -189 -4



Page

40 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 90 0.00 3.89 3.89 0.00 -51 -267 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.89 0.00 -3.89 -267 -73 8

45 10.32 2.75 10.32 -2.75 -189 -780 6 90 14.60 0.00 14.60 0.00 0 -1073 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.60 0.00 0.00 -14.60 -949 0 0

45 10.32 2.75 2.75 -10.32 -656 -189 4 90 0.00 3.89 3.89 0.00 51 -267 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.29 6.73 -3.93 -13.45 -1408 414 -3

45 0.00 9.51 6.73 -6.73 -706 -700 -4 90 12.29 6.73 13.45 3.93 408 -1402 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.29 6.73 3.93 -13.45 -1408 -414 3

45 17.38 0.00 12.29 -12.29 -1287 -1287 0 90 12.29 6.73 13.45 -3.93 -414 -1408 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.29 6.73 -3.93 -13.45 -1398 404 7

45 0.00 9.51 6.73 -6.73 -696 -710 10 90 12.29 6.73 13.45 3.93 418 -1413 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.29 6.73 3.93 -13.45 -1398 -404 -7

45 17.38 0.00 12.29 -12.29 -1277 -1277 0



Page

41 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 90 12.29 6.73 13.45 -3.93 -404 -1398 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.26 6.71 -3.92 -13.41 -1391 409 -3

45 0.00 9.49 6.71 -6.71 -697 -691 -4 90 12.26 6.71 13.41 3.92 403 -1385 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.26 6.71 3.92 -13.41 -1391 -409 3

45 17.34 0.00 12.26 -12.26 -1272 -1272 0 90 12.26 6.71 13.41 -3.92 -409 -1391 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.26 6.71 -3.92 -13.41 -1381 399 7

45 0.00 9.49 6.71 -6.71 -687 -702 10 90 12.26 6.71 13.41 3.92 413 -1395 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.26 6.71 3.92 -13.41 -1381 -399 -7

45 17.34 0.00 12.26 -12.26 -1261 -1261 0 90 12.26 6.71 13.41 -3.92 -399 -1381 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.22 6.69 -3.91 -13.37 -1374 404 -3

45 0.00 9.46 6.69 -6.69 -689 -683 -4 90 12.22 6.69 13.37 3.91 398 -1368 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.22 6.69 -3.91 -13.37 -1364 394 7

45 0.00 9.46 6.69 -6.69 -679 -693 10



Page

42 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 90 12.22 6.69 13.37 3.91 408 -1378 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.22 6.69 3.91 -13.37 -1364 -394 -7

45 17.29 0.00 12.22 -12.22 -1246 -1246 0 90 12.22 6.69 13.37 -3.91 -394 -1364 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.19 6.67 -3.90 -13.34 -1357 399 -3

45 0.00 9.44 6.67 -6.67 -680 -674 -4 90 12.19 6.67 13.34 3.90 393 -1351 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.19 6.67 -3.90 -13.34 -1346 389 7

45 0.00 9.44 6.67 -6.67 -670 -684 10 90 12.19 6.67 13.34 3.90 403 -1361 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.19 6.67 3.90 -13.34 -1346 -389 -7

45 17.24 0.00 12.19 -12.19 -1230 -1230 0 90 12.19 6.67 13.34 -3.90 -389 -1346 7


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 -7.81 -492.96 -45192 803 -6

45 343.05 -343.05 -31381 -31415 23 90 492.96 7.81 837 -45226 38



Page

43 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Elevation

m Dish

Description

Aiming

Azimuth

°

Weight

kg Offsetx

m

Offsetz

m

Kz

AA

m2

qz

kPa


Sum Weight:

500.40



Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 773.25 0.00 0.00 0.00 -773.25 -21236 -359 2436

45 0.004260 0.000000 0.000000 773.25 0.00 0.00 546.77 -546.77 -15121 -15121 0 90 0.004260 0.000000 0.000000 773.25 0.00 0.00 773.25 0.00 -359 -21236 -2436


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 747.66 0.00 0.00 0.00 -747.66 -17556 387 -2544

45 0.004260 0.000000 0.000000 747.66 0.00 0.00 528.68 -528.68 -12301 -12301 0 90 0.004260 0.000000 0.000000 747.66 0.00 0.00 747.66 0.00 387 -17556 2544


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 688.66 0.00 0.00 0.00 -688.66 -11951 -445 2691

45 0.004260 0.000000 0.000000 688.66 0.00 0.00 486.96 -486.96 -8320 -9210 3805 90 0.004260 0.000000 0.000000 688.66 0.00 0.00 688.66 0.00 445 -12841 2691


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 688.66 0.00 0.00 0.00 -688.66 -11951 445 -2691

45 0.004260 0.000000 0.000000 688.66 0.00 0.00 486.96 -486.96 -8320 -8320 0 90 0.004260 0.000000 0.000000 688.66 0.00 0.00 688.66 0.00 445 -11951 2691


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.001520 0.000000 0.000000 113.31 0.00 0.00 0.00 -113.31 -620 -229 577

45 0.001520 0.000000 0.000000 113.31 0.00 0.00 80.12 -80.12 -372 -830 817 90 0.001520 0.000000 0.000000 113.31 0.00 0.00 113.31 0.00 229 -1079 577



Page

44 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -3011.55 -63316 -201 470

45 2129.49 -2129.49 -44435 -45783 4622 90 3011.55 0.00 1148 -64664 6067


Elevation

m Dish

Description

Aiming

Azimuth

°

Weight

kg Offsetx

m

Offsetz

m

Kz

AA

m2

qz

kPa


Sum Weight:

500.40



Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 193.31 0.00 0.00 0.00 -193.31 -5578 -359 609

45 0.004260 0.000000 0.000000 193.31 0.00 0.00 136.69 -136.69 -4049 -4049 0 90 0.004260 0.000000 0.000000 193.31 0.00 0.00 193.31 0.00 -359 -5578 -609


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 186.92 0.00 0.00 0.00 -186.92 -4099 387 -636

45 0.004260 0.000000 0.000000 186.92 0.00 0.00 132.17 -132.17 -2785 -2785 0 90 0.004260 0.000000 0.000000 186.92 0.00 0.00 186.92 0.00 387 -4099 636


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 172.17 0.00 0.00 0.00 -172.17 -2654 -445 673

45 0.004260 0.000000 0.000000 172.17 0.00 0.00 121.74 -121.74 -1746 -2636 951 90 0.004260 0.000000 0.000000 172.17 0.00 0.00 172.17 0.00 445 -3544 673


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 172.17 0.00 0.00 0.00 -172.17 -2654 445 -673

45 0.004260 0.000000 0.000000 172.17 0.00 0.00 121.74 -121.74 -1746 -1746 0



Page

45 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 90 0.004260 0.000000 0.000000 172.17 0.00 0.00 172.17 0.00 445 -2654 673


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.001520 0.000000 0.000000 28.33 0.00 0.00 0.00 -28.33 17 -229 144

45 0.001520 0.000000 0.000000 28.33 0.00 0.00 20.03 -20.03 79 -380 204 90 0.001520 0.000000 0.000000 28.33 0.00 0.00 28.33 0.00 229 -442 144


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -752.89 -14968 -201 117

45 532.37 -532.37 -10248 -11596 1156 90 752.89 0.00 1148 -16316 1517



Wind

Azimuth

°

Offsetx

m

Offsetz

m

F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.0000 0.0000 0.00 0.00 0.00 0 0 0

45 0.0000 0.0000 0.00 0.00 0.00 0 0 0 90 0.0000 0.0000 0.00 0.00 0.00 0 0 0


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 0.00 0 0 0

45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0



Page

46 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.



Wind

Azimuth

°

Offsetx

m

Offsetz

m

F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.0000 0.0000 0.00 0.00 0.00 0 0 0

45 0.0000 0.0000 0.00 0.00 0.00 0 0 0 90 0.0000 0.0000 0.00 0.00 0.00 0 0 0


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 0.00 0 0 0

45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0

Force Totals

Load

Case Vertical

Forces

kg

Sum of

Forces

X

kg

Sum of

Forces

Z

kg

Sum of

Overturning

Moments, Mx

kg-m

Sum of

Overturning

Moments, Mz

kg-m

Sum of Torques

kg-m Leg Weight 11728.78 Bracing Weight 11537.96 Total Member Self-Weight 23266.74 3070 -2841 Total Weight 27334.20 3070 -2841 Wind 0 deg - No Ice -31.25 -29329.85 -1389827 347 8148 Wind 45 deg - No Ice 23573.51 -23573.51 -1132463 -1138373 15452 Wind 90 deg - No Ice 29329.85 31.25 6258 -1395737 11766 Total Weight 27334.20 3070 -2841 Wind 0 deg - Service -7.81 -7332.46 -347036 602 2037 Wind 45 deg - Service 5893.38 -5893.38 -282695 -284078 3863 Wind 90 deg - Service 7332.46 7.81 1985 -348419 2941

Load Combinations

Comb.

No.

Description




Page

47 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

T1 105 - 100.8 Leg Max Tension 4 2246.80 -2 3 Max. Compression 3 -3230.80 150 152 Max. Mx 3 731.16 -192 -191 Max. My 3 -64.20 -191 -193 Max. Vy 3 371.64 53 46 Max. Vx 3 399.15 44 58 Diagonal Max Tension 3 1449.22 0 0 Max. Compression 3 -1653.68 0 0 Max. Mx 3 280.67 0 0 Max. My 3 1449.22 0 0 Max. Vy 3 -1.28 0 0 Max. Vx 3 -0.12 0 0 Horizontal Max Tension 4 647.75 0 0 Max. Compression 3 -569.78 0 0 Max. Mx 5 3.96 0 0 Max. My 3 150.36 0 0 Max. Vy 5 1.20 0 0 Max. Vx 3 0.00 0 0 Top Girt Max Tension 3 72.08 0 0 Max. Compression 2 -23.57 0 0 Max. Mx 5 0.51 0 0 Max. My 3 16.94 0 0 Max. Vy 5 1.20 0 0 Max. Vx 3 -0.00 0 0

T2 100.8 - 99 Leg Max Tension 3 3453.72 -7 -8 Max. Compression 3 -3610.61 -24 -38 Max. Mx 3 463.77 -192 -192 Max. My 3 463.77 -192 -192 Max. Vy 3 -281.30 61 36 Max. Vx 3 -272.60 47 48 Diagonal Max Tension 3 1368.75 0 0 Max. Compression 3 -1530.96 0 0 Max. Mx 3 -176.16 -1 0 Max. My 3 -43.77 0 0 Max. Vy 3 2.44 0 0 Max. Vx 3 0.75 0 0 Horizontal Max Tension 3 384.32 0 0 Max. Compression 3 -437.32 0 0 Max. Mx 2 -7.79 0 0 Max. My 3 384.32 0 0 Max. Vy 2 -1.96 0 0 Max. Vx 3 -0.44 0 0 Top Girt Max Tension 3 749.62 0 0 Max. Compression 2 -515.49 0 0 Max. Mx 2 -515.49 0 0 Max. My 3 9.29 0 0 Max. Vy 2 1.17 0 0 Max. Vx 3 -0.26 0 0

T3 99 - 93 Leg Max Tension 3 11015.71 16 20 Max. Compression 4 -5147.65 -22 3 Max. Mx 2 -3476.26 -30 4 Max. My 2 1953.42 -4 30 Max. Vy 2 -79.73 -30 4 Max. Vx 2 79.84 -4 30 Diagonal Max Tension 3 2075.69 0 0



Page

48 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Compression 3 -1483.29 0 0 Max. Mx 3 2072.54 3 -4 Max. My 3 -1479.15 1 15 Max. Vy 3 4.03 3 -4 Max. Vx 3 12.58 0 0 Top Girt Max Tension 4 738.45 0 0 Max. Compression 2 -561.59 0 0 Max. Mx 1 76.58 -1 0 Max. My 3 612.88 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 962.31 0 0 Max. Compression 4 -834.48 0 0 Max. Mx 1 70.29 -1 0 Max. My 3 781.06 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0

T4 93 - 87 Leg Max Tension 3 26239.37 24 29 Max. Compression 3 -12307.82 -19 -15 Max. Mx 3 -8438.26 -55 40 Max. My 3 -8137.59 37 -51 Max. Vy 2 88.02 -45 12 Max. Vx 2 -88.04 -13 46 Diagonal Max Tension 3 3448.92 2 -5 Max. Compression 3 -2612.36 0 0 Max. Mx 3 3116.06 4 6 Max. My 3 -2608.24 -1 40 Max. Vy 3 -4.35 4 6 Max. Vx 3 33.22 0 0 Top Girt Max Tension 4 1149.18 0 0 Max. Compression 4 -1014.24 0 0 Max. Mx 1 75.03 -1 0 Max. My 3 939.10 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1747.63 0 0 Max. Compression 4 -1582.63 0 0 Max. Mx 1 92.66 -1 0 Max. My 3 1299.10 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.01 0 0

T5 87 - 81 Leg Max Tension 3 50338.85 64 70 Max. Compression 3 -29144.60 -238 -239 Max. Mx 3 -29144.60 -238 -239 Max. My 3 -29144.60 -238 -239 Max. Vy 3 -200.32 -110 30 Max. Vx 3 -184.83 27 -106 Diagonal Max Tension 3 6407.73 -5 -18 Max. Compression 3 -3434.42 0 0 Max. Mx 3 5322.37 12 18 Max. My 3 -3430.32 -9 79 Max. Vy 3 -11.44 12 18 Max. Vx 3 64.93 0 0 Top Girt Max Tension 4 1968.79 0 0 Max. Compression 4 -1790.26 0 0 Max. Mx 1 94.08 -1 0 Max. My 3 1336.81 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.01 0 0 Mid Girt Max Tension 2 2133.97 0 0 Max. Compression 2 -2176.16 0 0



Page

49 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Mx 1 114.70 -1 0 Max. My 3 1274.83 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.01 0 0

T6 81 - 78 Leg Max Tension 3 36295.49 -101 -98 Max. Compression 3 -22198.87 1 16 Max. Mx 3 -22115.98 -238 -239 Max. My 3 -22115.98 -238 -239 Max. Vy 3 -146.71 -238 -239 Max. Vx 3 -136.61 75 92 Diagonal Max Tension 3 12336.07 0 0 Max. Compression 3 -7099.25 0 0 Max. Mx 4 -4772.26 -2 0 Max. My 3 12336.07 0 1 Max. Vy 4 2.20 0 0 Max. Vx 3 -1.52 0 0 Top Girt Max Tension 3 1860.49 0 0 Max. Compression 3 -1073.22 0 0 Max. Mx 2 387.12 -1 0 Max. My 3 1860.49 0 0 Max. Vy 2 3.77 0 0 Max. Vx 3 -0.46 0 0

T7 78 - 75 Leg Max Tension 3 36165.30 75 92 Max. Compression 3 -22277.67 4 7 Max. Mx 3 -5691.31 -119 81 Max. My 3 -5460.39 62 -101 Max. Vy 2 -110.69 -86 35 Max. Vx 2 119.27 -32 91 Diagonal Max Tension 3 6991.36 0 0 Max. Compression 3 -5772.94 0 0 Max. Mx 3 -1221.36 -3 0 Max. My 3 6991.36 0 1 Max. Vy 3 4.14 0 0 Max. Vx 3 -1.53 0 0 Horizontal Max Tension 3 338.95 5 174 Max. Compression 3 -503.92 -1 174 Max. Mx 3 -466.41 11 195 Max. My 3 323.54 6 195 Max. Vy 3 -13.50 11 195 Max. Vx 3 -184.11 0 0

T8 75 - 69 Leg Max Tension 3 40823.01 33 47 Max. Compression 3 -38460.46 -49 -40 Max. Mx 3 -4212.36 -74 66 Max. My 3 -4419.94 -65 77 Max. Vy 2 -138.96 -71 15 Max. Vx 2 138.77 -17 71 Diagonal Max Tension 3 4249.83 0 0 Max. Compression 3 -4554.63 0 0 Max. Mx 3 1441.73 6 0 Max. My 4 -1667.62 2 46 Max. Vy 3 -6.92 6 0 Max. Vx 4 22.47 0 0 Top Girt Max Tension 4 4894.13 0 0 Max. Compression 4 -4356.10 0 0 Max. Mx 1 270.77 -7 0 Max. My 3 -3588.92 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.01 0 0 Mid Girt Max Tension 4 2082.87 0 0 Max. Compression 4 -2034.54 0 0 Max. Mx 1 143.67 -7 0



Page

50 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. My 3 -1845.48 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.01 0 0

T9 69 - 63 Leg Max Tension 3 56010.86 41 52 Max. Compression 3 -55964.24 -52 -42 Max. Mx 3 -3930.07 -85 79 Max. My 3 -3930.07 -85 79 Max. Vy 2 -129.16 -70 12 Max. Vx 2 129.11 -14 71 Diagonal Max Tension 3 6176.47 0 0 Max. Compression 3 -5006.50 0 0 Max. Mx 3 1827.43 7 -61 Max. My 4 -1705.88 1 72 Max. Vy 3 -7.54 7 -61 Max. Vx 4 34.83 0 0 Top Girt Max Tension 3 2212.39 0 0 Max. Compression 2 -2357.69 0 0 Max. Mx 1 175.38 -7 0 Max. My 3 -2320.10 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.01 0 0 Mid Girt Max Tension 2 2212.53 0 0 Max. Compression 3 -2390.56 0 0 Max. Mx 1 194.20 -7 0 Max. My 3 -2390.03 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.01 0 0

T10 63 - 57 Leg Max Tension 3 74928.94 50 60 Max. Compression 3 -75541.61 -64 -56 Max. Mx 3 -4315.01 -126 117 Max. My 3 -4315.01 -126 117 Max. Vy 2 105.29 -93 27 Max. Vx 2 -105.57 -33 95 Diagonal Max Tension 3 7161.86 0 0 Max. Compression 3 -5378.05 0 0 Max. Mx 3 2231.78 8 -65 Max. My 4 -1489.09 1 -75 Max. Vy 3 -7.74 8 -65 Max. Vx 4 -36.63 0 0 Top Girt Max Tension 2 2214.10 0 0 Max. Compression 3 -2389.78 0 0 Max. Mx 1 188.29 -7 0 Max. My 3 2130.32 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.01 0 0 Mid Girt Max Tension 2 2212.66 0 0 Max. Compression 3 -2421.44 0 0 Max. Mx 1 183.13 -7 0 Max. My 3 2120.26 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 0.01 0 0

T11 57 - 51 Leg Max Tension 3 97746.70 64 74 Max. Compression 3 -96890.24 -92 -86 Max. Mx 3 -5731.86 -187 167 Max. My 3 -5132.79 158 -178 Max. Vy 2 111.10 -135 54 Max. Vx 2 -111.94 -66 141 Diagonal Max Tension 3 8371.63 5 34 Max. Compression 3 -5701.75 0 0 Max. Mx 3 2588.39 8 -70 Max. My 4 -1458.36 0 -80



Page

51 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Vy 3 -7.94 8 -70 Max. Vx 4 -38.72 0 0 Top Girt Max Tension 2 2220.45 0 0 Max. Compression 3 -2434.57 0 0 Max. Mx 1 181.93 -7 0 Max. My 3 2090.84 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.01 0 0 Mid Girt Max Tension 2 2201.60 0 0 Max. Compression 3 -2454.12 0 0 Max. Mx 1 178.49 -7 0 Max. My 3 2062.90 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 0.01 0 0

T12 51 - 45 Leg Max Tension 3 124973.39 29 42 Max. Compression 3 -119581.76 -307 -310 Max. Mx 3 -8974.45 -337 244 Max. My 3 -8287.68 228 -327 Max. Vy 3 -255.12 -337 244 Max. Vx 3 -232.21 228 -327 Diagonal Max Tension 3 12601.04 5 57 Max. Compression 3 -5890.65 0 0 Max. Mx 3 2842.39 10 -105 Max. My 4 -1806.11 5 -113 Max. Vy 3 -8.78 10 -105 Max. Vx 4 54.59 5 -113 Top Girt Max Tension 2 2258.92 0 0 Max. Compression 3 -2569.94 0 0 Max. Mx 1 190.41 -7 0 Max. My 3 2092.96 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 2129.75 0 0 Max. Compression 3 -2503.00 0 0 Max. Mx 1 231.48 -7 0 Max. My 3 1931.49 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 0.00 0 0

T13 45 - 39 Leg Max Tension 3 128578.52 215 215 Max. Compression 3 -118824.27 -134 -178 Max. Mx 3 -12716.49 -487 292 Max. My 3 -12188.21 188 -408 Max. Vy 3 286.94 -487 292 Max. Vx 2 -239.63 -115 330 Diagonal Max Tension 2 14158.19 0 0 Max. Compression 3 -6321.43 0 0 Max. Mx 3 -3368.78 22 -63 Max. My 3 -6302.36 10 149 Max. Vy 3 12.48 22 -63 Max. Vx 3 -52.24 10 149 Top Girt Max Tension 4 4350.81 0 0 Max. Compression 3 -5939.21 0 0 Max. Mx 2 -5101.97 -7 0 Max. My 3 3870.94 0 1 Max. Vy 2 9.73 0 0 Max. Vx 3 -0.82 0 0

T14 39 - 33 Leg Max Tension 3 120988.01 98 173 Max. Compression 3 -102829.16 -162 -54 Max. Mx 3 -14892.90 -493 271 Max. My 3 -14386.66 174 -408 Max. Vy 3 -224.56 -493 271



Page

52 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Vx 2 214.50 -123 330 Diagonal Max Tension 3 3536.29 0 0 Max. Compression 3 -4133.30 0 0 Max. Mx 3 -2569.15 14 -121 Max. My 3 -2571.20 -4 -121 Max. Vy 3 12.19 14 -121 Max. Vx 3 37.30 0 0

T15 33 - 27 Leg Max Tension 3 116054.39 171 213 Max. Compression 3 -95832.10 -198 -216 Max. Mx 2 59419.99 305 -42 Max. My 4 59409.81 -53 311 Max. Vy 2 -208.12 -281 100 Max. Vx 2 215.23 -126 286 Diagonal Max Tension 3 2463.49 0 0 Max. Compression 3 -1970.50 0 0 Max. Mx 3 -1168.70 15 -8 Max. My 3 -1042.82 14 -26 Max. Vy 3 13.80 14 15 Max. Vx 3 8.15 0 0

T16 27 - 21 Leg Max Tension 3 114100.07 205 226 Max. Compression 3 -90879.74 -446 -308 Max. Mx 4 -66501.04 -656 87 Max. My 4 57872.52 -210 676 Max. Vy 4 420.82 -656 87 Max. Vx 4 -426.85 -210 676 Diagonal Max Tension 2 9180.94 0 0 Max. Compression 3 -2170.35 0 0 Max. Mx 3 5349.55 24 31 Max. My 4 -769.58 15 123 Max. Vy 3 20.75 24 31 Max. Vx 4 -31.53 0 0 Top Girt Max Tension 7 741.74 0 0 Max. Compression 7 -988.75 0 0 Max. Mx 1 248.24 -47 0 Max. My 3 -787.92 0 4 Max. Vy 1 32.03 0 0 Max. Vx 3 -2.69 0 0

T17 21 - 15 Leg Max Tension 3 115186.20 335 505 Max. Compression 3 -90463.25 -227 -43 Max. Mx 4 -67400.76 -658 76 Max. My 4 57765.26 -229 670 Max. Vy 4 -514.85 -658 76 Max. Vx 4 523.42 -229 670 Diagonal Max Tension 3 6422.72 0 0 Max. Compression 4 -1356.42 0 0 Max. Mx 3 4582.78 28 33 Max. My 4 -978.50 19 -93 Max. Vy 3 23.35 28 33 Max. Vx 4 22.15 0 0 Top Girt Max Tension 2 1122.84 0 0 Max. Compression 3 -1479.01 0 0 Max. Mx 1 309.65 -65 0 Max. My 3 -1406.88 0 5 Max. Vy 1 37.53 0 0 Max. Vx 3 -3.16 0 0

T18 15 - 12 Leg Max Tension 3 107153.91 18 220 Max. Compression 3 -78234.87 -771 -753 Max. Mx 3 107055.60 934 1050 Max. My 3 107055.60 934 1050 Max. Vy 3 -386.85 934 1050 Max. Vx 3 -380.41 934 1050



Page

53 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Diagonal Max Tension 4 12489.98 0 0 Max. Compression 4 -13821.46 0 0 Max. Mx 4 226.43 -22 0 Max. My 3 8758.74 0 2 Max. Vy 4 17.82 0 0 Max. Vx 3 -1.91 0 0 Top Girt Max Tension 4 11730.74 0 0 Max. Compression 4 -10541.81 0 0 Max. Mx 1 955.70 170 0 Max. My 3 -8545.68 0 -14 Max. Vy 1 -86.05 0 0 Max. Vx 3 7.24 0 0

T19 12 - 0 Leg Max Tension 3 108326.73 947 1038 Max. Compression 3 -80148.05 0 0 Max. Mx 3 -23597.18 1084 265 Max. My 2 52900.57 412 -1180 Max. Vy 2 516.70 818 463 Max. Vx 2 586.09 412 874 Diagonal Max Tension 3 12692.48 0 0 Max. Compression 3 -14133.79 0 0 Max. Mx 3 -1831.80 -219 0 Max. My 4 -10078.32 0 -75 Max. Vy 3 64.76 0 0 Max. Vx 4 -22.23 0 0 Horizontal Max Tension 3 5853.28 0 0 Max. Compression 3 -4870.23 0 0 Max. Mx 4 -4053.57 61 6 Max. My 4 -3703.95 33 -23 Max. Vy 4 45.08 61 6 Max. Vx 4 10.45 33 -23 Inner Bracing Max Tension 3 670.83 0 0 Max. Compression 3 -2142.21 0 0 Max. Mx 6 169.98 -48 0 Max. My 2 634.20 0 0 Max. Vy 6 32.48 0 0 Max. Vx 2 -0.23 0 0

Maximum Reactions


Load

Comb.

Vertical

kg

Horizontal, X

kg

Horizontal, Z

kg



Leg B Max. Vert 3 83862.70 -13553.38 14232.12 Max. Hx 1 6824.07 -1201.81 1245.89 Max. Hz 3 83862.70 -13553.38 14232.12



Page

54 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Load

Comb.

Vertical

kg

Horizontal, X

kg

Horizontal, Z

kg

Min. Vert 1 6824.07 -1201.81 1245.89 Min. Hx 3 83862.70 -13553.38 14232.12 Min. Hz 1 6824.07 -1201.81 1245.89



Load


kg

Shearx

kg

Shearz

kg

Overturning

Moment, Mx kg-m

Overturning

Moment, Mz kg-m

Torque

kg-m Dead Only 27334.19 -0.09 -0.06 3070 -2840 0 Dead+Wind 0 deg - No Ice 27339.63 -31.39 -29325.55 -1402307 264 8146 Dead+Wind 45 deg - No Ice 27336.68 23566.04 -23568.08 -1143630 -1149494 15436 Dead+Wind 90 deg - No Ice 27339.69 29325.21 31.24 6240 -1408228 11773 Dead+Wind 0 deg - Service 27334.19 -7.81 -7331.74 -348509 -2058 2044 Dead+Wind 45 deg - Service 27334.19 5892.71 -5892.71 -283533 -289494 3874 Dead+Wind 90 deg - Service 27334.19 7331.73 7.81 3898 -354461 2946

Solution Summary

Load

Comb.


% Error PX

kg

PY

kg

PZ

kg

PX

kg

PY

kg

PZ

kg

1 0.00 -27334.20 0.00 0.09 27334.19 0.06 0.000% 2 -31.25 -27334.20 -29329.85 31.39 27339.63 29325.55 0.017% 3 23573.51 -27334.20 -23573.51 -23566.04 27336.68 23568.08 0.022% 4 29329.85 -27334.20 31.25 -29325.21 27339.69 -31.24 0.018% 5 -7.81 -27334.20 -7332.46 7.81 27334.19 7331.74 0.003% 6 5893.38 -27334.20 -5893.38 -5892.71 27334.19 5892.71 0.003% 7 7332.46 -27334.20 7.81 -7331.73 27334.19 -7.81 0.003%


Load

Combination

Converged? Number

of Cycles

Displacement

Tolerance

Force

Tolerance




Page

55 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 105 - 100.8 708.46 6 0.8218 0.0609 T2 100.8 - 99 648.16 6 0.8134 0.0623 T3 99 - 93 622.83 6 0.8044 0.0630 T4 93 - 87 539.15 6 0.7806 0.0601 T5 87 - 81 458.83 6 0.7325 0.0549 T6 81 - 78 384.67 6 0.6555 0.0473 T7 78 - 75 352.20 6 0.6181 0.0391 T8 75 - 69 321.74 6 0.5893 0.0359 T9 69 - 63 260.98 6 0.5498 0.0336

T10 63 - 57 204.90 6 0.4948 0.0305 T11 57 - 51 154.62 6 0.4355 0.0266 T12 51 - 45 110.60 6 0.3715 0.0220 T13 45 - 39 73.90 6 0.2916 0.0165 T14 39 - 33 49.62 6 0.2067 0.0105 T15 33 - 27 31.43 6 0.1524 0.0075 T16 27 - 21 17.94 6 0.1126 0.0055 T17 21 - 15 8.05 6 0.0789 0.0044 T18 15 - 12 1.22 6 0.0495 0.0032 T19 12 - 0 1.66 6 0.0415 0.0025


Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m

105.0000 CxMANTENIMIENTO 6 708.46 0.8218 0.0609 19007 104.5000 AT15-250 6 701.23 0.8214 0.0611 19007 103.5000 AT15-250 6 686.79 0.8203 0.0614 19007 102.5000 AT15-250 6 672.41 0.8187 0.0617 11586 101.5000 AT15-250 6 658.11 0.8161 0.0621 8624 96.0000 6 ANT TV 0.20x0.80m 6 580.77 0.7926 0.0624 19841 92.0000 6 ANT TV 0.20x0.80m 6 525.48 0.7751 0.0592 8771 88.0000 6 ANT TV 0.25x1.0m 6 471.92 0.7430 0.0557 8335 83.0000 6 ANT TV 0.25x1.0m 6 408.22 0.6824 0.0512 3057 72.0000 3 ANT TV 0.30x1.20m 6 291.16 0.5691 0.0347 22830 68.5000 3 ANT TV 0.30x1.20m 6 256.07 0.5460 0.0334 5717 27.0000 8 FT DISH 6 17.94 0.1126 0.0055 8812 24.0000 8 FT DISH 6 12.76 0.0954 0.0049 19310 18.0000 8 FT DISH 6 3.65 0.0626 0.0038 4590 7.5000 ANT GRIP 1.0x2.50m 6 1.97 0.0281 0.0016 15688



Page

56 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 105 - 100.8 3151.00 3 3.7655 0.1861 T2 100.8 - 99 2875.04 3 3.7345 0.1953 T3 99 - 93 2758.56 3 3.7032 0.2795 T4 93 - 87 2373.08 3 3.6061 0.2672 T5 87 - 81 2001.15 3 3.3900 0.2438 T6 81 - 78 1656.35 3 2.9811 0.2085 T7 78 - 75 1515.99 3 2.7419 0.1694 T8 75 - 69 1383.22 3 2.5954 0.1542 T9 69 - 63 1115.66 3 2.4218 0.1453

T10 63 - 57 868.85 3 2.1759 0.1331 T11 57 - 51 647.89 3 1.9108 0.1177 T12 51 - 45 454.86 3 1.6239 0.0992 T13 45 - 39 294.74 3 1.2600 0.0780 T14 39 - 33 198.25 3 0.8566 0.0455 T15 33 - 27 126.71 3 0.6181 0.0314 T16 27 - 21 72.28 3 0.4578 0.0222 T17 21 - 15 32.28 3 0.3187 0.0175 T18 15 - 12 4.82 3 0.1983 0.0126 T19 12 - 0 6.63 3 0.1658 0.0101


Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m




Page

57 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Bolt Design Data

Section

No.

Elevation

m

Component

Type

Bolt

Grade

Bolt Size

mm

Number

Of

Bolts

Maximum

Load per

Bolt

kg

Allowable

Load

kg

Ratio

Load

Allowable

Allowable

Ratio

Criteria

T1 105 Leg A394T0 16 6 48.63 5528.16 0.009

1.333 Bearing

Diagonal A394T0 13 1 1449.21 2158.11 0.672


Top Girt A394T0 13 1 72.08 2158.11 0.033


T2 100.8 Leg A394T0 16 6 1203.54 5528.16 0.218

1.333 Bearing

Diagonal A394T0 13 1 1368.75 2158.11 0.634


Top Girt A394T0 13 1 749.62 2158.11 0.347


T3 99 Leg A394T0 16 6 1456.17 5528.16 0.263

1.333 Bearing

Diagonal A394T0 16 1 2075.69 2774.71 0.748


Top Girt A394T0 16 1 738.45 2774.71 0.266


T4 93 Leg A394T0 16 6 5205.84 5528.16 0.942

1.333 Bearing

Diagonal A394T0 16 1 3448.92 2774.71 1.243


Top Girt A394T0 16 1 1149.18 2774.71 0.414


T5 87 Leg A394T0 16 8 8330.18 6910.21 1.205

1.333 Bearing

Diagonal A394T0 16 1 6407.72 2774.71 2.309 1.333 Member Bearing

Top Girt A394T0 16 1 1968.79 2774.71 0.710


T6 81 Leg A394T0 16 8 9073.89 6910.21 1.313

1.333 Bearing


Top Girt A394T0 16 2 930.25 3699.61 0.251


T7 78 Leg A394T0 19 8 9041.32 8292.26 1.090

1.333 Bearing

Diagonal A394T0 16 2 3495.68 3699.61 0.945


T8 75 Leg A394T0 19 8 8831.22 9950.69 0.888

1.333 Bearing

Diagonal A394T0 16 2 2277.32 3699.61 0.616


Top Girt A394T0 16 2 2447.07 3699.61 0.661


T9 69 Leg A394T0 19 12 7988.90 9950.69 0.803

1.333 Bearing

Diagonal A394T0 16 2 3088.23 3699.61 0.835


Top Girt A394T0 16 2 1178.85 3699.61 0.319


T10 63 Leg A394T0 19 12 10921.33 9950.69 1.098

1.333 Bearing

Diagonal A394T0 16 2 3580.93 3699.61 0.968


Top Girt A394T0 16 2 1194.89 3699.61 0.323


T11 57 Leg A394T0 19 12 14336.92 9950.69 1.441 1.333 Bearing

Diagonal A394T0 16 2 4185.81 3699.61 1.131


Top Girt A394T0 16 2 1217.28 3699.61 0.329


T12 51 Leg A394T0 19 8 27692.46 9950.69 2.783 1.333 Bearing


Top Girt A394T0 16 2 1284.97 3699.61 0.347


T13 45 Leg A394T0 19 8 32144.65 9950.69 3.230 1.333 Bearing




Page

58 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Bolt

Grade

Bolt Size

mm

Number

Of

Bolts

Maximum

Load per

Bolt

kg

Allowable

Load

kg

Ratio

Load

Allowable

Allowable

Ratio

Criteria

T14 39 Leg A394T0 19 16 15123.50 9950.69 1.520 1.333 Bearing

Diagonal A394T0 16 2 2066.65 4932.82 0.419


T15 33 Leg A394T0 19 16 14506.80 9950.69 1.458 1.333 Bearing

Diagonal A394T0 16 2 1231.75 4932.82 0.250


T16 27 Leg A394T0 19 16 14262.72 9950.69 1.433 1.333 Bearing

Diagonal A394T0 16 2 4590.45 4932.82 0.931


Top Girt A394T0 16 2 434.27 4932.82 0.088


T17 21 Leg A394T0 19 16 14398.30 9950.69 1.447 1.333 Bearing

Diagonal A394T0 16 2 3211.36 4932.82 0.651


Top Girt A394T0 16 2 739.51 4932.82 0.150


T18 15 Leg A394T0 19 12 17858.98 9979.03 1.790 1.333 Bolt SS


Top Girt A394T0 16 2 5865.36 9865.64 0.595


T19 12 Leg A394T0 19 10 21665.35 9979.03 2.171 1.333 Bolt SS

Diagonal A394T0 16 3 4711.28 7399.23 0.637


Compression Checks


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L76x76x6 4.2000 0.7000 46.6 K=1.00

171534 929 -3230.79 16250.22 0.199

T2 100.8 - 99 L76x76x6 1.8868 0.9434 62.7

K=1.00 153370 929 -3610.61 14529.47 0.249

T3 99 - 93 L76x76x6 6.0000 2.0000 66.5

K=0.50 148765 929 -5147.64 14093.26 0.365

T4 93 - 87 L102x102x6 6.0000 2.0000 49.5

K=0.50 144987 1252 -12307.82 18504.49 0.665

T5 87 - 81 L102x102x8 6.0000 2.0000 49.8

K=0.50 168136 1548 -29144.59 26547.18 1.098

T6 81 - 78 L102x102x8 3.0435 3.0435 75.7

K=0.50 136863 1548 -22198.86 21609.51 1.027

T7 78 - 75 L102x102x8 3.0435 3.0435 75.7

K=0.50 136863 1548 -22277.65 21609.51 1.031

T8 75 - 69 L102x102x10 6.0000 3.0000 74.9

K=0.50 137925 1845 -38460.47 25951.16 1.482

H1-3 (1.48 CR) - 227

T9 69 - 63 L102x102x10 6.0000 3.0000 74.9 K=0.50

137925 1845 -55964.24 25951.16 2.157

H1-3 (2.16 CR) - 255

T10 63 - 57 L127x127x10 6.0000 3.0000 59.7 156898 2329 -75541.75 37262.35 2.027



Page

59 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

K=0.50 H1-3 (2.03 CR) - 283

T11 57 - 51 L152x152x10 6.0000 3.0000 49.6 K=0.50

144905 2813 -96890.08 41563.86 2.331

H1-3 (2.33 CR) - 311

T12 51 - 45 L152x152x10 6.0000 3.0000 49.6 K=0.50

144905 2813 -119581.95 41563.86 2.877

H1-3 (2.88 CR) - 339

T13 45 - 39 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -118824.45 41484.57 2.864

bolt (2.99 CR) - 367

T14 39 - 33 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -102828.97 41484.57 2.479

H1-3 (2.48 CR) - 383

T15 33 - 27 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -95832.30 41484.57 2.310

H1-3 (2.31 CR) - 395

T16 27 - 21 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -90879.52 41484.57 2.191

H1-3 (2.19 CR) - 407

T17 21 - 15 L152x152x10 6.0423 6.0423 50.0 K=0.25

144629 2813 -90463.13 41484.57 2.181

H1-3 (2.18 CR) - 423

T18 15 - 12 L152x152x13 3.0212 3.0212 50.4 K=0.50

167461 3710 -78234.73 63347.37 1.235

T19 12 - 0 L152x152x13 12.2744 12.2744 51.2

K=0.13 166604 3710 -80147.98 63023.50 1.272


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.9220 0.8049 108.0 K=1.00

82302 340 -1653.68 2855.31 0.579

T2 100.8 - 99 L38x38x5 1.2207 1.1259 151.1

K=1.00 45096 340 -1530.96 1564.50 0.979

T3 99 - 93 L38x38x5 2.4413 1.1542 99.5

K=1.00 89910 340 -1483.28 3119.25 0.476

T4 93 - 87 L38x38x5 2.4413 1.1321 97.6

K=1.00 91562 340 -2612.36 3176.54 0.822

T5 87 - 81 L38x38x5 2.4413 1.1321 97.6

K=1.00 91562 340 -3434.43 3176.54 1.081

T6 81 - 78 L51x51x5 3.1018 2.9020 185.2

K=1.00 30028 461 -7099.27 1412.48 5.026

H1-3 (5.03 CR) - 208

T7 78 - 75 L51x51x5 3.3410 3.2255 205.8 K=1.00

24305 461 -5772.96 1143.29 5.049

KL/R > 200 (C) - 222

T8 75 - 69 L51x51x5 4.1379 1.9952 127.3 K=1.00

63523 461 -4554.61 2988.02 1.524

H1-3 (1.52 CR) - 240

T9 69 - 63 L51x51x5 4.1379 1.9952 127.3 K=1.00

63523 461 -5006.48 2988.02 1.676



Page

60 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

H1-3 (1.68 CR) - 268 T10 63 - 57 L51x51x5 4.1379 1.9768 126.1

K=1.00 64714 461 -5378.06 3044.02 1.767

H1-3 (1.77 CR) - 296

T11 57 - 51 L51x51x5 4.1379 1.9583 125.0 K=1.00

65918 461 -5701.75 3100.66 1.839

H1-3 (1.84 CR) - 324

T12 51 - 45 L51x51x5 4.1379 1.9583 125.0 K=1.00

65918 461 -5890.67 3100.66 1.900

H1-3 (1.90 CR) - 352

T13 45 - 39 L51x51x6 6.8925 3.8097 123.1 K=0.50

67757 605 -6321.45 4181.22 1.512

H1-3 (1.51 CR) - 378

T14 39 - 33 L51x51x6 7.4360 4.0189 129.9 K=0.50

61013 605 -4133.30 3765.04 1.098

T15 33 - 27 L51x51x6 8.0696 4.2997 139.0

K=0.50 53303 605 -1970.50 3289.28 0.599

T16 27 - 21 L64x64x6 8.7737 4.6292 118.5

K=0.50 72370 768 -2170.35 5665.69 0.383

T17 21 - 15 L64x64x6 9.5328 4.9937 127.8

K=0.50 63009 768 -1356.42 4932.86 0.275

T18 15 - 12 L64x64x6 4.9645 4.8689 249.3

K=1.00 16570 768 -13821.46 1297.25 10.654

KL/R > 200 (C) - 449

T19 12 - 0 L102x102x10 13.5511 13.3870 107.1 K=0.25

83122 1845 -14133.81 15639.69 0.904


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.6000 0.5238 70.3 K=1.00

113071 340 -569.78 3922.75 0.145

T2 100.8 - 99 L38x38x5 1.0000 0.9238 124.0

K=1.00 66911 340 -437.32 2321.34 0.188

T7 78 - 75 L64x64x5 2.1250 2.0234 102.4

K=1.00 87375 582 -503.91 5184.88 0.097

T19 12 - 0 L102x102x6 8.4000 4.1238 64.9

K=0.50 113615 1252 -4870.22 14500.54 0.336


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.6000 0.5238 70.3 K=1.00

113071 340 -23.57 3922.75 0.006

T2 100.8 - 99 L38x38x5 0.6000 0.5238 70.3 113071 340 -515.49 3922.75 0.131



Page

61 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

K=1.00

T3 99 - 93 L51x51x5 1.4000 1.3238 132.3 K=1.00

58842 461 -561.59 2767.82 0.203

T4 93 - 87 L51x51x5 1.4000 1.3238 132.3

K=1.00 58842 461 -1014.24 2767.82 0.366

T5 87 - 81 L51x51x5 1.4000 1.2984 129.7

K=1.00 61166 461 -1790.26 2877.17 0.622

T6 81 - 78 L51x51x5 1.4000 1.2984 82.8

K=1.00 103663 461 -1073.22 4876.16 0.220

T8 75 - 69 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -4356.10 3158.57 1.379

H1-3 (1.38 CR) - 232

T9 69 - 63 L64x64x5 2.8500 2.7484 139.1 K=1.00

53228 582 -2357.69 3158.57 0.746

T10 63 - 57 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -2389.78 3158.57 0.757

T11 57 - 51 L64x64x5 2.8500 2.7230 137.8

K=1.00 54225 582 -2434.57 3217.77 0.757

T12 51 - 45 L64x64x5 2.8500 2.6976 136.5

K=1.00 55251 582 -2569.94 3278.65 0.784

T13 45 - 39 L64x64x5 2.8500 2.6976 136.5

K=1.00 55251 582 -5939.20 3278.65 1.811

H1-3 (1.81 CR) - 370

T16 27 - 21 L76x76x6 5.8770 5.7246 121.2 K=0.50

69734 929 -868.53 6606.21 0.131

T17 21 - 15 L76x76x6 6.8860 6.7336 142.5

K=0.50 50684 929 -1479.01 4801.50 0.308

T18 15 - 12 2L76x76x6x10 7.8950 7.7426 147.5

K=0.45 47326 1858 -10541.81 8966.93 1.176


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T3 99 - 93 L51x51x5 1.4000 1.3238 132.3 K=1.00

58842 461 -834.48 2767.82 0.301

T4 93 - 87 L51x51x5 1.4000 1.2984 129.7

K=1.00 61166 461 -1582.63 2877.17 0.550

T5 87 - 81 L51x51x5 1.4000 1.2984 129.7

K=1.00 61166 461 -2176.16 2877.17 0.756

T8 75 - 69 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -2034.54 3158.57 0.644

T9 69 - 63 L64x64x5 2.8500 2.7484 139.1

K=1.00 53228 582 -2390.56 3158.57 0.757

T10 63 - 57 L64x64x5 2.8500 2.7230 137.8

K=1.00 54225 582 -2421.44 3217.77 0.753

T11 57 - 51 L64x64x5 2.8500 2.6976 136.5

K=1.00 55251 582 -2454.12 3278.65 0.749

T12 51 - 45 L64x64x5 2.8500 2.6976 136.5

K=1.00 55251 582 -2503.00 3278.65 0.763



Page

62 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T19 12 - 0 L76x76x6 5.9397 5.9397 197.5 K=0.50

26394 929 -2142.21 2500.47 0.857

Tension Checks


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L76x76x6 4.2000 0.7000 29.6 224080 687 2230.21 15699.97 0.142

T2 100.8 - 99 L76x76x6 1.8868 0.9434 39.9 224080 687 3453.72 15699.97 0.220

T3 99 - 93 L76x76x6 6.0000 2.0000 84.7 224080 687 11015.72 15699.97 0.702

T4 93 - 87 L102x102x6 6.0000 2.0000 63.0 224080 1010 26239.37 23070.85 1.137

T5 87 - 81 L102x102x8 6.0000 2.0000 63.5 224080 1246 50281.18 28470.01 1.766

H2-1 (1.77 CR) - 153

T6 81 - 78 L102x102x8 3.0435 3.0435 96.6 224080 1246 36295.47 28470.01 1.275

T7 78 - 75 L102x102x8 3.0435 3.0435 96.6 224080 1196 36165.29 27318.33 1.324

T8 75 - 69 L102x102x10 6.0000 3.0000 96.0 224080 1422 40788.72 32487.16 1.256

T9 69 - 63 L102x102x10 6.0000 3.0000 96.0 224080 1422 56010.96 32487.16 1.724

H2-1 (1.72 CR) - 253

T10 63 - 57 L127x127x10 6.0000 3.0000 75.7 224080 1906 74928.94 43543.47 1.721

H2-1 (1.72 CR) - 281

T11 57 - 51 L152x152x10 6.0000 3.0000 62.8 224080 2390 97746.92 54599.84 1.790

bolt (1.44 CR) - 309

T12 51 - 45 L152x152x10 6.0000 3.0000 62.8 224080 2390 124973.35 54599.84 2.289

bolt (2.78 CR) - 337

T13 45 - 39 L152x152x10 6.0423 6.0423 126.5 224080 2390 128578.50 54599.84 2.355



Page

63 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

bolt (3.23 CR) - 365

T14 39 - 33 L152x152x10 6.0423 6.0423 126.5 224080 2390 120988.09 54599.84 2.216

H2-1 (2.22 CR) - 381

T15 33 - 27 L152x152x10 6.0423 6.0423 126.5 224080 2390 116054.36 54599.84 2.126

H2-1 (2.13 CR) - 393

T16 27 - 21 L152x152x10 6.0423 6.0423 126.5 224080 2390 114101.65 54599.84 2.090

H2-1 (2.09 CR) - 405

T17 21 - 15 L152x152x10 6.0423 6.0423 126.5 224080 2390 115186.19 54599.84 2.110

H2-1 (2.11 CR) - 421

T18 15 - 12 L152x152x13 3.0212 3.0212 63.9 224080 3145 107153.97 71866.29 1.491

bolt (1.79 CR) - 437

T19 12 - 0 L152x152x13 12.2744 12.2744 259.8 224080 3145 108326.96 71866.29 1.507

bolt (2.17 CR) - 457


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.9220 0.8049 69.4 148927 340 1449.21 5166.69 0.280

T2 100.8 - 99 L38x38x5 1.2207 1.1259 97.1 148927 340 1368.75 5166.69 0.265

T3 99 - 93 L38x38x5 2.4413 1.1542 99.5 199948 249 2075.69 5086.95 0.408

T4 93 - 87 L38x38x5 2.4413 1.1321 97.6 199948 249 3448.92 5086.95 0.678

T5 87 - 81 L38x38x5 2.4413 1.1321 97.6 199948 249 6407.72 5086.95 1.260

T6 81 - 78 L51x51x5 3.1018 2.9020 185.2 148927 461 12336.08 7005.28 1.761

bolt (1.67 CR) - 212

T7 78 - 75 L51x51x5 3.3410 3.2255 205.8 148927 461 6991.36 7005.28 0.998

T8 75 - 69 L51x51x5 4.1379 1.9952 127.3 148927 461 4249.83 7005.28 0.607

T9 69 - 63 L51x51x5 4.1379 1.9952 127.3 148927 461 6176.48 7005.28 0.882

T10 63 - 57 L51x51x5 4.1379 1.9768 126.1 148927 461 7161.86 7005.28 1.022

T11 57 - 51 L51x51x5 4.1379 1.9583 125.0 148927 461 8371.64 7005.28 1.195

T12 51 - 45 L51x51x5 4.1379 1.9583 125.0 148927 461 12601.03 7005.28 1.799

bolt (1.70 CR) - 349

T13 45 - 39 L51x51x6 6.8925 3.8097 246.3 148927 605 14158.16 9190.15 1.541



Page

64 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

H2-1 (1.54 CR) - 373

T14 39 - 33 L51x51x6 7.4360 4.0189 259.8 148927 605 3536.29 9190.15 0.385

T15 33 - 27 L51x51x6 8.0696 4.2997 278.0 148927 605 2463.49 9190.15 0.268

T16 27 - 21 L64x64x6 8.7737 4.6292 237.0 148927 768 9180.94 11659.14 0.787

T17 21 - 15 L64x64x6 9.5328 4.9937 255.7 148927 768 6422.73 11659.14 0.551

T18 15 - 12 L64x64x6 4.9645 4.8689 249.3 148927 768 12489.99 11659.14 1.071

T19 12 - 0 L102x102x10 13.5511 13.3870 428.5 148927 1845 12692.47 28021.13 0.453


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.6000 0.5238 45.2 148927 340 647.75 5166.69 0.125

T2 100.8 - 99 L38x38x5 1.0000 0.9238 79.6 148927 340 384.32 5166.69 0.074

T7 78 - 75 L64x64x5 2.1250 2.0234 102.4 148927 582 338.95 8837.43 0.038

T19 12 - 0 L102x102x6 8.4000 4.1238 129.9 148927 1252 5853.29 19007.34 0.308


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.6000 0.5238 45.2 148927 340 72.08 5166.69 0.014

T2 100.8 - 99 L38x38x5 0.6000 0.5238 45.2 148927 340 749.62 5166.69 0.145

T3 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 738.45 7005.28 0.105

T4 93 - 87 L51x51x5 1.4000 1.3238 84.5 148927 461 1149.18 7005.28 0.164

T5 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 1968.79 7005.28 0.281

T6 81 - 78 L51x51x5 1.4000 1.2984 82.8 148927 461 1860.49 7005.28 0.266

T8 75 - 69 L64x64x5 2.8500 2.7484 139.1 148927 582 4894.13 8837.43 0.554



Page

65 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T9 69 - 63 L64x64x5 2.8500 2.7484 139.1 148927 582 2212.39 8837.43 0.250

T10 63 - 57 L64x64x5 2.8500 2.7484 139.1 148927 582 2214.10 8837.43 0.251

T11 57 - 51 L64x64x5 2.8500 2.7230 137.8 148927 582 2220.45 8837.43 0.251

T12 51 - 45 L64x64x5 2.8500 2.6976 136.5 148927 582 2258.92 8837.43 0.256

T13 45 - 39 L64x64x5 2.8500 2.6976 136.5 148927 582 4350.81 8837.43 0.492

T16 27 - 21 L76x76x6 5.8770 5.7246 242.3 148927 929 725.71 14108.54 0.051

T17 21 - 15 L76x76x6 6.8860 6.7336 285.1 148927 929 1122.84 14108.54 0.080

T18 15 - 12 2L76x76x6x10 7.8950 7.7426 327.8 148927 1858 11730.76 28217.08 0.416


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T3 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 962.31 7005.28 0.137

T4 93 - 87 L51x51x5 1.4000 1.2984 82.8 148927 461 1747.63 7005.28 0.249

T5 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 2133.97 7005.28 0.305

T8 75 - 69 L64x64x5 2.8500 2.7484 139.1 148927 582 2082.87 8837.43 0.236

T9 69 - 63 L64x64x5 2.8500 2.7484 139.1 148927 582 2212.53 8837.43 0.250

T10 63 - 57 L64x64x5 2.8500 2.7230 137.8 148927 582 2212.66 8837.43 0.250

T11 57 - 51 L64x64x5 2.8500 2.6976 136.5 148927 582 2201.60 8837.43 0.249

T12 51 - 45 L64x64x5 2.8500 2.6976 136.5 148927 582 2129.75 8837.43 0.241


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T19 12 - 0 L76x76x6 5.9397 5.9397 251.4 148927 929 670.84 14108.54 0.048



Page

66 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

No.

Elevation

m

Component

Type

Size Critical

Element

P

kg

SF*Pallow

kg

%

Capacity

Pass

Fail

T1 105 - 100.8 Leg L76x76x6 3 -3230.79 21661.55 14.9 Pass Diagonal L38x38x5 10 -1653.68 3806.12 43.4

50.4 (b) Pass

Horizontal L38x38x5 15 -569.78 5229.03 10.9 Pass Top Girt L38x38x5 5 72.08 6887.20 1.0

2.5 (b) Pass

T2 100.8 - 99 Leg L76x76x6 55 -3610.61 19367.79 18.6 Pass Diagonal L38x38x5 71 -1530.96 2085.48 73.4 Pass Horizontal L38x38x5 66 -437.32 3094.35 14.1 Pass Top Girt L38x38x5 57 749.62 6887.20 10.9

26.1 (b) Pass

T3 99 - 93 Leg L76x76x6 73 11015.72 20928.06 52.6 Pass Diagonal L38x38x5 88 -1483.28 4157.96 35.7

56.1 (b) Pass

Top Girt L51x51x5 77 -561.59 3689.51 15.2 20.0 (b)

Pass

Mid Girt L51x51x5 84 -834.48 3689.51 22.6 Pass T4 93 - 87 Leg L102x102x6 113 26239.37 30753.44 85.3 Pass

Diagonal L38x38x5 128 -2612.36 4234.32 61.7 93.2 (b)

Pass

Top Girt L51x51x5 120 -1014.24 3689.51 27.5 31.1 (b)

Pass

Mid Girt L51x51x5 124 -1582.63 3835.27 41.3 Pass T5 87 - 81 Leg L102x102x8 153 50281.18 37950.52 132.5 Fail

Diagonal L38x38x5 165 6407.72 6780.90 94.5 173.2 (b)

Fail

Top Girt L51x51x5 160 -1790.26 3835.27 46.7 53.2 (b)

Pass

Mid Girt L51x51x5 161 -2176.16 3835.27 56.7 Pass T6 81 - 78 Leg L102x102x8 193 36295.47 37950.52 95.6

98.5 (b) Pass

Diagonal L51x51x5 208 -7099.27 1882.83 377.1 Fail Top Girt L51x51x5 200 1860.49 9338.04 19.9 Pass

T7 78 - 75 Leg L102x102x8 213 36165.29 36415.34 99.3 Pass Diagonal L51x51x5 222 -5772.96 1524.01 378.8 Fail Horizontal L64x64x5 201 -503.91 6911.44 7.3 Pass

T8 75 - 69 Leg L102x102x10 227 -38460.47 34592.90 111.2 Fail Diagonal L51x51x5 240 -4554.61 3983.03 114.4 Fail Top Girt L64x64x5 232 -4356.10 4210.37 103.5 Fail Mid Girt L64x64x5 236 -2034.54 4210.37 48.3 Pass




T12 51 - 45 Leg L152x152x10 339 -119581.95 55404.62 215.8 Fail Diagonal L51x51x5 352 -5890.67 4133.18 142.5 Fail Top Girt L64x64x5 341 -2569.94 4370.44 58.8 Pass



Page

67 of 67


Project


Date

12:33:29 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Size Critical

Element

P

kg

SF*Pallow

kg

%

Capacity

Pass

Fail

Mid Girt L64x64x5 345 -2503.00 4370.44 57.3 Pass T13 45 - 39 Leg L152x152x10 367 -118824.45 55298.93 214.9

242.3 (b) Fail

Diagonal L51x51x6 373 14158.16 12250.47 115.6 Fail Top Girt L64x64x5 370 -5939.20 4370.44 135.9 Fail



T16 27 - 21 Leg L152x152x10 407 -90879.52 55298.93 164.3 Fail Diagonal L64x64x6 413 9180.94 15541.64 59.1

69.8 (b) Pass

Top Girt L76x76x6 409 -868.53 8806.08 9.9 Pass T17 21 - 15 Leg L152x152x10 423 -90463.13 55298.93 163.6 Fail

Diagonal L64x64x6 429 6422.73 15541.64 41.3 48.8 (b)

Pass

Top Girt L76x76x6 425 -1479.01 6400.40 23.1 Pass T18 15 - 12 Leg L152x152x13 437 107153.97 95797.76 111.9

134.3 (b) Fail

Diagonal L64x64x6 449 -13821.46 1729.24 799.3 Fail Top Girt 2L76x76x6x10 444 -10541.81 11952.92 88.2 Pass

T19 12 - 0 Leg L152x152x13 457 108326.96 95797.76 113.1 162.9 (b)

Fail

Diagonal L102x102x10 466 -14133.81 20847.70 67.8 Pass Horizontal L102x102x6 451 -4870.22 19329.21 25.2 Pass Inner Bracing L76x76x6 470 -2142.21 3333.13 64.3 Pass Summary Leg (T13) 242.3 Fail Diagonal

(T18) 799.3 Fail

Horizontal (T19)

25.2 Pass

Top Girt (T13)

135.9 Fail

Mid Girt (T12)

57.3 Pass

Inner Bracing (T19)

64.3 Pass

Bolt Checks 242.3 Fail RATING = 799.3 Fail

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99+6m C. NUEVA EB. LA PITA.eri

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA DE DEFLEXIONES-TC99+6m PATA=12.050m V=120 KPH





Dwg No. E-5


0

0

500

500

1000

1000

Deflection (mm)

105.0000

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

Ele

va

tio

n (

m)

0

0

0.5

0.5

1

1

Tilt (deg)0

0

0.05

0.05

0.1

0.1

-0.05

-0.05

-0.1

-0.1

Twist (deg)

105.0000

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA CABLES GUIA DE ONDA-TC99+6m PATA=12.050m V=120 KPH





Dwg No. E-7



Face A

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

105.0000

Ele

va

tio

n (

m)

Face B

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

104.0000103.0000102.0000101.0000

Face C

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

104.0000103.0000102.0000101.0000

(4)

1 (

4 A

NT

RF

N)

(4)

1 (

4 A

NT

RF

N)

(3)

1 (

3 A

NT

RF

N)

(3)

1 (

3 A

NT

RF

N)

Face D

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

105.0000

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

104.0000103.0000102.0000101.0000

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

7/8

(1 A

NT

MW

E)

7/8

(1 A

NT

MW

E)

(2)

7/8

(2 A

NT

MW

E)

7/8

(1 A

NT

GR

IP E

)

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA DE ESFUERZOS-TC99+6m PATA=12.050m V=120 KPH





Dwg No. E-8


0.0000 - 105.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress


100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

105.0000

Ele

va

tio

n (

m)

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

105.0000


Calle 1010 No. 70G-25 PBX: +(571) 226 9999


CONDICION NUEVA + REFUERZO.

EB. CERRO LA PITA.

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: SILUETA DE CALCULO-TC99+6m PATA=12.050m V=120 KPH

Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.



D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri

Dwg No. E-1

105.0 m

100.8 m

99.0 m

93.0 m

87.0 m

81.0 m

78.0 m

75.0 m

69.0 m

63.0 m

57.0 m

51.0 m

45.0 m

39.0 m

33.0 m

27.0 m

21.0 m

15.0 m

12.0 m

0.0 m


24559 kgSHEAR

1269960 kg-mMOMENT

17965 kgAXIAL



S

ection

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

T16

T17

T18

T19

Legs

L76x76x6

L102x102x6

L102x8+

L76x6

L102x10+

L102x10

AB

L152x10+

L102x13

L152x10+

L102x10

L152x13+

L102x10

Leg G

rade

A572-5

0

D

iagonals

L38x38x5

2L51x51x5

L51x51x6

L64x64x6

CL102x102x10

D

iagonal G

rade

A36

T

op G

irts

L38x38x5

L51x51x5

N.A

.L64x64x5

N.A

.L76x76x6

DN

.A.

M

id G

irts

N.A

.L51x51x5

N.A

.L64x64x5

N.A

.

H

orizonta

lsL38x38x5

N.A

.E

N.A

.L102x102x6

In

ner

Bra

cin

gN

.A.

L76x76x6

F

ace W

idth

(m

)0.6

1.4

2.1

25

2.8

53.8

59

4.8

68

5.8

77

6.8

86

7.8

95

8.4

12.0

5

# P

anels

@ (

m)

6 @

0.7

F9 @

212 @

35 @

61 @

31 @

12

W

eig

ht (k

g)

146.3

69.4

325.9

325.9

325.9

300.0

348.6

875.4

875.4

875.4

875.4

797.2

471.0

423.8

460.0

891.6

990.6

1408.8

3110.1

13896.6

CxMANTENIMIENTO 105AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 102.5AT15-250 (N) 102.5AT15-250 (N) 102.5AT15-250 (N) 101.5AT15-250 (N) 101.5AT15-250 (N) 101.56 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 833 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.58 FT DISH (1 ANT MW Ø2.40m E) 278 FT DISH (1 ANT MW Ø2.40m E) 248 FT DISH (1 ANT MW Ø2.40m E) 188 FT DISH (1 ANT MW Ø2.40m E) 18ANT GRIP 1.0x2.50m (1 ANT GRIP E)



AT15-250 (N) 104.5

AT15-250 (N) 104.5

AT15-250 (N) 104.5

AT15-250 (N) 104.5

AT15-250 (N) 103.5

AT15-250 (N) 103.5

AT15-250 (N) 103.5

AT15-250 (N) 103.5

AT15-250 (N) 102.5

AT15-250 (N) 102.5

AT15-250 (N) 102.5

AT15-250 (N) 101.5

AT15-250 (N) 101.5

AT15-250 (N) 101.5

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 96

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.20x0.80m (E) 92

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 88

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

6 ANT TV 0.25x1.0m (E) 83

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 72

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5

3 ANT TV 0.30x1.20m (E) 68.5






7.5


A L127x10+L102x10

B L152x10+L102x10

C 2L64x64x6

D 2L76x76x6x10

E L64x64x5

F 2 @ 0.9


A572-50 344738 kPa 448159 kPa A36 248211 kPa 399896 kPa



A153 Standards.6. Welds are fabricated with ER-70S-6 electrodes.7. TOWER RATING: 84.3%



Page

1 of 66


Project

EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.

Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower Input Data




Options




Page

2 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Leg C Leg D

Fac

e A

Face B

Face D

Square Tower

Fac

e C

Wind 0

Wind 90

Wind

45

Leg A Leg B

Z

X


Tower

Section

Tower

Elevation

m

Assembly

Database

Description Section

Width

m

Number

of

Sections

Section

Length

m

T1 105.0000-100.8000

0.6000 1 4.2000

T2 100.8000-99.0000

0.6000 1 1.8000




Page

3 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Section

Tower

Elevation

m

Diagonal

Spacing

m

Bracing

Type

Has

K Brace

End

Panels

Has

Horizontals

Top Girt

Offset

mm

Bottom Girt

Offset

mm

T1 105.0000-100.8000


T2 100.8000-99.0000




Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1 105.0000-100.80

00



T2 100.8000-99.000

0



T3 99.0000-93.0000



T4 93.0000-87.0000



T5 87.0000-81.0000

Arbitrary Shape L102x8+L76x6 A572-50 (344738 kPa)


T6 81.0000-78.0000


Double Angle 2L51x51x5 A36 (248211 kPa)

T7 78.0000-75.0000



T8 75.0000-69.0000



T9 69.0000-63.0000



T10 63.0000-57.0000



T11 57.0000-51.0000



T12 51.0000-45.0000



T13 Arbitrary Shape L152x10+L102x13 A572-50 Equal Angle L51x51x6 A36



Page

4 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

45.0000-39.0000 (344738 kPa) (248211 kPa) T14

39.0000-33.0000 Arbitrary Shape L152x10+L102x13 A572-50


(248211 kPa) T15



(248211 kPa) T16



(248211 kPa) T17



(248211 kPa) T18


(344738 kPa) Double Angle 2L64x64x6 A36

(248211 kPa) T19



(248211 kPa)


Tower

Elevation

m

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1 105.0000-100.80

00



T2 100.8000-99.000

0



T3 99.0000-93.0000



T4 93.0000-87.0000



T5 87.0000-81.0000



T6 81.0000-78.0000



T8 75.0000-69.0000



T9 69.0000-63.0000



T10 63.0000-57.0000



T11 57.0000-51.0000



T12 51.0000-45.0000



T13 45.0000-39.0000



T16 27.0000-21.0000



T17 21.0000-15.0000



T18 15.0000-12.0000

Double Equal Angle

2L76x76x6x10 A36 (248211 kPa)




Page

5 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Elevation

m

No.

of

Mid

Girts

Mid Girt

Type

Mid Girt

Size

Mid Girt

Grade

Horizontal

Type

Horizontal

Size

Horizontal

Grade

T1 105.0000-100.80

00



T2 100.8000-99.000

0



T3 99.0000-93.0000



T4 93.0000-87.0000



T5 87.0000-81.0000



T6 81.0000-78.0000



T7 78.0000-75.0000



T8 75.0000-69.0000



T9 69.0000-63.0000



T10 63.0000-57.0000



T11 57.0000-51.0000



T18 15.0000-12.0000



T19 12.0000-0.0000




Tower

Elevation

m

Secondary

Horizontal Type


Size

Secondary

Horizontal

Grade

Inner Bracing

Type

Inner Bracing Size

Inner Bracing

Grade

T19 12.0000-0.0000




Tower

Elevation

m

Gusset

Area

(per face)

m2

Gusset

Thickness

mm


Af

Adjust.

Factor

Ar

Weight Mult.

Double Angle

Stitch Bolt

Spacing

Diagonals

mm

Double Angle

Stitch Bolt

Spacing

Horizontals

mm

T1 105.0000-100.

8000

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0



Page

6 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

Gusset

Area

(per face)

m2

Gusset

Thickness

mm


Af

Adjust.

Factor

Ar

Weight Mult.

Double Angle

Stitch Bolt

Spacing

Diagonals

mm

Double Angle

Stitch Bolt

Spacing

Horizontals

mm

T2 100.8000-99.0

000

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0

T3 99.0000-93.00

00

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0

T4 93.0000-87.00

00

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0

T5 87.0000-81.00

00

0.0000 0 A36 (248211 kPa)

1 1 1.5 0 0

T6 81.0000-78.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T7 78.0000-75.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T8 75.0000-69.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T9 69.0000-63.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T10 63.0000-57.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T11 57.0000-51.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T12 51.0000-45.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T13 45.0000-39.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T14 39.0000-33.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T15 33.0000-27.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T16 27.0000-21.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T17 21.0000-15.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T18 15.0000-12.00

00

0.0000 0 A36 (248211 kPa)

1.3 1 1.5 0 0

T19 12.0000-0.000

0

0.0000 0 A36 (248211 kPa)

1.45 1 1.5 0 0



Page

7 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


K Factors1

Tower

Elevation

m

Calc

K

Single

Angles

Calc

K

Solid

Rounds

Legs X

Brace

Diags

X

Y

K

Brace

Diags

X

Y

Single

Diags

X

Y

Girts

X

Y

Horiz.

X

Y

Sec.

Horiz.

X

Y

Inner

Brace

X

Y

T1 105.0000-100.

8000

No No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T2 100.8000-99.0

000

No No 1 1 1

1 1

1 1

1 1

1 1

1 1

1 1

T3 99.0000-93.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T4 93.0000-87.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T5 87.0000-81.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T6 81.0000-78.00

00

No No 0.5 1 0.5

0.5 0.5

1 1

1 0.5

1 1

1 1

1 1

T7 78.0000-75.00

00

No No 0.5 1 0.5

0.5 0.5

1 1

1 0.5

1 1

1 1

1 1

T8 75.0000-69.00

00

No No 0.5 1 0.5

1 1

1 1

0.5 0.5

1 1

1 1

1 1

T9 69.0000-63.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T10 63.0000-57.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T11 57.0000-51.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T12 51.0000-45.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T13 45.0000-39.00

00

No No 0.25 0.25 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T14 39.0000-33.00

00

No No 0.25 0.5 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T15 33.0000-27.00

00

No No 0.25 0.5 0.25

1 1

1 1

1 0.5

1 1

1 1

1 1

T16 27.0000-21.00

00

No No 0.25 0.5 0.25

1 1

1 1

0.5 0.25

1 1

1 1

1 1

T17 21.0000-15.00

00

No No 0.25 0.5 0.25

1 1

1 1

0.5 0.25

0.5 0.25

1 1

1 1

T18 15.0000-12.00

00

No No 0.5 1 1

0.5 0.25

1 1

0.45 0.25

0.5 0.25

1 1

1 1



Page

8 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

K Factors1

Tower

Elevation

m

Calc

K

Single

Angles

Calc

K

Solid

Rounds

Legs X

Brace

Diags

X

Y

K

Brace

Diags

X

Y

Single

Diags

X

Y

Girts

X

Y

Horiz.

X

Y

Sec.

Horiz.

X

Y

Inner

Brace

X

Y

T19 12.0000-0.000

0

No No 0.125 1 1

0.25 0.125

1 1

1 1

0.5 0.25

1 1

0.5 0.5


the overall length.


Tower

Elevation

m


Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

T1 105.0000-100.

8000

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T2 100.8000-99.0

000

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T3 99.0000-93.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T4 93.0000-87.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T5 87.0000-81.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T6 81.0000-78.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T7 78.0000-75.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T8 75.0000-69.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T9 69.0000-63.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T10 63.0000-57.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T11 57.0000-51.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T12 51.0000-45.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T13 45.0000-39.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75



Page

9 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m


Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

Net

Width

Deduct

mm

U

T14 39.0000-33.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T15 33.0000-27.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T16 27.0000-21.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T17 21.0000-15.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T18 15.0000-12.00

00

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75

T19 12.0000-0.000

0

0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75


Tower

Elevation

m

Leg

Connection

Type


Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No.

T1 105.0000-100.

8000

Sleeve SS 16 A394T0

6 13 A394T0

1 13 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T2 100.8000-99.0

000

Sleeve SS 16 A394T0

6 13 A394T0

1 13 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T3 99.0000-93.00

00

Sleeve SS 16 A394T0

6 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T4 93.0000-87.00

00

Sleeve SS 16 A394T0

6 16 A394T0

1 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T5 87.0000-81.00

00

Sleeve SS 16 A394T0

8 16 A394T0

2 16 A394T0

1 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T6 81.0000-78.00

00

Sleeve SS 16 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T7 78.0000-75.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T8 75.0000-69.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0



Page

10 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Elevation

m

Leg

Connection

Type


Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No. Bolt Size

mm

No.

T9 69.0000-63.00

00

Sleeve SS 19 A394T0

12 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T10 63.0000-57.00

00

Sleeve SS 19 A394T0

12 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T11 57.0000-51.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T12 51.0000-45.00

00

Sleeve SS 19 A394T0

20 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T13 45.0000-39.00

00

Sleeve SS 19 A394T0

20 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T14 39.0000-33.00

00

Sleeve SS 19 A394T0

20 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T15 33.0000-27.00

00

Sleeve SS 19 A394T0

20 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T16 27.0000-21.00

00

Sleeve SS 19 A394T0

20 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T17 21.0000-15.00

00

Sleeve SS 19 A394T0

20 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T18 15.0000-12.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0

T19 12.0000-0.000

0

Sleeve SS 19 A394T0

16 16 A394T0

3 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0 16 A394T0

0


Description Face

or

Leg

Allow

Shield

Component

Type

Placement

m

Total

Number

Number

Per Row

Clear

Spacing

mm

Width or

Diameter

mm

Perimeter

mm

Weight

kglm

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37

1/2 D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37



Page

11 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Face

or

Leg

Allow

Shield

Component

Type

Placement

m

Total

Number

Number

Per Row

Clear

Spacing

mm

Width or

Diameter

mm

Perimeter

mm

Weight

kglm

(6 ANT TV E) 1/2

(6 ANT TV E) D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37

1/2 (6 ANT TV E)

D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37

7/8 (1 ANT MW E)

D No Ar (CfAe) 27.0000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT MW E)

D No Ar (CfAe) 24.0000 - 0.0000 1 1 28 28 0.80

7/8 (2 ANT MW E)

D No Ar (CfAe) 18.0000 - 0.0000 2 2 28 28 0.80

7/8 (1 ANT GRIP E)

D No Ar (CfAe) 7.5000 - 0.0000 1 1 28 28 0.80

1 (4 ANT RF N)

C No Ar (CfAe) 104.0000 - 0.0000 4 4 32 32 0.86

1 (4 ANT RF N)

C No Ar (CfAe) 103.0000 - 0.0000 4 4 32 32 0.86

1 (3 ANT RF N)

C No Ar (CfAe) 102.0000 - 0.0000 3 3 32 32 0.86

1 (3 ANT RF N)

C No Ar (CfAe) 101.0000 - 0.0000 3 3 32 32 0.86


Tower

Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

T1 105.0000-100.8000

A B C D

0.000 0.000 0.819 0.000

0.000 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 22.27 0.00

T2 100.8000-99.0000 A B C D

0.000 0.000 0.800 0.000

0.000 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 21.75 0.00

T3 99.0000-93.0000 A B C

0.000 0.000 2.667

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00 72.50



Page

12 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

D 0.177 0.000 0.000 0.000 4.46 T4 93.0000-87.0000 A

B C D

0.000 0.000 2.667 0.707

0.000 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 72.50 17.86

T5 87.0000-81.0000 A B C D

0.000 0.000 2.667 1.179

0.000 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 72.50 29.76

T6 81.0000-78.0000 A B C D

0.000 0.000 1.333 0.707

0.000 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 36.25 17.86

T7 78.0000-75.0000 A B C D

0.000 0.000 1.333 0.707

0.000 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 36.25 17.86

T8 75.0000-69.0000 A B C D

0.000 0.000 2.667 1.503

0.000 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 72.50 37.95

T9 69.0000-63.0000 A B C D

0.000 0.000 2.667 1.753

0.000 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 72.50 44.27

T10 63.0000-57.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T11 57.0000-51.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T12 51.0000-45.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T13 45.0000-39.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T14 39.0000-33.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T15 33.0000-27.0000 A B C D

0.000 0.000 2.667 1.768

0.000 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 72.50 44.64

T16 27.0000-21.0000 A B C D

0.000 0.000 2.667 2.022

0.000 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 72.50 51.88

T17 21.0000-15.0000 A B C D

0.000 0.000 2.667 2.275

0.000 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 72.50 59.11

T18 15.0000-12.0000 A B C D

0.000 0.000 1.333 1.222

0.000 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 36.25 31.97



Page

13 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower

Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

T19 12.0000-0.0000 A B C D

0.000 0.000 5.334 5.100

0.000 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

145.01 133.89


Section Elevation

m

CPX

mm

CPZ

mm

CPX

Ice

mm

CPZ

Ice

mm

T1 105.0000-100.8000 56 0 56 0 T2 100.8000-99.0000 161 0 161 0 T3 99.0000-93.0000 203 13 203 13 T4 93.0000-87.0000 172 45 172 45 T5 87.0000-81.0000 285 124 285 124 T6 81.0000-78.0000 330 173 330 173 T7 78.0000-75.0000 415 219 415 219 T8 75.0000-69.0000 414 232 414 232 T9 69.0000-63.0000 404 264 404 264

T10 63.0000-57.0000 404 266 404 266 T11 57.0000-51.0000 406 268 406 268 T12 51.0000-45.0000 442 291 442 291 T13 45.0000-39.0000 533 352 533 352 T14 39.0000-33.0000 739 488 739 488 T15 33.0000-27.0000 873 577 873 577 T16 27.0000-21.0000 712 540 712 540 T17 21.0000-15.0000 756 645 756 645 T18 15.0000-12.0000 617 565 617 565 T19 12.0000-0.0000 880 843 880 843

User Defined Loads


m

Offset

From

Centroid

m

Azimuth

Angle

°

Weight

kg

Fx

kg

Fz

kg

Wind Force

kg

CAAC

m2


320.00 320.00

0.00 0.00

0.00 0.00

0.00

0.00

0.0000 0.0000


Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

m

m

m

Azimuth

Adjustment

°

Placement

m

CAAA

Front

m2

CAAA

Side

m2

Weight

kg

6 ANT TV 0.20x0.80m A From Face 0.6000 0.0000 96.0000 No Ice 0.6000 0.1500 48.00



Page

14 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

m

m

m

Azimuth

Adjustment

°

Placement

m

CAAA

Front

m2

CAAA

Side

m2

Weight

kg

(E) 0.0000 0.0000

6 ANT TV 0.20x0.80m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 96.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.20x0.80m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 92.0000 No Ice 0.6000 0.1500 48.00

6 ANT TV 0.25x1.0m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 88.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

6 ANT TV 0.25x1.0m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 83.0000 No Ice 0.7200 0.1800 60.00

3 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 72.0000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m D From Face 0.0000 0.0000 72.0000 No Ice 0.4500 0.1200 36.00



Page

15 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Face

or

Leg

Offset

Type

Offsets:

Horz

Lateral

Vert

m

m

m

Azimuth

Adjustment

°

Placement

m

CAAA

Front

m2

CAAA

Side

m2

Weight

kg

(E) 0.0000 0.0000

3 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

3 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 68.5000 No Ice 0.4500 0.1200 36.00

AT15-250 (N)

A From Leg 0.0000 0.0000 0.0000

0.0000 104.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

B From Leg 0.0000 0.0000 0.0000

0.0000 104.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 104.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 104.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

A From Leg 0.0000 0.0000 0.0000

0.0000 103.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

B From Leg 0.0000 0.0000 0.0000

0.0000 103.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 103.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 103.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

A From Leg 0.0000 0.0000 0.0000

0.0000 102.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 102.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 102.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

A From Leg 0.0000 0.0000 0.0000

0.0000 101.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 101.5000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 101.5000 No Ice 0.4750 0.2600 10.00



Page

16 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Dishes

Description Face

or

Leg

Dish

Type

Offset

Type

Offsets:

Horz

Lateral

Vert

m

Azimuth

Adjustment

°

3 dB

Beam

Width

°

Elevation

m

Outside

Diameter

m

Aperture

Area

m2

Weight

kg


E)


From Leg

0.3000 0.0000 0.0000

Worst 27.0000 2.4384 No Ice 4.6730 113.85


E)


From Leg

0.3000 0.0000 0.0000

Worst 24.0000 2.4384 No Ice 4.6730 113.85


E)


From Leg

0.3000 0.0000 0.0000

Worst 18.0000 2.4384 No Ice 4.6730 113.85


E)


From Leg

0.3000 0.0000 0.0000

Worst 18.0000 2.4384 No Ice 4.6730 113.85

ANT GRIP 1.0x2.50m

(1 ANT GRIP E)

C Grid From Leg

0.3000 0.0000 0.0000

Worst 7.5000 1.8000 No Ice 2.5447 45.00


GH = 1.079

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T1 105.0000-100.

8000

102.9000 1.943 1.32 2.702 A B C D

0.944 0.944 0.944 0.944

0.000 0.000 0.819 0.000

0.640 67.82 67.82 36.31 67.82

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 100.8000-99.0

000

99.9000 1.927 1.31 1.880 A B C D

0.439 0.439 0.439 0.439

0.000 0.000 0.800 0.000

0.288 65.51 65.51 23.21 65.51

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 99.0000-93.00

00

96.0000 1.905 1.30 8.659 A B C D

1.644 1.644 1.644 1.644

0.000 0.000 2.667 0.177

0.914 55.63 55.63 21.21 50.22

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 93.0000-87.00

00

90.0000 1.87 1.27 8.737 A B C D

1.938 1.938 1.938 1.938

0.000 0.000 2.667 0.707

1.219 62.92 62.92 26.48 46.10

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 87.0000-81.00

00

84.0000 1.834 1.25 9.012 A B C D

0.715 0.715 0.715 0.715

0.000 0.000 2.667 1.179

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 81.0000-78.00

00

79.5000 1.805 1.23 5.596 A B C

0.397 0.397 0.397

0.000 0.000 1.333

0.000 0.00 0.00 0.00

0.000 0.000 0.000

0.000 0.000 0.000



Page

17 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

D 0.397 0.707 0.00 0.000 0.000 T7

78.0000-75.0000

76.5000 1.785 1.22 7.771 A B C D

0.502 0.502 0.502 0.502

0.000 0.000 1.333 0.707

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 75.0000-69.00

00

72.0000 1.755 1.20 17.712 A B C D

1.276 1.276 1.276 1.276

0.000 0.000 2.667 1.503

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 69.0000-63.00

00

66.0000 1.712 1.17 17.712 A B C D

1.276 1.276 1.276 1.276

0.000 0.000 2.667 1.753

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T10 63.0000-57.00

00

60.0000 1.666 1.14 17.862 A B C D

1.268 1.268 1.268 1.268

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T11 57.0000-51.00

00

54.0000 1.616 1.10 18.012 A B C D

1.256 1.256 1.256 1.256

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T12 51.0000-45.00

00

48.0000 1.563 1.07 18.012 A B C D

1.064 1.064 1.064 1.064

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T13 45.0000-39.00

00

42.0000 1.504 1.03 21.042 A B C D

1.008 1.008 1.008 1.008

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T14 39.0000-33.00

00

36.0000 1.44 0.98 27.096 A B C D

0.875 0.875 0.875 0.875

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T15 33.0000-27.00

00

30.0000 1.366 0.93 33.150 A B C D

0.956 0.956 0.956 0.956

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T16 27.0000-21.00

00

24.0000 1.282 0.87 39.204 A B C D

1.829 1.829 1.829 1.829

0.000 0.000 2.667 2.022

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T17 21.0000-15.00

00

18.0000 1.181 0.80 45.258 A B C D

2.039 2.039 2.039 2.039

0.000 0.000 2.667 2.275

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T18 15.0000-12.00

00

13.5000 1.088 0.74 24.901 A B C D

1.571 1.571 1.571 1.571

0.000 0.000 1.333 1.222

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T19 12.0000-0.000

0

6.0000 1 0.68 124.550 A B C D

5.159 5.159 5.159 5.159

0.000 0.000 5.334 5.100

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000



Page

18 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


GH = 1.079

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

T1 105.0000-100.

8000

102.9000 1.943 0.33 2.702 A B C D

0.944 0.944 0.944 0.944

0.000 0.000 0.819 0.000

0.640 67.82 67.82 36.31 67.82

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 100.8000-99.0

000

99.9000 1.927 0.33 1.880 A B C D

0.439 0.439 0.439 0.439

0.000 0.000 0.800 0.000

0.288 65.51 65.51 23.21 65.51

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 99.0000-93.00

00

96.0000 1.905 0.32 8.659 A B C D

1.644 1.644 1.644 1.644

0.000 0.000 2.667 0.177

0.914 55.63 55.63 21.21 50.22

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 93.0000-87.00

00

90.0000 1.87 0.32 8.737 A B C D

1.938 1.938 1.938 1.938

0.000 0.000 2.667 0.707

1.219 62.92 62.92 26.48 46.10

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 87.0000-81.00

00

84.0000 1.834 0.31 9.012 A B C D

0.715 0.715 0.715 0.715

0.000 0.000 2.667 1.179

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 81.0000-78.00

00

79.5000 1.805 0.31 5.596 A B C D

0.397 0.397 0.397 0.397

0.000 0.000 1.333 0.707

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 78.0000-75.00

00

76.5000 1.785 0.30 7.771 A B C D

0.502 0.502 0.502 0.502

0.000 0.000 1.333 0.707

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 75.0000-69.00

00

72.0000 1.755 0.30 17.712 A B C D

1.276 1.276 1.276 1.276

0.000 0.000 2.667 1.503

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 69.0000-63.00

00

66.0000 1.712 0.29 17.712 A B C D

1.276 1.276 1.276 1.276

0.000 0.000 2.667 1.753

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T10 63.0000-57.00

00

60.0000 1.666 0.28 17.862 A B C D

1.268 1.268 1.268 1.268

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T11 57.0000-51.00

00

54.0000 1.616 0.28 18.012 A B C D

1.256 1.256 1.256 1.256

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T12 51.0000-45.00

00

48.0000 1.563 0.27 18.012 A B C D

1.064 1.064 1.064 1.064

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T13 45.0000-39.00

00

42.0000 1.504 0.26 21.042 A B C D

1.008 1.008 1.008 1.008

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T14 36.0000 1.44 0.25 27.096 A 0.875 0.000 0.000 0.00 0.000 0.000



Page

19 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

z

m

KZ

qz

kPa

AG

m2

F

a

c

e

AF

m2

AR

m2

Aleg

m2

Leg

%

CAAA

In

Face

m2

CAAA

Out

Face

m2

39.0000-33.0000

B C D

0.875 0.875 0.875

0.000 2.667 1.768

0.00 0.00 0.00

0.000 0.000 0.000

0.000 0.000 0.000

T15 33.0000-27.00

00

30.0000 1.366 0.23 33.150 A B C D

0.956 0.956 0.956 0.956

0.000 0.000 2.667 1.768

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T16 27.0000-21.00

00

24.0000 1.282 0.22 39.204 A B C D

1.829 1.829 1.829 1.829

0.000 0.000 2.667 2.022

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T17 21.0000-15.00

00

18.0000 1.181 0.20 45.258 A B C D

2.039 2.039 2.039 2.039

0.000 0.000 2.667 2.275

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T18 15.0000-12.00

00

13.5000 1.088 0.19 24.901 A B C D

1.571 1.571 1.571 1.571

0.000 0.000 1.333 1.222

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T19 12.0000-0.000

0

6.0000 1 0.17 124.550 A B C D

5.159 5.159 5.159 5.159

0.000 0.000 5.334 5.100

0.000 0.00 0.00 0.00 0.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000


Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 105.0000-100.

8000

22.27 146.31 A B C D

0.349 0.349 0.653 0.349

2.427 2.427 1.853 2.427

0.632 0.632 0.787 0.632

1 1 1 1

1 1 1 1

0.944 0.944 1.589 0.944

429.06 102.16 C

T2 100.8000-99.0

000

21.75 69.44 A B C D

0.234 0.234 0.659 0.234

2.84 2.84

1.849 2.84

0.598 0.598 0.792 0.598

1 1 1 1

1 1 1 1

0.439 0.439 1.072 0.439

286.51 159.17 C

T3 99.0000-93.00

00

76.97 325.94 A B C D

0.19 0.19

0.498 0.21

3.024 3.024 2.054 2.936

0.588 0.588 0.696 0.593

1 1 1 1

1 1 1 1

1.644 1.644 3.501 1.749

1027.54 171.26 C

T4 93.0000-87.00

00

90.36 325.94 A B C D

0.222 0.222 0.527 0.303

2.888 2.888 2.002 2.581

0.595 0.595 0.712 0.617

1 1 1 1

1 1 1 1

1.938 1.938 3.836 2.374

1076.84 179.47 C

T5 87.0000-81.00

00

102.27 325.94 A B C D

0.079 0.079 0.375

0.21

3.557 3.557 2.349 2.937

0.573 0.573 0.642 0.593

1 1 1 1

1 1 1 1

0.715 0.715 2.427 1.414

784.10 130.68 C

T6 81.0000-78.00

00

54.11 299.95 A B C D

0.071 0.071 0.309 0.197

3.602 3.602 2.558 2.992

0.573 0.573 0.619

0.59

1 1 1 1

1 1 1 1

0.397 0.397 1.222 0.814

423.16 141.05 C

T7 78.0000-75.00

00

54.11 348.55 A B C

0.065 0.065 0.236

3.636 3.636

2.83

0.572 0.572 0.598

1 1 1

1 1 1

0.502 0.502 1.300

492.48 164.16 C



Page

20 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

D 0.156 3.179 0.582 1 1 0.914 T8

75.0000-69.0000

110.45 875.36 A B C D

0.072 0.072 0.223 0.157

3.596 3.596 2.885 3.173

0.573 0.573 0.595 0.583

1 1 1 1

1 1 1 1

1.276 1.276 2.863 2.151

1087.05 181.18 C

T9 69.0000-63.00

00

116.78 875.36 A B C D

0.072 0.072 0.223 0.171

3.596 3.596 2.885 3.108

0.573 0.573 0.595 0.585

1 1 1 1

1 1 1 1

1.276 1.276 2.863 2.301

1060.36 176.73 C

T10 63.0000-57.00

00

117.15 875.36 A B C D

0.071 0.071

0.22 0.17

3.601 3.601 2.894 3.113

0.573 0.573 0.595 0.585

1 1 1 1

1 1 1 1

1.268 1.268 2.854 2.302

1031.95 171.99 C

T11 57.0000-51.00

00

117.15 875.36 A B C D

0.07 0.07

0.218 0.168

3.608 3.608 2.905 3.122

0.572 0.572 0.594 0.584

1 1 1 1

1 1 1 1

1.256 1.256 2.841 2.289

1000.30 166.72 C

T12 51.0000-45.00

00

117.15 797.25 A B C D

0.059 0.059 0.207 0.157

3.665 3.665 2.949 3.171

0.572 0.572 0.592 0.583

1 1 1 1

1 1 1 1

1.064 1.064 2.643 2.094

913.53 152.26 C

T13 45.0000-39.00

00

117.15 470.98 A B C D

0.048 0.048 0.175 0.132

3.726 3.726 3.092 3.291

0.571 0.571 0.586 0.579

1 1 1 1

1 1 1 1

1.008 1.008 2.570 2.032

896.35 149.39 C

T14 39.0000-33.00

00

117.15 423.85 A B C D

0.032 0.032 0.131 0.098

3.814 3.814 3.297 3.463

0.571 0.571 0.579 0.575

1 1 1 1

1 1 1 1

0.875 0.875 2.419 1.891

860.90 143.48 C

T15 33.0000-27.00

00

117.15 459.96 A B C D

0.029 0.029 0.109 0.082

3.833 3.833 3.403 3.542

0.57 0.57

0.576 0.573

1 1 1 1

1 1 1 1

0.956 0.956 2.493 1.970

869.22 144.87 C

T16 27.0000-21.00

00

124.38 891.58 A B C D

0.047 0.047 0.115 0.098

3.733 3.733 3.376 3.459

0.571 0.571 0.577 0.575

1 1 1 1

1 1 1 1

1.829 1.829 3.367 2.991

1092.89 182.15 C

T17 21.0000-15.00

00

131.61 990.62 A B C D

0.045 0.045 0.104 0.095

3.742 3.742

3.43 3.474

0.571 0.571 0.576 0.575

1 1 1 1

1 1 1 1

2.039 2.039 3.574 3.346

1085.48 180.91 C

T18 15.0000-12.00

00

68.22 1408.84 A B C D

0.063 0.063 0.117 0.112

3.644 3.644 3.366 3.389

0.572 0.572 0.577 0.576

1 1 1 1

1 1 1 1

1.571 1.571 2.340 2.275

642.63 214.21 C

T19 12.0000-0.000

0

278.90 3110.08 A B C D

0.041 0.041 0.084 0.082

3.762 3.762 3.531 3.541

0.571 0.571 0.574 0.573

1 1 1 1

1 1 1 1

5.159 5.159 8.219 8.084

2176.66 181.39 C


17237.00



Page

21 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 105.0000-100.

8000

22.27 146.31 A B C D

0.349 0.349 0.653 0.349

2.427 2.427 1.853 2.427

0.632 0.632 0.787 0.632

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

1.133 1.133 1.906 1.133

514.88 122.59 C

T2 100.8000-99.0

000

21.75 69.44 A B C D

0.234 0.234 0.659 0.234

2.84 2.84

1.849 2.84

0.598 0.598 0.792 0.598

1.175 1.175

1.2 1.175

1.175 1.175

1.2 1.175

0.516 0.516 1.287 0.516

343.81 191.01 C

T3 99.0000-93.00

00

76.97 325.94 A B C D

0.19 0.19

0.498 0.21

3.024 3.024 2.054 2.936

0.588 0.588 0.696 0.593

1.142 1.142

1.2 1.158

1.142 1.142

1.2 1.158

1.878 1.878 4.201 2.024

1233.05 205.51 C

T4 93.0000-87.00

00

90.36 325.94 A B C D

0.222 0.222 0.527 0.303

2.888 2.888 2.002 2.581

0.595 0.595 0.712 0.617

1.166 1.166

1.2 1.2

1.166 1.166

1.2 1.2

2.260 2.260 4.603 2.849

1292.21 215.37 C

T5 87.0000-81.00

00

102.27 325.94 A B C D

0.079 0.079 0.375

0.21

3.557 3.557 2.349 2.937

0.573 0.573 0.642 0.593

1.06 1.06 1.2

1.158

1.06 1.06 1.2

1.158

0.758 0.758 2.912 1.636

940.92 156.82 C

T6 81.0000-78.00

00

54.11 299.95 A B C D

0.071 0.071 0.309 0.197

3.602 3.602 2.558 2.992

0.573 0.573 0.619

0.59

1.053 1.053

1.2 1.148

1.053 1.053

1.2 1.148

0.418 0.418 1.466 0.934

507.79 169.26 C

T7 78.0000-75.00

00

54.11 348.55 A B C D

0.065 0.065 0.236 0.156

3.636 3.636

2.83 3.179

0.572 0.572 0.598 0.582

1.048 1.048 1.177 1.117

1.048 1.048 1.177 1.117

0.526 0.526 1.530 1.020

579.71 193.24 C

T8 75.0000-69.00

00

110.45 875.36 A B C D

0.072 0.072 0.223 0.157

3.596 3.596 2.885 3.173

0.573 0.573 0.595 0.583

1.054 1.054 1.167 1.118

1.054 1.054 1.167 1.118

1.345 1.345 3.341 2.404

1268.54 211.42 C

T9 69.0000-63.00

00

116.78 875.36 A B C D

0.072 0.072 0.223 0.171

3.596 3.596 2.885 3.108

0.573 0.573 0.595 0.585

1.054 1.054 1.167 1.128

1.054 1.054 1.167 1.128

1.345 1.345 3.341 2.596

1237.39 206.23 C

T10 63.0000-57.00

00

117.15 875.36 A B C D

0.071 0.071

0.22 0.17

3.601 3.601 2.894 3.113

0.573 0.573 0.595 0.585

1.053 1.053 1.165 1.127

1.053 1.053 1.165 1.127

1.335 1.335 3.326 2.595

1202.45 200.41 C

T11 57.0000-51.00

00

117.15 875.36 A B C D

0.07 0.07

0.218 0.168

3.608 3.608 2.905 3.122

0.572 0.572 0.594 0.584

1.052 1.052 1.163 1.126

1.052 1.052 1.163 1.126

1.322 1.322 3.305 2.578

1163.71 193.95 C

T12 51.0000-45.00

00

117.15 797.25 A B C D

0.059 0.059 0.207 0.157

3.665 3.665 2.949 3.171

0.572 0.572 0.592 0.583

1.044 1.044 1.155 1.118

1.044 1.044 1.155 1.118

1.111 1.111 3.053 2.341

1055.46 175.91 C

T13 45.0000-39.00

00

117.15 470.98 A B C D

0.048 0.048 0.175 0.132

3.726 3.726 3.092 3.291

0.571 0.571 0.586 0.579

1.036 1.036 1.131 1.099

1.036 1.036 1.131 1.099

1.045 1.045 2.907 2.233

1013.77 168.96 C

T14 39.0000-33.00

00

117.15 423.85 A B C D

0.032 0.032 0.131 0.098

3.814 3.814 3.297 3.463

0.571 0.571 0.579 0.575

1.024 1.024 1.098 1.073

1.024 1.024 1.098 1.073

0.896 0.896 2.656 2.030

945.31 157.55 C

T15 117.15 459.96 A 0.029 3.833 0.57 1.022 1.022 0.977 940.47 156.75 C



Page

22 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

33.0000-27.0000

B C D

0.029 0.109 0.082

3.833 3.403 3.542

0.57 0.576 0.573

1.022 1.082 1.062

1.022 1.082 1.062

0.977 2.697 2.091

T16 27.0000-21.00

00

124.38 891.58 A B C D

0.047 0.047 0.115 0.098

3.733 3.733 3.376 3.459

0.571 0.571 0.577 0.575

1.035 1.035 1.086 1.074

1.035 1.035 1.086 1.074

1.893 1.893 3.657 3.211

1186.89 197.81 C

T17 21.0000-15.00

00

131.61 990.62 A B C D

0.045 0.045 0.104 0.095

3.742 3.742

3.43 3.474

0.571 0.571 0.576 0.575

1.034 1.034 1.078 1.071

1.034 1.034 1.078 1.071

2.108 2.108 3.852 3.585

1170.12 195.02 C

T18 15.0000-12.00

00

68.22 1408.84 A B C D

0.063 0.063 0.117 0.112

3.644 3.644 3.366 3.389

0.572 0.572 0.577 0.576

1.047 1.047 1.087 1.084

1.047 1.047 1.087 1.084

1.645 1.645 2.545 2.467

698.84 232.95 C

T19 12.0000-0.000

0

278.90 3110.08 A B C D

0.041 0.041 0.084 0.082

3.762 3.762 3.531 3.541

0.571 0.571 0.574 0.573

1.031 1.031 1.063 1.062

1.031 1.031 1.063 1.062

5.320 5.320 8.738 8.584

2314.19 192.85 C


19609.49


Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 105.0000-100.

8000

22.27 146.31 A B C D

0.349 0.349 0.653 0.349

2.427 2.427 1.853 2.427

0.632 0.632 0.787 0.632

1 1 1 1

1 1 1 1

0.944 0.944 1.589 0.944

107.27 25.54 C

T2 100.8000-99.0

000

21.75 69.44 A B C D

0.234 0.234 0.659 0.234

2.84 2.84

1.849 2.84

0.598 0.598 0.792 0.598

1 1 1 1

1 1 1 1

0.439 0.439 1.072 0.439

71.63 39.79 C

T3 99.0000-93.00

00

76.97 325.94 A B C D

0.19 0.19

0.498 0.21

3.024 3.024 2.054 2.936

0.588 0.588 0.696 0.593

1 1 1 1

1 1 1 1

1.644 1.644 3.501 1.749

256.88 42.81 C

T4 93.0000-87.00

00

90.36 325.94 A B C D

0.222 0.222 0.527 0.303

2.888 2.888 2.002 2.581

0.595 0.595 0.712 0.617

1 1 1 1

1 1 1 1

1.938 1.938 3.836 2.374

269.21 44.87 C

T5 87.0000-81.00

00

102.27 325.94 A B C D

0.079 0.079 0.375

0.21

3.557 3.557 2.349 2.937

0.573 0.573 0.642 0.593

1 1 1 1

1 1 1 1

0.715 0.715 2.427 1.414

196.02 32.67 C

T6 81.0000-78.00

00

54.11 299.95 A B C D

0.071 0.071 0.309 0.197

3.602 3.602 2.558 2.992

0.573 0.573 0.619

0.59

1 1 1 1

1 1 1 1

0.397 0.397 1.222 0.814

105.79 35.26 C

T7 78.0000-75.00

00

54.11 348.55 A B C D

0.065 0.065 0.236 0.156

3.636 3.636

2.83 3.179

0.572 0.572 0.598 0.582

1 1 1 1

1 1 1 1

0.502 0.502 1.300 0.914

123.12 41.04 C



Page

23 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T8 75.0000-69.00

00

110.45 875.36 A B C D

0.072 0.072 0.223 0.157

3.596 3.596 2.885 3.173

0.573 0.573 0.595 0.583

1 1 1 1

1 1 1 1

1.276 1.276 2.863 2.151

271.76 45.29 C

T9 69.0000-63.00

00

116.78 875.36 A B C D

0.072 0.072 0.223 0.171

3.596 3.596 2.885 3.108

0.573 0.573 0.595 0.585

1 1 1 1

1 1 1 1

1.276 1.276 2.863 2.301

265.09 44.18 C

T10 63.0000-57.00

00

117.15 875.36 A B C D

0.071 0.071

0.22 0.17

3.601 3.601 2.894 3.113

0.573 0.573 0.595 0.585

1 1 1 1

1 1 1 1

1.268 1.268 2.854 2.302

257.99 43.00 C

T11 57.0000-51.00

00

117.15 875.36 A B C D

0.07 0.07

0.218 0.168

3.608 3.608 2.905 3.122

0.572 0.572 0.594 0.584

1 1 1 1

1 1 1 1

1.256 1.256 2.841 2.289

250.07 41.68 C

T12 51.0000-45.00

00

117.15 797.25 A B C D

0.059 0.059 0.207 0.157

3.665 3.665 2.949 3.171

0.572 0.572 0.592 0.583

1 1 1 1

1 1 1 1

1.064 1.064 2.643 2.094

228.38 38.06 C

T13 45.0000-39.00

00

117.15 470.98 A B C D

0.048 0.048 0.175 0.132

3.726 3.726 3.092 3.291

0.571 0.571 0.586 0.579

1 1 1 1

1 1 1 1

1.008 1.008 2.570 2.032

224.09 37.35 C

T14 39.0000-33.00

00

117.15 423.85 A B C D

0.032 0.032 0.131 0.098

3.814 3.814 3.297 3.463

0.571 0.571 0.579 0.575

1 1 1 1

1 1 1 1

0.875 0.875 2.419 1.891

215.23 35.87 C

T15 33.0000-27.00

00

117.15 459.96 A B C D

0.029 0.029 0.109 0.082

3.833 3.833 3.403 3.542

0.57 0.57

0.576 0.573

1 1 1 1

1 1 1 1

0.956 0.956 2.493 1.970

217.31 36.22 C

T16 27.0000-21.00

00

124.38 891.58 A B C D

0.047 0.047 0.115 0.098

3.733 3.733 3.376 3.459

0.571 0.571 0.577 0.575

1 1 1 1

1 1 1 1

1.829 1.829 3.367 2.991

273.22 45.54 C

T17 21.0000-15.00

00

131.61 990.62 A B C D

0.045 0.045 0.104 0.095

3.742 3.742

3.43 3.474

0.571 0.571 0.576 0.575

1 1 1 1

1 1 1 1

2.039 2.039 3.574 3.346

271.37 45.23 C

T18 15.0000-12.00

00

68.22 1408.84 A B C D

0.063 0.063 0.117 0.112

3.644 3.644 3.366 3.389

0.572 0.572 0.577 0.576

1 1 1 1

1 1 1 1

1.571 1.571 2.340 2.275

160.66 53.55 C

T19 12.0000-0.000

0

278.90 3110.08 A B C D

0.041 0.041 0.084 0.082

3.762 3.762 3.531 3.541

0.571 0.571 0.574 0.573

1 1 1 1

1 1 1 1

5.159 5.159 8.219 8.084

544.16 45.35 C


4309.25



Page

24 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

T1 105.0000-100.

8000

22.27 146.31 A B C D

0.349 0.349 0.653 0.349

2.427 2.427 1.853 2.427

0.632 0.632 0.787 0.632

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

1.133 1.133 1.906 1.133

128.72 30.65 C

T2 100.8000-99.0

000

21.75 69.44 A B C D

0.234 0.234 0.659 0.234

2.84 2.84

1.849 2.84

0.598 0.598 0.792 0.598

1.175 1.175

1.2 1.175

1.175 1.175

1.2 1.175

0.516 0.516 1.287 0.516

85.95 47.75 C

T3 99.0000-93.00

00

76.97 325.94 A B C D

0.19 0.19

0.498 0.21

3.024 3.024 2.054 2.936

0.588 0.588 0.696 0.593

1.142 1.142

1.2 1.158

1.142 1.142

1.2 1.158

1.878 1.878 4.201 2.024

308.26 51.38 C

T4 93.0000-87.00

00

90.36 325.94 A B C D

0.222 0.222 0.527 0.303

2.888 2.888 2.002 2.581

0.595 0.595 0.712 0.617

1.166 1.166

1.2 1.2

1.166 1.166

1.2 1.2

2.260 2.260 4.603 2.849

323.05 53.84 C

T5 87.0000-81.00

00

102.27 325.94 A B C D

0.079 0.079 0.375

0.21

3.557 3.557 2.349 2.937

0.573 0.573 0.642 0.593

1.06 1.06 1.2

1.158

1.06 1.06 1.2

1.158

0.758 0.758 2.912 1.636

235.23 39.20 C

T6 81.0000-78.00

00

54.11 299.95 A B C D

0.071 0.071 0.309 0.197

3.602 3.602 2.558 2.992

0.573 0.573 0.619

0.59

1.053 1.053

1.2 1.148

1.053 1.053

1.2 1.148

0.418 0.418 1.466 0.934

126.95 42.32 C

T7 78.0000-75.00

00

54.11 348.55 A B C D

0.065 0.065 0.236 0.156

3.636 3.636

2.83 3.179

0.572 0.572 0.598 0.582

1.048 1.048 1.177 1.117

1.048 1.048 1.177 1.117

0.526 0.526 1.530 1.020

144.93 48.31 C

T8 75.0000-69.00

00

110.45 875.36 A B C D

0.072 0.072 0.223 0.157

3.596 3.596 2.885 3.173

0.573 0.573 0.595 0.583

1.054 1.054 1.167 1.118

1.054 1.054 1.167 1.118

1.345 1.345 3.341 2.404

317.13 52.86 C

T9 69.0000-63.00

00

116.78 875.36 A B C D

0.072 0.072 0.223 0.171

3.596 3.596 2.885 3.108

0.573 0.573 0.595 0.585

1.054 1.054 1.167 1.128

1.054 1.054 1.167 1.128

1.345 1.345 3.341 2.596

309.35 51.56 C

T10 63.0000-57.00

00

117.15 875.36 A B C D

0.071 0.071

0.22 0.17

3.601 3.601 2.894 3.113

0.573 0.573 0.595 0.585

1.053 1.053 1.165 1.127

1.053 1.053 1.165 1.127

1.335 1.335 3.326 2.595

300.61 50.10 C

T11 57.0000-51.00

00

117.15 875.36 A B C D

0.07 0.07

0.218 0.168

3.608 3.608 2.905 3.122

0.572 0.572 0.594 0.584

1.052 1.052 1.163 1.126

1.052 1.052 1.163 1.126

1.322 1.322 3.305 2.578

290.93 48.49 C

T12 51.0000-45.00

00

117.15 797.25 A B C D

0.059 0.059 0.207 0.157

3.665 3.665 2.949 3.171

0.572 0.572 0.592 0.583

1.044 1.044 1.155 1.118

1.044 1.044 1.155 1.118

1.111 1.111 3.053 2.341

263.86 43.98 C

T13 45.0000-39.00

00

117.15 470.98 A B C D

0.048 0.048 0.175 0.132

3.726 3.726 3.092 3.291

0.571 0.571 0.586 0.579

1.036 1.036 1.131 1.099

1.036 1.036 1.131 1.099

1.045 1.045 2.907 2.233

253.44 42.24 C

T14 39.0000-33.00

00

117.15 423.85 A B C D

0.032 0.032 0.131 0.098

3.814 3.814 3.297 3.463

0.571 0.571 0.579 0.575

1.024 1.024 1.098 1.073

1.024 1.024 1.098 1.073

0.896 0.896 2.656 2.030

236.33 39.39 C

T15 117.15 459.96 A 0.029 3.833 0.57 1.022 1.022 0.977 235.12 39.19 C



Page

25 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

Elevation

m

Add

Weight

kg

Self

Weight

kg

F

a

c

e

e CF

RR DF

DR

AE

m2

F

kg

w

kglm

Ctrl.

Face

33.0000-27.0000

B C D

0.029 0.109 0.082

3.833 3.403 3.542

0.57 0.576 0.573

1.022 1.082 1.062

1.022 1.082 1.062

0.977 2.697 2.091

T16 27.0000-21.00

00

124.38 891.58 A B C D

0.047 0.047 0.115 0.098

3.733 3.733 3.376 3.459

0.571 0.571 0.577 0.575

1.035 1.035 1.086 1.074

1.035 1.035 1.086 1.074

1.893 1.893 3.657 3.211

296.72 49.45 C

T17 21.0000-15.00

00

131.61 990.62 A B C D

0.045 0.045 0.104 0.095

3.742 3.742

3.43 3.474

0.571 0.571 0.576 0.575

1.034 1.034 1.078 1.071

1.034 1.034 1.078 1.071

2.108 2.108 3.852 3.585

292.53 48.76 C

T18 15.0000-12.00

00

68.22 1408.84 A B C D

0.063 0.063 0.117 0.112

3.644 3.644 3.366 3.389

0.572 0.572 0.577 0.576

1.047 1.047 1.087 1.084

1.047 1.047 1.087 1.084

1.645 1.645 2.545 2.467

174.71 58.24 C

T19 12.0000-0.000

0

278.90 3110.08 A B C D

0.041 0.041 0.084 0.082

3.762 3.762 3.531 3.541

0.571 0.571 0.574 0.573

1.031 1.031 1.063 1.062

1.031 1.031 1.063 1.062

5.320 5.320 8.738 8.584

578.55 48.21 C


4902.37


Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 105.0000-100.800

0 0 Wind Normal 429.06 0.00 -429.06 -44151 -7 24

45 Wind 90 514.88 364.07 -364.07 -37463 -37470 21 90 Wind Normal 429.06 429.06 0.00 0 -44158 0









T10 63.0000-57.0000 0 Wind Normal 1031.95 0.00 -1031.95 -61853 -104 417



Page

26 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque












Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -17237.00 -873883 -2646 8920

45 13866.01 -13866.01 -720848 -725376 12026 90 17237.00 0.00 1882 -878411 6405


Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 105.0000-100.800

0 0 Wind Normal 107.27 0.00 -107.27 -11038 -7 6

45 Wind 90 128.72 91.02 -91.02 -9366 -9373 5 90 Wind Normal 107.27 107.27 0.00 0 -11045 0


T3 99.0000-93.0000 0 Wind Normal 256.88 0.00 -256.88 -24658 -52 52



Page

27 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque




















Page

28 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -4309.25 -217059 -2646 2230

45 3466.50 -3466.50 -178800 -183328 3006 90 4309.25 0.00 1882 -221587 1601


Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 1.25 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 1.18 0.4500 0.1200 AT15-250 315.0000 10.00 -0.3000 -0.3000 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 101.5000 1.936 1.32 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 101.5000 1.936 1.32 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 101.5000 1.936 1.32 0.4750 0.2600 Sum

Weight: 1292.00



Page

29 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.



Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.43 0.00 -21.43 -2057 62 -28

45 60.62 15.15 60.62 -15.15 -1455 -5757 -20 90 85.73 0.00 85.73 0.00 0 -8167 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 85.73 0.00 0.00 -85.73 -8263 0 0

45 60.62 15.15 15.15 -60.62 -5853 -1455 -11 90 0.00 21.43 21.43 0.00 -34 -2057 -15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.43 0.00 -21.43 -2057 -62 28

45 60.62 15.15 60.62 -15.15 -1455 -5882 20 90 85.73 0.00 85.73 0.00 0 -8292 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 85.73 0.00 0.00 -85.73 -8196 0 0

45 60.62 15.15 15.15 -60.62 -5786 -1455 11 90 0.00 21.43 21.43 0.00 34 -2057 15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.17 0.00 -21.17 -1948 62 -28

45 59.88 14.97 59.88 -14.97 -1377 -5447 -19 90 84.69 0.00 84.69 0.00 0 -7729 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 84.69 0.00 0.00 -84.69 -7825 0 0

45 59.88 14.97 14.97 -59.88 -5543 -1377 -10 90 0.00 21.17 21.17 0.00 -34 -1948 -15



Page

30 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 21.17 0.00 -21.17 -1948 -62 28

45 59.88 14.97 59.88 -14.97 -1377 -5572 19 90 84.69 0.00 84.69 0.00 0 -7854 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 84.69 0.00 0.00 -84.69 -7758 0 0

45 59.88 14.97 14.97 -59.88 -5476 -1377 10 90 0.00 21.17 21.17 0.00 34 -1948 15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 25.09 0.00 -25.09 -2208 78 -33

45 70.95 17.74 70.95 -17.74 -1561 -6166 -23 90 100.34 0.00 100.34 0.00 0 -8752 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 100.34 0.00 0.00 -100.34 -8872 0 0

45 70.95 17.74 17.74 -70.95 -6286 -1561 -12 90 0.00 25.09 25.09 0.00 -42 -2208 -18


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 25.09 0.00 -25.09 -2208 -78 33

45 70.95 17.74 70.95 -17.74 -1561 -6322 23 90 100.34 0.00 100.34 0.00 0 -8908 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 100.34 0.00 0.00 -100.34 -8788 0 0

45 70.95 17.74 17.74 -70.95 -6202 -1561 12 90 0.00 25.09 25.09 0.00 42 -2208 18



Page

31 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 24.67 0.00 -24.67 -2048 78 -32

45 69.78 17.44 69.78 -17.44 -1448 -5714 -23 90 98.68 0.00 98.68 0.00 0 -8113 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 98.68 0.00 0.00 -98.68 -8233 0 0

45 69.78 17.44 17.44 -69.78 -5834 -1448 -12 90 0.00 24.67 24.67 0.00 -42 -2048 -17


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 24.67 0.00 -24.67 -2048 -78 32

45 69.78 17.44 69.78 -17.44 -1448 -5870 23 90 98.68 0.00 98.68 0.00 0 -8269 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 98.68 0.00 0.00 -98.68 -8149 0 0

45 69.78 17.44 17.44 -69.78 -5750 -1448 12 90 0.00 24.67 24.67 0.00 42 -2048 17


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.79 0.00 -15.79 -1137 73 -32

45 41.88 11.17 41.88 -11.17 -804 -2942 -23 90 59.22 0.00 59.22 0.00 0 -4191 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 59.22 0.00 0.00 -59.22 -4315 0 0

45 41.88 11.17 11.17 -41.88 -3066 -804 -16 90 0.00 15.79 15.79 0.00 -51 -1137 -23



Page

32 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.79 0.00 -15.79 -1137 -73 32

45 41.88 11.17 41.88 -11.17 -804 -3088 23 90 59.22 0.00 59.22 0.00 0 -4337 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 59.22 0.00 0.00 -59.22 -4213 0 0

45 41.88 11.17 11.17 -41.88 -2964 -804 16 90 0.00 15.79 15.79 0.00 51 -1137 23


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.57 0.00 -15.57 -1066 73 -32

45 41.28 11.01 41.28 -11.01 -754 -2755 -22 90 58.38 0.00 58.38 0.00 0 -3926 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 58.38 0.00 0.00 -58.38 -4051 0 0

45 41.28 11.01 11.01 -41.28 -2879 -754 -16 90 0.00 15.57 15.57 0.00 -51 -1066 -22


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 15.57 0.00 -15.57 -1066 -73 32

45 41.28 11.01 41.28 -11.01 -754 -2901 22 90 58.38 0.00 58.38 0.00 0 -4072 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 58.38 0.00 0.00 -58.38 -3948 0 0

45 41.28 11.01 11.01 -41.28 -2777 -754 16 90 0.00 15.57 15.57 0.00 51 -1066 22



Page

33 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.17 26.91 -15.74 -53.79 -5625 1647 -11

45 0.00 38.06 26.91 -26.91 -2815 -2809 -16 90 49.17 26.91 53.79 15.74 1641 -5619 -11


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.17 26.91 15.74 -53.79 -5625 -1647 11

45 69.53 0.00 49.17 -49.17 -5141 -5141 0 90 49.17 26.91 53.79 -15.74 -1647 -5625 -11


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.17 26.91 -15.74 -53.79 -5614 1637 28

45 0.00 38.06 26.91 -26.91 -2805 -2820 39 90 49.17 26.91 53.79 15.74 1652 -5629 28


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.17 26.91 15.74 -53.79 -5614 -1637 -28

45 69.53 0.00 49.17 -49.17 -5131 -5131 0 90 49.17 26.91 53.79 -15.74 -1637 -5614 28


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.03 26.84 -15.69 -53.65 -5555 1627 -11

45 0.00 37.95 26.84 -26.84 -2781 -2775 -16 90 49.03 26.84 53.65 15.69 1621 -5549 -11


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.03 26.84 15.69 -53.65 -5555 -1627 11

45 69.34 0.00 49.03 -49.03 -5078 -5078 0 90 49.03 26.84 53.65 -15.69 -1627 -5555 -11



Page

34 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.03 26.84 -15.69 -53.65 -5545 1617 27

45 0.00 37.95 26.84 -26.84 -2770 -2785 39 90 49.03 26.84 53.65 15.69 1631 -5560 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 49.03 26.84 15.69 -53.65 -5545 -1617 -27

45 69.34 0.00 49.03 -49.03 -5067 -5067 0 90 49.03 26.84 53.65 -15.69 -1617 -5545 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.89 26.76 -15.65 -53.50 -5487 1607 -11

45 0.00 37.85 26.76 -26.76 -2746 -2740 -16 90 48.89 26.76 53.50 15.65 1601 -5481 -11


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.89 26.76 -15.65 -53.50 -5476 1597 27

45 0.00 37.85 26.76 -26.76 -2736 -2751 39 90 48.89 26.76 53.50 15.65 1611 -5491 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.89 26.76 15.65 -53.50 -5476 -1597 -27

45 69.15 0.00 48.89 -48.89 -5004 -5004 0 90 48.89 26.76 53.50 -15.65 -1597 -5476 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.76 26.69 -15.61 -53.35 -5418 1587 -11

45 0.00 37.74 26.69 -26.69 -2712 -2706 -16 90 48.76 26.69 53.35 15.61 1581 -5412 -11



Page

35 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.76 26.69 -15.61 -53.35 -5408 1577 27

45 0.00 37.74 26.69 -26.69 -2702 -2716 39 90 48.76 26.69 53.35 15.61 1591 -5422 27


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 48.76 26.69 15.61 -53.35 -5408 -1577 -27

45 68.95 0.00 48.76 -48.76 -4942 -4942 0 90 48.76 26.69 53.35 -15.61 -1577 -5408 27


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 -31.25 -1971.84 -180890 3194 -23

45 1372.20 -1372.20 -125642 -125676 91 90 1971.84 31.25 3228 -180924 151


Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 0.31 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 0.29 0.4500 0.1200



Page

36 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 0.29 0.4500 0.1200 AT15-250 315.0000 10.00 -0.3000 -0.3000 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 101.5000 1.936 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 101.5000 1.936 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 101.5000 1.936 0.33 0.4750 0.2600 Sum

Weight: 1292.00



Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.36 0.00 -5.36 -514 62 -7

45 15.15 3.79 15.15 -3.79 -364 -1392 -5 90 21.43 0.00 21.43 0.00 0 -1995 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.43 0.00 0.00 -21.43 -2091 0 0

45 15.15 3.79 3.79 -15.15 -1488 -364 -3 90 0.00 5.36 5.36 0.00 -34 -514 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.36 0.00 -5.36 -514 -62 7

45 15.15 3.79 15.15 -3.79 -364 -1517 5 90 21.43 0.00 21.43 0.00 0 -2120 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.43 0.00 0.00 -21.43 -2024 0 0

45 15.15 3.79 3.79 -15.15 -1421 -364 3 90 0.00 5.36 5.36 0.00 34 -514 4



Page

37 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.29 0.00 -5.29 -487 62 -7

45 14.97 3.74 14.97 -3.74 -344 -1315 -5 90 21.17 0.00 21.17 0.00 0 -1885 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.17 0.00 0.00 -21.17 -1981 0 0

45 14.97 3.74 3.74 -14.97 -1411 -344 -3 90 0.00 5.29 5.29 0.00 -34 -487 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.29 0.00 -5.29 -487 -62 7

45 14.97 3.74 14.97 -3.74 -344 -1440 5 90 21.17 0.00 21.17 0.00 0 -2010 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 21.17 0.00 0.00 -21.17 -1914 0 0

45 14.97 3.74 3.74 -14.97 -1344 -344 3 90 0.00 5.29 5.29 0.00 34 -487 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.27 0.00 -6.27 -552 78 -8

45 17.74 4.43 17.74 -4.43 -390 -1483 -6 90 25.09 0.00 25.09 0.00 0 -2130 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 25.09 0.00 0.00 -25.09 -2250 0 0

45 17.74 4.43 4.43 -17.74 -1603 -390 -3 90 0.00 6.27 6.27 0.00 -42 -552 -4



Page

38 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.27 0.00 -6.27 -552 -78 8

45 17.74 4.43 17.74 -4.43 -390 -1639 6 90 25.09 0.00 25.09 0.00 0 -2286 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 25.09 0.00 0.00 -25.09 -2166 0 0

45 17.74 4.43 4.43 -17.74 -1519 -390 3 90 0.00 6.27 6.27 0.00 42 -552 4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.17 0.00 -6.17 -512 78 -8

45 17.44 4.36 17.44 -4.36 -362 -1370 -6 90 24.67 0.00 24.67 0.00 0 -1970 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 24.67 0.00 0.00 -24.67 -2090 0 0

45 17.44 4.36 4.36 -17.44 -1490 -362 -3 90 0.00 6.17 6.17 0.00 -42 -512 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 6.17 0.00 -6.17 -512 -78 8

45 17.44 4.36 17.44 -4.36 -362 -1526 6 90 24.67 0.00 24.67 0.00 0 -2126 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 24.67 0.00 0.00 -24.67 -2006 0 0

45 17.44 4.36 4.36 -17.44 -1406 -362 3 90 0.00 6.17 6.17 0.00 42 -512 4



Page

39 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.95 0.00 -3.95 -284 73 -8

45 10.47 2.79 10.47 -2.79 -201 -681 -6 90 14.81 0.00 14.81 0.00 0 -993 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.81 0.00 0.00 -14.81 -1117 0 0

45 10.47 2.79 2.79 -10.47 -805 -201 -4 90 0.00 3.95 3.95 0.00 -51 -284 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.95 0.00 -3.95 -284 -73 8

45 10.47 2.79 10.47 -2.79 -201 -827 6 90 14.81 0.00 14.81 0.00 0 -1139 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.81 0.00 0.00 -14.81 -1015 0 0

45 10.47 2.79 2.79 -10.47 -702 -201 4 90 0.00 3.95 3.95 0.00 51 -284 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.89 0.00 -3.89 -267 73 -8

45 10.32 2.75 10.32 -2.75 -189 -634 -6 90 14.60 0.00 14.60 0.00 0 -927 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.60 0.00 0.00 -14.60 -1051 0 0

45 10.32 2.75 2.75 -10.32 -758 -189 -4 90 0.00 3.89 3.89 0.00 -51 -267 -6



Page

40 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 3.89 0.00 -3.89 -267 -73 8

45 10.32 2.75 10.32 -2.75 -189 -780 6 90 14.60 0.00 14.60 0.00 0 -1073 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.60 0.00 0.00 -14.60 -949 0 0

45 10.32 2.75 2.75 -10.32 -656 -189 4 90 0.00 3.89 3.89 0.00 51 -267 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.29 6.73 -3.93 -13.45 -1408 414 -3

45 0.00 9.51 6.73 -6.73 -706 -700 -4 90 12.29 6.73 13.45 3.93 408 -1402 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.29 6.73 3.93 -13.45 -1408 -414 3

45 17.38 0.00 12.29 -12.29 -1287 -1287 0 90 12.29 6.73 13.45 -3.93 -414 -1408 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.29 6.73 -3.93 -13.45 -1398 404 7

45 0.00 9.51 6.73 -6.73 -696 -710 10 90 12.29 6.73 13.45 3.93 418 -1413 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.29 6.73 3.93 -13.45 -1398 -404 -7

45 17.38 0.00 12.29 -12.29 -1277 -1277 0 90 12.29 6.73 13.45 -3.93 -404 -1398 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.26 6.71 -3.92 -13.41 -1391 409 -3



Page

41 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 45 0.00 9.49 6.71 -6.71 -697 -691 -4 90 12.26 6.71 13.41 3.92 403 -1385 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.26 6.71 3.92 -13.41 -1391 -409 3

45 17.34 0.00 12.26 -12.26 -1272 -1272 0 90 12.26 6.71 13.41 -3.92 -409 -1391 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.26 6.71 -3.92 -13.41 -1381 399 7

45 0.00 9.49 6.71 -6.71 -687 -702 10 90 12.26 6.71 13.41 3.92 413 -1395 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.26 6.71 3.92 -13.41 -1381 -399 -7

45 17.34 0.00 12.26 -12.26 -1261 -1261 0 90 12.26 6.71 13.41 -3.92 -399 -1381 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.22 6.69 -3.91 -13.37 -1374 404 -3

45 0.00 9.46 6.69 -6.69 -689 -683 -4 90 12.22 6.69 13.37 3.91 398 -1368 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.22 6.69 -3.91 -13.37 -1364 394 7

45 0.00 9.46 6.69 -6.69 -679 -693 10 90 12.22 6.69 13.37 3.91 408 -1378 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.22 6.69 3.91 -13.37 -1364 -394 -7

45 17.29 0.00 12.22 -12.22 -1246 -1246 0



Page

42 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 90 12.22 6.69 13.37 -3.91 -394 -1364 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.19 6.67 -3.90 -13.34 -1357 399 -3

45 0.00 9.44 6.67 -6.67 -680 -674 -4 90 12.19 6.67 13.34 3.90 393 -1351 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.19 6.67 -3.90 -13.34 -1346 389 7

45 0.00 9.44 6.67 -6.67 -670 -684 10 90 12.19 6.67 13.34 3.90 403 -1361 7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.19 6.67 3.90 -13.34 -1346 -389 -7

45 17.24 0.00 12.19 -12.19 -1230 -1230 0 90 12.19 6.67 13.34 -3.90 -389 -1346 7


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 -7.81 -492.96 -45192 803 -6

45 343.05 -343.05 -31381 -31415 23 90 492.96 7.81 837 -45226 38


Elevation

m Dish

Description

Aiming

Azimuth

°

Weight

kg Offsetx

m

Offsetz

m

Kz

AA

m2

qz

kPa


Sum 500.40



Page

43 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Elevation

m Dish

Description

Aiming

Azimuth

°

Weight

kg Offsetx

m

Offsetz

m

Kz

AA

m2

qz

kPa

Weight:



Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 773.25 0.00 0.00 0.00 -773.25 -21236 -359 2436

45 0.004260 0.000000 0.000000 773.25 0.00 0.00 546.77 -546.77 -15121 -15121 0 90 0.004260 0.000000 0.000000 773.25 0.00 0.00 773.25 0.00 -359 -21236 -2436


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 747.66 0.00 0.00 0.00 -747.66 -17556 387 -2544

45 0.004260 0.000000 0.000000 747.66 0.00 0.00 528.68 -528.68 -12301 -12301 0 90 0.004260 0.000000 0.000000 747.66 0.00 0.00 747.66 0.00 387 -17556 2544


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 688.66 0.00 0.00 0.00 -688.66 -11951 -445 2691

45 0.004260 0.000000 0.000000 688.66 0.00 0.00 486.96 -486.96 -8320 -9210 3805 90 0.004260 0.000000 0.000000 688.66 0.00 0.00 688.66 0.00 445 -12841 2691


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 688.66 0.00 0.00 0.00 -688.66 -11951 445 -2691

45 0.004260 0.000000 0.000000 688.66 0.00 0.00 486.96 -486.96 -8320 -8320 0 90 0.004260 0.000000 0.000000 688.66 0.00 0.00 688.66 0.00 445 -11951 2691


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.001520 0.000000 0.000000 113.31 0.00 0.00 0.00 -113.31 -620 -229 577

45 0.001520 0.000000 0.000000 113.31 0.00 0.00 80.12 -80.12 -372 -830 817 90 0.001520 0.000000 0.000000 113.31 0.00 0.00 113.31 0.00 229 -1079 577


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -3011.55 -63316 -201 470

45 2129.49 -2129.49 -44435 -45783 4622 90 3011.55 0.00 1148 -64664 6067



Page

44 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Elevation

m Dish

Description

Aiming

Azimuth

°

Weight

kg Offsetx

m

Offsetz

m

Kz

AA

m2

qz

kPa


Sum Weight:

500.40



Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 193.31 0.00 0.00 0.00 -193.31 -5578 -359 609

45 0.004260 0.000000 0.000000 193.31 0.00 0.00 136.69 -136.69 -4049 -4049 0 90 0.004260 0.000000 0.000000 193.31 0.00 0.00 193.31 0.00 -359 -5578 -609


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 186.92 0.00 0.00 0.00 -186.92 -4099 387 -636

45 0.004260 0.000000 0.000000 186.92 0.00 0.00 132.17 -132.17 -2785 -2785 0 90 0.004260 0.000000 0.000000 186.92 0.00 0.00 186.92 0.00 387 -4099 636


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 172.17 0.00 0.00 0.00 -172.17 -2654 -445 673

45 0.004260 0.000000 0.000000 172.17 0.00 0.00 121.74 -121.74 -1746 -2636 951 90 0.004260 0.000000 0.000000 172.17 0.00 0.00 172.17 0.00 445 -3544 673


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.004260 0.000000 0.000000 172.17 0.00 0.00 0.00 -172.17 -2654 445 -673

45 0.004260 0.000000 0.000000 172.17 0.00 0.00 121.74 -121.74 -1746 -1746 0 90 0.004260 0.000000 0.000000 172.17 0.00 0.00 172.17 0.00 445 -2654 673


Wind

Azimuth

°

CA

CS

CM

FA

kg

FS

kg

FM

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.001520 0.000000 0.000000 28.33 0.00 0.00 0.00 -28.33 17 -229 144

45 0.001520 0.000000 0.000000 28.33 0.00 0.00 20.03 -20.03 79 -380 204 90 0.001520 0.000000 0.000000 28.33 0.00 0.00 28.33 0.00 229 -442 144



Page

45 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -752.89 -14968 -201 117

45 532.37 -532.37 -10248 -11596 1156 90 752.89 0.00 1148 -16316 1517



Wind

Azimuth

°

Offsetx

m

Offsetz

m

F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.0000 0.0000 0.00 0.00 0.00 0 0 0

45 0.0000 0.0000 0.00 0.00 0.00 0 0 0 90 0.0000 0.0000 0.00 0.00 0.00 0 0 0


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 0.00 0 0 0

45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0



Wind

Azimuth

°

Offsetx

m

Offsetz

m

F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.0000 0.0000 0.00 0.00 0.00 0 0 0

45 0.0000 0.0000 0.00 0.00 0.00 0 0 0 90 0.0000 0.0000 0.00 0.00 0.00 0 0 0


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m



Page

46 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 0.00 0 0 0

45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0

Force Totals

Load

Case Vertical

Forces

kg

Sum of

Forces

X

kg

Sum of

Forces

Z

kg

Sum of

Overturning

Moments, Mx

kg-m

Sum of

Overturning

Moments, Mz

kg-m

Sum of Torques

kg-m Leg Weight 0.00 Bracing Weight 13896.64 Total Member Self-Weight 13896.64 3070 -2841 Total Weight 17964.10 3070 -2841 Wind 0 deg - No Ice -31.25 -22220.39 -1118089 347 9367 Wind 45 deg - No Ice 17367.69 -17367.69 -890925 -896835 16739 Wind 90 deg - No Ice 22220.39 31.25 6258 -1123999 12624 Total Weight 17964.10 3070 -2841 Wind 0 deg - Service -7.81 -5555.10 -279102 602 2342 Wind 45 deg - Service 4341.92 -4341.92 -222311 -223693 4185 Wind 90 deg - Service 5555.10 7.81 1985 -280484 3156

Load Combinations Comb.

No.

Description



Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

T1 105 - 100.8 Leg Max Tension 3 2758.38 -2 -6 Max. Compression 3 -2881.45 -4 -2 Max. Mx 3 2741.74 21 22 Max. My 3 2741.74 21 22 Max. Vy 4 -64.98 -3 5 Max. Vx 3 74.94 -1 10 Diagonal Max Tension 2 882.69 0 0 Max. Compression 4 -1077.71 0 0 Max. Mx 4 222.65 0 0 Max. My 3 -59.09 0 0 Max. Vy 4 -1.24 0 0



Page

47 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Vx 3 0.03 0 0 Horizontal Max Tension 4 631.90 0 0 Max. Compression 2 -519.26 0 0 Max. Mx 1 -0.40 0 0 Max. My 3 460.79 0 0 Max. Vy 1 1.20 0 0 Max. Vx 3 0.00 0 0 Top Girt Max Tension 4 25.39 0 0 Max. Compression 2 -21.39 0 0 Max. Mx 5 0.52 0 0 Max. My 3 -12.63 0 0 Max. Vy 5 1.20 0 0 Max. Vx 3 -0.00 0 0

T2 100.8 - 99 Leg Max Tension 3 3119.35 -4 0 Max. Compression 3 -3301.54 -3 -5 Max. Mx 3 3102.57 21 22 Max. My 3 3102.57 21 22 Max. Vy 3 38.24 21 22 Max. Vx 3 -40.20 -4 9 Diagonal Max Tension 2 419.83 0 0 Max. Compression 4 -597.55 0 0 Max. Mx 2 -164.51 -1 0 Max. My 3 -168.29 0 0 Max. Vy 2 2.39 0 0 Max. Vx 3 0.69 0 0 Horizontal Max Tension 4 256.05 0 0 Max. Compression 2 -166.56 0 0 Max. Mx 2 -4.89 0 0 Max. My 3 203.87 0 0 Max. Vy 2 -1.96 0 0 Max. Vx 3 -0.43 0 0 Top Girt Max Tension 4 567.51 0 0 Max. Compression 2 -491.47 0 0 Max. Mx 2 -491.47 0 0 Max. My 3 -341.24 0 0 Max. Vy 2 1.17 0 0 Max. Vx 3 -0.26 0 0

T3 99 - 93 Leg Max Tension 3 7287.27 14 17 Max. Compression 3 -7077.17 -17 -13 Max. Mx 2 -3339.52 -30 4 Max. My 2 1967.69 -4 30 Max. Vy 2 -78.68 -30 4 Max. Vx 2 78.70 -4 30 Diagonal Max Tension 3 1675.67 0 0 Max. Compression 3 -1699.75 0 0 Max. Mx 3 1671.09 2 0 Max. My 3 -1494.65 0 -1 Max. Vy 3 2.78 2 0 Max. Vx 3 -1.12 0 0 Top Girt Max Tension 4 706.77 0 0 Max. Compression 2 -566.97 0 0 Max. Mx 1 56.12 -1 0 Max. My 3 572.18 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 927.50 0 0 Max. Compression 4 -834.74 0 0 Max. Mx 1 51.30 -1 0 Max. My 3 455.81 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0



Page

48 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

T4 93 - 87 Leg Max Tension 3 17776.68 17 21 Max. Compression 3 -17022.55 -37 -35 Max. Mx 3 -1266.20 -66 63 Max. My 2 10703.79 -18 65 Max. Vy 2 99.13 -65 17 Max. Vx 2 -99.18 -18 65 Diagonal Max Tension 3 2823.39 0 0 Max. Compression 3 -2829.06 0 0 Max. Mx 3 2820.58 2 0 Max. My 3 -2820.78 0 4 Max. Vy 3 3.34 2 0 Max. Vx 3 3.12 0 0 Top Girt Max Tension 4 1110.30 0 0 Max. Compression 4 -1012.40 0 0 Max. Mx 1 53.90 -1 0 Max. My 3 869.52 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1717.11 0 0 Max. Compression 4 -1597.12 0 0 Max. Mx 1 65.19 -1 0 Max. My 3 1355.79 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0

T5 87 - 81 Leg Max Tension 3 33668.25 -410 -2 Max. Compression 3 -30640.20 1749 -8 Max. Mx 3 -30640.20 1749 -8 Max. My 3 -1474.98 95 645 Max. Vy 3 -802.32 1749 -8 Max. Vx 3 -334.07 100 -640 Diagonal Max Tension 3 3787.49 0 0 Max. Compression 3 -2839.92 0 0 Max. Mx 3 3783.92 2 0 Max. My 3 -2835.87 -1 5 Max. Vy 3 3.12 2 0 Max. Vx 3 3.80 0 0 Top Girt Max Tension 4 1518.71 0 0 Max. Compression 4 -1417.82 0 0 Max. Mx 1 55.49 -1 0 Max. My 3 1201.47 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1437.97 0 0 Max. Compression 4 -1354.42 0 0 Max. Mx 1 50.11 -1 0 Max. My 3 1070.11 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0

T6 81 - 78 Leg Max Tension 3 24560.39 -628 -20 Max. Compression 3 -24159.17 547 -15 Max. Mx 3 -24135.82 1749 -8 Max. My 3 -1276.60 58 -530 Max. Vy 3 457.62 1749 -8 Max. Vx 3 191.63 58 -530 Diagonal Max Tension 3 8316.05 0 0 Max. Compression 3 -6227.96 0 0 Max. Mx 4 -4344.15 3 0 Max. My 2 4737.77 0 -2 Max. Vy 4 -4.09 0 0 Max. Vx 2 2.33 0 0 Top Girt Max Tension 2 56.11 0 0



Page

49 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Compression 2 -105.12 0 0 Max. Mx 2 56.11 -1 0 Max. My 3 -84.11 0 0 Max. Vy 2 3.77 0 0 Max. Vx 3 -0.46 0 0

T7 78 - 75 Leg Max Tension 3 24512.60 104 -7 Max. Compression 3 -24176.53 -717 -4 Max. Mx 3 -24176.53 -717 -4 Max. My 3 -1262.70 57 -529 Max. Vy 3 486.56 547 -15 Max. Vx 3 -181.22 57 -529 Diagonal Max Tension 3 5543.34 0 0 Max. Compression 2 -5204.76 0 0 Max. Mx 4 -1777.02 7 0 Max. My 2 4877.87 0 -2 Max. Vy 4 -7.97 0 0 Max. Vx 2 2.45 0 0 Horizontal Max Tension 3 348.12 3 12 Max. Compression 3 -360.61 3 12 Max. Mx 4 33.94 3 9 Max. My 4 -33.46 -1 15 Max. Vy 4 -6.56 3 9 Max. Vx 4 14.10 0 0

T8 75 - 69 Leg Max Tension 3 34262.41 -348 -9 Max. Compression 3 -36379.14 182 -6 Max. Mx 3 -31598.72 -717 -4 Max. My 3 -1046.74 15 -285 Max. Vy 3 -483.95 497 -7 Max. Vx 3 146.21 15 -285 Diagonal Max Tension 3 3412.83 0 0 Max. Compression 3 -3778.58 0 0 Max. Mx 3 3379.79 -7 2 Max. My 3 -2017.54 -4 5 Max. Vy 3 -11.31 -7 2 Max. Vx 3 -2.29 0 0 Top Girt Max Tension 4 3959.11 0 0 Max. Compression 4 -3633.56 0 0 Max. Mx 1 165.67 -7 0 Max. My 3 -2882.82 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1651.73 0 0 Max. Compression 4 -1514.16 0 0 Max. Mx 1 77.19 -7 0 Max. My 3 1336.56 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 0.00 0 0

T9 69 - 63 Leg Max Tension 3 46472.79 -299 -9 Max. Compression 3 -49921.82 311 -6 Max. Mx 3 -49921.82 311 -6 Max. My 3 -956.07 0 -310 Max. Vy 3 -125.90 309 -6 Max. Vx 3 -122.42 16 -284 Diagonal Max Tension 3 4267.78 0 0 Max. Compression 3 -4543.53 0 0 Max. Mx 3 4235.18 -8 1 Max. My 3 -3920.24 -3 4 Max. Vy 3 -11.72 -8 1 Max. Vx 3 -2.18 0 0 Top Girt Max Tension 4 2211.79 0 0 Max. Compression 4 -2019.77 0 0



Page

50 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Mx 1 100.38 -7 0 Max. My 3 1790.41 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 2631.19 0 0 Max. Compression 4 -2415.81 0 0 Max. Mx 1 113.92 -7 0 Max. My 3 -1933.29 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0

T10 63 - 57 Leg Max Tension 3 61171.41 -379 -9 Max. Compression 3 -65294.66 400 -6 Max. Mx 3 -65294.66 400 -6 Max. My 3 -1017.10 0 -344 Max. Vy 3 -100.00 400 -6 Max. Vx 3 104.66 0 -344 Diagonal Max Tension 3 4959.25 0 0 Max. Compression 3 -5130.25 0 0 Max. Mx 3 4926.79 -9 1 Max. My 3 -3965.44 -3 4 Max. Vy 3 -11.98 -9 1 Max. Vx 3 -2.10 0 0 Top Girt Max Tension 4 2802.07 0 0 Max. Compression 4 -2581.88 0 0 Max. Mx 1 116.32 -7 0 Max. My 3 -2071.79 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2995.59 0 0 Max. Compression 4 -2772.31 0 0 Max. Mx 1 118.77 -7 0 Max. My 3 -2230.50 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0

T11 57 - 51 Leg Max Tension 3 77635.66 -855 -6 Max. Compression 3 -81523.73 957 -5 Max. Mx 3 -81523.73 957 -5 Max. My 3 -1394.95 2 -527 Max. Vy 3 -326.37 957 -5 Max. Vx 3 -289.25 3 -526 Diagonal Max Tension 3 5980.45 0 0 Max. Compression 3 -6027.38 0 0 Max. Mx 3 876.98 -9 0 Max. My 3 -5104.64 -3 5 Max. Vy 3 12.32 -9 0 Max. Vx 3 2.38 0 0 Top Girt Max Tension 4 3269.68 0 0 Max. Compression 4 -3034.36 0 0 Max. Mx 1 124.08 -7 0 Max. My 3 -2448.38 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 3460.26 0 0 Max. Compression 4 -3211.63 0 0 Max. Mx 1 125.33 -7 0 Max. My 3 -2593.84 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0

T12 51 - 45 Leg Max Tension 3 98537.45 -1302 18 Max. Compression 3 -100912.73 1994 27 Max. Mx 3 -100912.73 1994 27



Page

51 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. My 3 -2469.26 71 -1196 Max. Vy 3 -954.62 1994 27 Max. Vx 3 505.95 71 -1196 Diagonal Max Tension 3 5518.10 0 0 Max. Compression 3 -5015.54 0 0 Max. Mx 3 1859.27 -14 -1 Max. My 3 -3954.44 -2 11 Max. Vy 3 14.51 -14 -1 Max. Vx 3 5.41 0 0 Top Girt Max Tension 4 2298.53 0 0 Max. Compression 4 -2233.36 0 0 Max. Mx 1 86.15 -7 0 Max. My 3 1885.81 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.00 0 0

T13 45 - 39 Leg Max Tension 3 99180.74 -110 -50 Max. Compression 3 -99953.12 -36 -63 Max. Mx 3 -99917.77 1994 27 Max. My 3 -4198.47 121 -547 Max. Vy 3 461.66 1994 27 Max. Vx 3 250.16 121 -547 Diagonal Max Tension 3 8403.73 0 0 Max. Compression 3 -5532.46 0 0 Max. Mx 3 -1268.73 11 16 Max. My 2 -1227.81 4 -66 Max. Vy 3 9.66 11 16 Max. Vx 2 23.10 0 0 Top Girt Max Tension 4 2988.51 0 0 Max. Compression 4 -3437.87 0 0 Max. Mx 2 -3424.80 -7 0 Max. My 3 2200.84 0 1 Max. Vy 2 9.73 0 0 Max. Vx 3 -0.82 0 0

T14 39 - 33 Leg Max Tension 3 92256.83 -220 -39 Max. Compression 3 -91453.79 180 -22 Max. Mx 3 92256.83 -220 -39 Max. My 3 -5277.00 122 -549 Max. Vy 3 -152.86 180 -22 Max. Vx 3 -160.02 122 -549 Diagonal Max Tension 3 3280.58 0 0 Max. Compression 2 -3003.77 0 0 Max. Mx 3 -2468.16 12 -24 Max. My 3 -2468.16 12 -24 Max. Vy 3 11.58 12 -24 Max. Vx 3 8.19 0 0

T15 33 - 27 Leg Max Tension 3 87134.09 -470 -13 Max. Compression 3 -84629.69 431 -18 Max. Mx 3 87134.09 -470 -13 Max. My 3 -6424.09 -13 -499 Max. Vy 3 -157.96 431 -18 Max. Vx 3 -202.61 -13 -499 Diagonal Max Tension 2 1797.78 0 0 Max. Compression 3 -2241.33 0 0 Max. Mx 4 -1749.91 13 -9 Max. My 2 -1868.46 9 -10 Max. Vy 4 13.40 13 -9 Max. Vx 2 3.68 0 0

T16 27 - 21 Leg Max Tension 3 83544.96 -470 -13 Max. Compression 3 -80857.30 648 -102 Max. Mx 3 83521.27 -671 -110 Max. My 3 -7817.72 35 -672



Page

52 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Vy 3 278.31 -671 -110 Max. Vx 3 352.85 35 -672 Diagonal Max Tension 2 4467.98 0 0 Max. Compression 3 -2032.90 0 0 Max. Mx 3 2063.31 21 -35 Max. My 4 -931.23 15 -78 Max. Vy 3 20.00 21 -35 Max. Vx 4 20.58 0 0 Top Girt Max Tension 3 778.50 0 0 Max. Compression 3 -1222.34 0 0 Max. Mx 1 84.76 -47 0 Max. My 3 -1219.65 0 4 Max. Vy 1 32.03 0 0 Max. Vx 3 -2.69 0 0

T17 21 - 15 Leg Max Tension 3 83801.89 -671 -110 Max. Compression 3 -80354.15 -124 -127 Max. Mx 3 83801.89 -671 -110 Max. My 3 -8726.96 37 -672 Max. Vy 3 -445.60 -671 -110 Max. Vx 3 -463.23 37 -672 Diagonal Max Tension 4 2570.21 0 0 Max. Compression 3 -1198.17 0 0 Max. Mx 3 1339.30 25 -16 Max. My 4 -991.13 21 -52 Max. Vy 3 22.75 25 -16 Max. Vx 4 13.16 0 0 Top Girt Max Tension 2 1083.12 0 0 Max. Compression 3 -1811.81 0 0 Max. Mx 1 91.73 -65 0 Max. My 3 -1811.64 0 5 Max. Vy 1 37.53 0 0 Max. Vx 3 -3.16 0 0

T18 15 - 12 Leg Max Tension 3 76967.24 -1359 -111 Max. Compression 3 -71433.57 1263 -98 Max. Mx 3 76967.24 -1359 -111 Max. My 3 -8899.65 64 -827 Max. Vy 3 560.24 -1359 -111 Max. Vx 3 202.53 64 -827 Diagonal Max Tension 4 9755.16 0 0 Max. Compression 4 -10507.10 0 0 Max. Mx 3 -8696.43 44 0 Max. My 3 7395.64 0 -5 Max. Vy 3 -35.60 0 0 Max. Vx 3 3.80 0 0 Top Girt Max Tension 4 8787.77 0 0 Max. Compression 4 -8535.44 0 0 Max. Mx 4 -8535.44 170 0 Max. My 3 -6754.31 0 -14 Max. Vy 4 -86.05 0 0 Max. Vx 3 7.24 0 0

T19 12 - 0 Leg Max Tension 3 78031.12 0 2 Max. Compression 3 -72631.83 0 2 Max. Mx 3 77912.25 -1359 -109 Max. My 3 -9086.21 54 -825 Max. Vy 3 -411.99 -1359 -109 Max. Vx 3 -442.62 54 -825 Diagonal Max Tension 3 10556.97 0 0 Max. Compression 3 -11825.74 0 0 Max. Mx 3 28.02 -219 0 Max. My 4 -7896.35 0 -75 Max. Vy 3 64.75 0 0



Page

53 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Condition Gov.

Load

Comb.

Force

kg

Major Axis

Moment

kg-m

Minor Axis

Moment

kg-m

Max. Vx 4 -22.20 0 0 Horizontal Max Tension 3 4336.93 0 0 Max. Compression 3 -4358.78 0 0 Max. Mx 4 -3226.72 44 -1 Max. My 4 -2742.87 32 -11 Max. Vy 4 -41.07 44 -1 Max. Vx 4 7.41 32 -11 Inner Bracing Max Tension 3 660.78 0 0 Max. Compression 3 -1143.87 0 0 Max. Mx 1 -86.31 -48 0 Max. My 3 660.78 0 0 Max. Vy 1 32.48 0 0 Max. Vx 3 -0.07 0 0

Maximum Reactions


Load

Comb.

Vertical

kg

Horizontal, X

kg

Horizontal, Z

kg



Leg B Max. Vert 3 73421.69 -11284.29 12018.23 Max. Hx 1 4481.50 -792.97 836.25 Max. Hz 3 73421.69 -11284.29 12018.23 Min. Vert 1 4481.50 -792.97 836.25 Min. Hx 3 73421.69 -11284.29 12018.23 Min. Hz 1 4481.50 -792.97 836.25



Load


kg

Shearx

kg

Shearz

kg

Overturning

Moment, Mx kg-m

Overturning

Moment, Mz kg-m

Torque

kg-m Dead Only 17964.08 -0.01 -0.00 3068 -2839 0 Dead+Wind 0 deg - No Ice 17965.32 -31.34 -22228.51 -1123317 336 9377 Dead+Wind 45 deg - No Ice 17963.85 17365.27 -17365.72 -895006 -900979 16753 Dead+Wind 90 deg - No Ice 17965.32 22228.53 31.21 6305 -1129244 12631



Page

54 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Load


kg

Shearx

kg

Shearz

kg

Overturning

Moment, Mx kg-m

Overturning

Moment, Mz kg-m

Torque

kg-m Dead+Wind 0 deg - Service 17964.09 -7.81 -5554.73 -278441 -2050 2345 Dead+Wind 45 deg - Service 17964.09 4341.62 -4341.63 -221409 -227343 4191 Dead+Wind 90 deg - Service 17964.09 5554.72 7.81 3881 -284367 3158

Solution Summary

Load

Comb.


% Error PX

kg

PY

kg

PZ

kg

PX

kg

PY

kg

PZ

kg

1 0.00 -17964.10 0.00 0.01 17964.08 0.00 0.000% 2 -31.25 -17964.10 -22220.39 31.34 17965.32 22228.51 0.029% 3 17367.69 -17964.10 -17367.69 -17365.27 17963.85 17365.72 0.010% 4 22220.39 -17964.10 31.25 -22228.53 17965.32 -31.21 0.029% 5 -7.81 -17964.10 -5555.10 7.81 17964.09 5554.73 0.002% 6 4341.92 -17964.10 -4341.92 -4341.62 17964.09 4341.63 0.002% 7 5555.10 -17964.10 7.81 -5554.72 17964.09 -7.81 0.002%


Load

Combination

Converged? Number

of Cycles

Displacement

Tolerance

Force

Tolerance



Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 105 - 100.8 364.64 6 0.4610 0.0518 T2 100.8 - 99 330.80 6 0.4528 0.0518 T3 99 - 93 316.79 6 0.4439 0.0516 T4 93 - 87 270.85 6 0.4206 0.0487 T5 87 - 81 228.19 6 0.3738 0.0436 T6 81 - 78 190.30 6 0.3270 0.0357 T7 78 - 75 174.01 6 0.3075 0.0312 T8 75 - 69 158.88 6 0.2916 0.0294 T9 69 - 63 128.84 6 0.2729 0.0281

T10 63 - 57 101.01 6 0.2476 0.0264 T11 57 - 51 75.98 6 0.2179 0.0242 T12 51 - 45 54.21 6 0.1841 0.0215 T13 45 - 39 36.17 6 0.1458 0.0184 T14 39 - 33 24.63 6 0.1048 0.0115 T15 33 - 27 15.70 6 0.0794 0.0080



Page

55 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T16 27 - 21 8.91 6 0.0590 0.0057 T17 21 - 15 3.80 6 0.0421 0.0044 T18 15 - 12 0.18 5 0.0277 0.0031 T19 12 - 0 1.48 6 0.0235 0.0028


Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m



Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 105 - 100.8 1475.12 3 1.8653 0.2340 T2 100.8 - 99 1338.23 3 1.8315 0.2157 T3 99 - 93 1281.60 3 1.7955 0.2084 T4 93 - 87 1095.76 3 1.7022 0.1969 T5 87 - 81 923.07 3 1.5141 0.1762 T6 81 - 78 769.56 3 1.3245 0.1446 T7 78 - 75 703.65 3 1.2449 0.1267 T8 75 - 69 642.39 3 1.1807 0.1195 T9 69 - 63 520.77 3 1.1054 0.1144

T10 63 - 57 408.00 3 1.0030 0.1074 T11 57 - 51 306.57 3 0.8829 0.0986 T12 51 - 45 218.35 3 0.7458 0.0879 T13 45 - 39 145.27 3 0.5903 0.0752 T14 39 - 33 98.81 3 0.4238 0.0467 T15 33 - 27 63.03 3 0.3179 0.0323 T16 27 - 21 35.76 3 0.2374 0.0231 T17 21 - 15 15.21 3 0.1690 0.0178 T18 15 - 12 0.64 2 0.1106 0.0124 T19 12 - 0 5.91 3 0.0938 0.0112



Page

56 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m


Bolt Design Data

Section

No.

Elevation

m

Component

Type

Bolt

Grade

Bolt Size

mm

Number

Of

Bolts

Maximum

Load per

Bolt

kg

Allowable

Load

kg

Ratio

Load

Allowable

Allowable

Ratio

Criteria

T1 105 Leg A394T0 16 6 44.99 5528.16 0.008

1.333 Bearing

Diagonal A394T0 13 1 882.70 2158.11 0.409


Top Girt A394T0 13 1 25.39 2158.11 0.012


T2 100.8 Leg A394T0 16 6 1100.51 5528.16 0.199

1.333 Bearing

Diagonal A394T0 13 1 597.55 2959.69 0.202


Top Girt A394T0 13 1 567.51 2158.11 0.263


T3 99 Leg A394T0 16 6 1064.10 5528.16 0.192

1.333 Bearing

Diagonal A394T0 16 1 1675.67 2774.71 0.604


Top Girt A394T0 16 1 706.77 2774.71 0.255


T4 93 Leg A394T0 16 6 3496.62 5528.16 0.633

1.333 Bearing

Diagonal A394T0 16 1 2823.39 2774.71 1.018


Top Girt A394T0 16 1 1110.30 2774.71 0.400


T5 87 Leg A394T0 16 8 5784.12 9979.03 0.580

1.333 Bolt SS

Diagonal A394T0 16 2 1893.74 3699.61 0.512


Top Girt A394T0 16 1 1518.70 2774.71 0.547


T6 81 Leg A394T0 16 8 6140.10 9979.03 0.615

1.333 Bolt SS

Diagonal A394T0 16 2 4158.03 7399.23 0.562


Top Girt A394T0 16 2 52.56 3699.61 0.014


T7 78 Leg A394T0 19 8 6128.17 9979.03 0.614

1.333 Bolt SS

Diagonal A394T0 16 2 2771.67 7399.23 0.375




Page

57 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Bolt

Grade

Bolt Size

mm

Number

Of

Bolts

Maximum

Load per

Bolt

kg

Allowable

Load

kg

Ratio

Load

Allowable

Allowable

Ratio

Criteria

T8 75 Leg A394T0 19 8 7899.95 9979.03 0.792

1.333 Bolt SS

Diagonal A394T0 16 2 1889.29 7399.23 0.255


Top Girt A394T0 16 2 1979.55 3699.61 0.535


T9 69 Leg A394T0 19 12 7176.20 9979.03 0.719

1.333 Bolt SS

Diagonal A394T0 16 2 2271.76 7399.23 0.307


Top Girt A394T0 16 2 1105.89 3699.61 0.299


T10 63 Leg A394T0 19 12 9613.08 9979.03 0.963

1.333 Bolt SS

Diagonal A394T0 16 2 2565.12 7399.23 0.347


Top Girt A394T0 16 2 1401.03 3699.61 0.379


T11 57 Leg A394T0 19 16 9229.11 9979.03 0.925

1.333 Bolt SS

Diagonal A394T0 16 2 3013.69 7399.23 0.407


Top Girt A394T0 16 2 1634.84 3699.61 0.442


T12 51 Leg A394T0 19 20 9497.05 9979.03 0.952

1.333 Bolt SS

Diagonal A394T0 16 2 2759.05 7399.23 0.373


Top Girt A394T0 16 2 1149.27 3699.61 0.311


T13 45 Leg A394T0 19 20 9995.32 9979.03 1.002

1.333 Bolt SS

Diagonal A394T0 16 2 4201.86 4932.82 0.852


T14 39 Leg A394T0 19 20 9225.66 9979.03 0.925

1.333 Bolt SS

Diagonal A394T0 16 2 1640.29 4932.82 0.333


T15 33 Leg A394T0 19 20 8713.42 9979.03 0.873

1.333 Bolt SS

Diagonal A394T0 16 2 1120.66 4932.82 0.227


T16 27 Leg A394T0 19 20 8354.58 9979.03 0.837

1.333 Bolt SS

Diagonal A394T0 16 2 2233.99 4932.82 0.453


Top Girt A394T0 16 2 611.17 4932.82 0.124


T17 21 Leg A394T0 19 20 8380.17 9979.03 0.840

1.333 Bolt SS

Diagonal A394T0 16 2 1285.10 4932.82 0.261


Top Girt A394T0 16 2 905.91 4932.82 0.184


T18 15 Leg A394T0 19 16 9620.92 9979.03 0.964

1.333 Bolt SS

Diagonal A394T0 16 2 5253.55 9865.64 0.533


Top Girt A394T0 16 2 4393.88 9865.64 0.445


T19 12 Leg A394T0 19 16 9753.87 9979.03 0.977

1.333 Bolt SS

Diagonal A394T0 16 3 3941.91 7399.23 0.533




Page

58 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Compression Checks


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L76x76x6 4.2000 0.7000 46.6 K=1.00

171534 929 -2876.07 16250.22 0.177

T2 100.8 - 99 L76x76x6 1.8868 0.9434 62.7

K=1.00 153370 929 -3301.54 14529.47 0.227

T3 99 - 93 L76x76x6 6.0000 2.0000 66.5

K=0.50 148765 929 -7077.18 14093.26 0.502

T4 93 - 87 L102x102x6 6.0000 2.0000 49.5

K=0.50 144987 1252 -17022.56 18504.49 0.920

T5 87 - 81 L102x8+L76x6 6.0000 2.0000 49.8

K=0.50 168136 2477 -30640.17 42475.22 0.721

T6 81 - 78 L102x8+L76x6 3.0435 3.0435 75.7

K=0.50 136863 2477 -24159.15 34575.00 0.699

T7 78 - 75 L102x8+L76x6 3.0435 3.0435 75.7

K=0.50 136863 2477 -24176.53 34575.00 0.699

T8 75 - 69 L102x10+L102x10 6.0000 3.0000 74.9

K=0.50 137925 3690 -36379.16 51902.32 0.701

T9 69 - 63 L102x10+L102x10 6.0000 3.0000 74.9

K=0.50 137925 3690 -49921.94 51902.32 0.962

T10 63 - 57 L127x10+L102x10 6.0000 3.0000 59.7

K=0.50 157041 4174 -65294.64 66844.11 0.977

T11 57 - 51 L152x10+L102x10 6.0000 3.0000 49.6

K=0.50 168293 4658 -81523.73 79937.06 1.020

T12 51 - 45 L152x10+L102x13 6.0000 3.0000 49.6

K=0.50 168293 5232 -100912.54 89790.90 1.124

T13 45 - 39 L152x10+L102x13 6.0423 6.0423 50.0

K=0.25 167918 5232 -99953.19 89590.87 1.116

T14 39 - 33 L152x10+L102x13 6.0423 6.0423 50.0

K=0.25 167918 5232 -91453.77 89590.87 1.021

T15 33 - 27 L152x10+L102x10 6.0423 6.0423 50.0

K=0.25 167918 4658 -84629.47 79759.25 1.061

T16 27 - 21 L152x10+L102x10 6.0423 6.0423 50.0

K=0.25 167918 4658 -80857.40 79759.25 1.014

T17 21 - 15 L152x10+L102x10 6.0423 6.0423 50.0

K=0.25 167918 4658 -80354.36 79759.25 1.007

T18 15 - 12 L152x13+L102x10 3.0212 3.0212 50.4

K=0.50 167461 5555 -71433.56 94855.72 0.753

T19 12 - 0 L152x13+L102x10 12.2744 12.2744 51.2

K=0.13 166604 5555 -72631.95 94370.37 0.770



Page

59 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.9220 0.8049 108.0 K=1.00

82302 340 -1077.71 2855.31 0.377

T2 100.8 - 99 L38x38x5 1.2207 1.1259 151.1

K=1.00 45096 340 -597.55 1564.50 0.382

T3 99 - 93 L38x38x5 2.4413 1.1542 99.5

K=1.00 89910 340 -1699.75 3119.25 0.545

T4 93 - 87 L38x38x5 2.4413 1.1321 97.6

K=1.00 91562 340 -2829.06 3176.54 0.891

T5 87 - 81 L38x38x5 2.4413 1.1317 97.6

K=1.00 91587 340 -2839.92 3177.43 0.894

T6 81 - 78 2L51x51x5 3.1018 2.9012 92.6

K=0.50 95823 923 -6227.96 9014.74 0.691

T7 78 - 75 2L51x51x5 3.3410 3.2251 102.9

K=0.50 86930 923 -5204.75 8178.05 0.636

T8 75 - 69 2L51x51x5 4.1379 1.9949 127.3

K=1.00 63541 923 -3778.58 5977.76 0.632

T9 69 - 63 2L51x51x5 4.1379 1.9949 127.3

K=1.00 63541 923 -4543.55 5977.76 0.760

T10 63 - 57 2L51x51x5 4.1379 1.9768 126.1

K=1.00 64714 923 -5130.27 6088.03 0.843

T11 57 - 51 2L51x51x5 4.1379 1.9586 125.0

K=1.00 65899 923 -6027.38 6199.57 0.972

T12 51 - 45 2L51x51x5 4.1379 1.9586 125.0

K=1.00 65899 923 -5015.55 6199.57 0.809

T13 45 - 39 L51x51x6 6.8925 3.8102 95.9

K=0.25 93001 605 -5532.47 5739.03 0.964

T14 39 - 33 L51x51x6 7.4360 4.0192 129.9

K=0.50 61002 605 -3003.77 3764.40 0.798

T15 33 - 27 L51x51x6 8.0696 4.3000 139.0

K=0.50 53295 605 -2241.33 3288.82 0.681

T16 27 - 21 L64x64x6 8.7737 4.6295 118.5

K=0.50 72363 768 -2032.90 5665.19 0.359

T17 21 - 15 L64x64x6 9.5328 4.9940 127.8

K=0.50 63003 768 -1198.17 4932.36 0.243

T18 15 - 12 2L64x64x6 4.9645 4.8691 124.6

K=0.50 66241 1535 -10507.11 10371.76 1.013

T19 12 - 0 L102x102x10 13.5511 13.3870 107.1

K=0.25 83122 1845 -11825.75 15639.69 0.756


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.6000 0.5238 70.3 K=1.00

113071 340 -519.26 3922.75 0.132

T2 100.8 - 99 L38x38x5 1.0000 0.9238 124.0 66911 340 -166.56 2321.34 0.072



Page

60 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

K=1.00

T7 78 - 75 L64x64x5 2.1250 2.0230 102.4 K=1.00

87393 582 -360.61 5185.97 0.070

T19 12 - 0 L102x102x6 8.4000 4.1238 64.9

K=0.50 113615 1252 -4358.78 14500.54 0.301


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.6000 0.5238 70.3 K=1.00

113071 340 -21.39 3922.75 0.005

T2 100.8 - 99 L38x38x5 0.6000 0.5238 70.3

K=1.00 113071 340 -491.47 3922.75 0.125

T3 99 - 93 L51x51x5 1.4000 1.3238 132.3

K=1.00 58842 461 -566.97 2767.82 0.205

T4 93 - 87 L51x51x5 1.4000 1.3238 132.3

K=1.00 58842 461 -1012.40 2767.82 0.366

T5 87 - 81 L51x51x5 1.4000 1.2984 129.7

K=1.00 61166 461 -1417.82 2877.17 0.493

T6 81 - 78 L51x51x5 1.4000 1.2980 82.8

K=1.00 103683 461 -105.12 4877.12 0.022

T8 75 - 69 L64x64x5 2.8500 2.7480 109.3

K=0.50 81140 582 -3633.56 4814.93 0.755

T9 69 - 63 L64x64x5 2.8500 2.7480 139.1

K=1.00 53243 582 -2019.77 3159.49 0.639

T10 63 - 57 L64x64x5 2.8500 2.7480 139.1

K=1.00 53243 582 -2581.88 3159.49 0.817

T11 57 - 51 L64x64x5 2.8500 2.7230 137.8

K=1.00 54225 582 -3034.36 3217.77 0.943

T12 51 - 45 L64x64x5 2.8500 2.6980 136.5

K=1.00 55235 582 -2233.35 3277.68 0.681

T13 45 - 39 L64x64x5 2.8500 2.6980 136.5

K=1.00 55235 582 -3437.87 3277.68 1.049

T16 27 - 21 L76x76x6 5.8770 5.7250 121.2

K=0.50 69725 929 -1222.34 6605.40 0.185

T17 21 - 15 L76x76x6 6.8860 6.7340 142.5

K=0.50 50678 929 -1811.81 4800.96 0.377

T18 15 - 12 2L76x76x6x10 7.8950 7.7430 147.5

K=0.45 47322 1858 -8535.43 8966.03 0.952


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa



Page

61 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T3 99 - 93 L51x51x5 1.4000 1.3238 132.3 K=1.00

58842 461 -834.74 2767.82 0.302

T4 93 - 87 L51x51x5 1.4000 1.2984 129.7

K=1.00 61166 461 -1597.13 2877.17 0.555

T5 87 - 81 L51x51x5 1.4000 1.2980 129.7

K=1.00 61204 461 -1354.42 2878.95 0.470

T8 75 - 69 L64x64x5 2.8500 2.7480 109.3

K=0.50 81140 582 -1514.16 4814.93 0.314

T9 69 - 63 L64x64x5 2.8500 2.7480 139.1

K=1.00 53243 582 -2415.81 3159.49 0.765

T10 63 - 57 L64x64x5 2.8500 2.7230 137.8

K=1.00 54225 582 -2772.31 3217.77 0.862

T11 57 - 51 L64x64x5 2.8500 2.6980 136.5

K=1.00 55235 582 -3211.63 3277.68 0.980


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T19 12 - 0 L76x76x6 5.9397 5.9397 197.5 K=0.50

26394 929 -1143.87 2500.47 0.457

Tension Checks


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L76x76x6 4.2000 0.7000 29.6 224080 687 2741.74 15699.97 0.175

T2 100.8 - 99 L76x76x6 1.8868 0.9434 39.9 224080 687 3119.35 15699.97 0.199

T3 99 - 93 L76x76x6 6.0000 2.0000 84.7 224080 687 7287.28 15699.97 0.464

T4 93 - 87 L102x102x6 6.0000 2.0000 63.0 224080 1010 17776.70 23070.85 0.771

T5 87 - 81 L102x8+L76x6 6.0000 2.0000 99.5 206843 2477 33615.29 52253.40 0.643

T6 81 - 78 L102x8+L76x6 3.0435 3.0435 151.5 206843 2477 24560.40 52253.40 0.470

T7 78 - 75 L102x8+L76x6 3.0435 3.0435 151.5 206843 2477 24512.59 52253.40 0.469

T8 75 - 69 L102x10+L102x10 6.0000 3.0000 149.9 206843 3690 34234.67 77836.02 0.440

T9 69 - 63 L102x10+L102x10 6.0000 3.0000 149.9 206843 3690 46472.82 77836.02 0.597



Page

62 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T10 63 - 57 L127x10+L102x10 6.0000 3.0000 119.3 206843 4174 61171.48 88042.30 0.695

T11 57 - 51 L152x10+L102x10 6.0000 3.0000 99.3 206843 4658 77635.53 98248.14 0.790

T12 51 - 45 L152x10+L102x13 6.0000 3.0000 99.3 206843 5232 98537.53 110359.05 0.893

T13 45 - 39 L152x10+L102x13 6.0423 6.0423 199.9 206843 5232 99180.72 110359.05 0.899

T14 39 - 33 L152x10+L102x13 6.0423 6.0423 199.9 206843 5232 92256.63 110359.05 0.836

T15 33 - 27 L152x10+L102x10 6.0423 6.0423 199.9 206843 4658 87134.21 98248.14 0.887

T16 27 - 21 L152x10+L102x10 6.0423 6.0423 199.9 206843 4658 83545.84 98248.14 0.850

T17 21 - 15 L152x10+L102x10 6.0423 6.0423 199.9 206843 4658 83801.67 98248.14 0.853

T18 15 - 12 L152x13+L102x10 3.0212 3.0212 100.8 206843 5555 76967.39 117162.94 0.657

T19 12 - 0 L152x13+L102x10 12.2744 12.2744 409.5 206843 5555 78031.06 117162.94 0.666


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.9220 0.8049 69.4 148927 340 882.70 5166.69 0.171

T2 100.8 - 99 L38x38x5 1.2207 1.1259 97.1 148927 340 419.83 5166.69 0.081

T3 99 - 93 L38x38x5 2.4413 1.1542 99.5 199948 249 1675.67 5086.95 0.329

T4 93 - 87 L38x38x5 2.4413 1.1321 97.6 199948 249 2823.39 5086.95 0.555

T5 87 - 81 L38x38x5 2.4413 1.1317 97.6 199948 249 3787.49 5086.95 0.745

T6 81 - 78 2L51x51x5 3.1018 2.9012 185.1 148927 923 8316.07 14010.57 0.594

T7 78 - 75 2L51x51x5 3.3410 3.2251 205.8 148927 923 5543.35 14010.57 0.396

T8 75 - 69 2L51x51x5 4.1379 1.9949 127.3 148927 923 3412.83 14010.57 0.244

T9 69 - 63 2L51x51x5 4.1379 1.9949 127.3 148927 923 4267.78 14010.57 0.305

T10 63 - 57 2L51x51x5 4.1379 1.9768 126.1 148927 923 4959.26 14010.57 0.354

T11 57 - 51 2L51x51x5 4.1379 1.9586 125.0 148927 923 5980.44 14010.57 0.427

T12 51 - 45 2L51x51x5 4.1379 1.9586 125.0 148927 923 5518.09 14010.57 0.394



Page

63 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T13 45 - 39 L51x51x6 6.8925 3.8102 246.3 148927 605 8403.71 9190.15 0.914

T14 39 - 33 L51x51x6 7.4360 4.0192 259.8 148927 605 3280.58 9190.15 0.357

T15 33 - 27 L51x51x6 8.0696 4.3000 278.0 148927 605 1797.78 9190.15 0.196

T16 27 - 21 L64x64x6 8.7737 4.6295 237.0 148927 768 4467.98 11659.14 0.383

T17 21 - 15 L64x64x6 9.5328 4.9940 255.7 148927 768 2570.21 11659.14 0.220

T18 15 - 12 2L64x64x6 4.9645 4.8691 249.3 148927 1535 9755.14 23318.28 0.418

T19 12 - 0 L102x102x10 13.5511 13.3870 428.5 148927 1845 10556.96 28021.13 0.377


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.6000 0.5238 45.2 148927 340 631.90 5166.69 0.122

T2 100.8 - 99 L38x38x5 1.0000 0.9238 79.6 148927 340 256.05 5166.69 0.050

T7 78 - 75 L64x64x5 2.1250 2.0230 102.4 148927 582 348.12 8837.43 0.039

T19 12 - 0 L102x102x6 8.4000 4.1238 129.9 148927 1252 4336.93 19007.34 0.228


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T1 105 - 100.8 L38x38x5 0.6000 0.5238 45.2 148927 340 25.39 5166.69 0.005

T2 100.8 - 99 L38x38x5 0.6000 0.5238 45.2 148927 340 567.51 5166.69 0.110

T3 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 706.77 7005.28 0.101

T4 93 - 87 L51x51x5 1.4000 1.3238 84.5 148927 461 1110.30 7005.28 0.158

T5 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 1518.70 7005.28 0.217

T6 81 - 78 L51x51x5 1.4000 1.2980 82.8 148927 461 56.11 7005.28 0.008

T8 75 - 69 L64x64x5 2.8500 2.7480 139.1 148927 582 3959.11 8837.43 0.448

T9 69 - 63 L64x64x5 2.8500 2.7480 139.1 148927 582 2211.79 8837.43 0.250



Page

64 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T10 63 - 57 L64x64x5 2.8500 2.7480 139.1 148927 582 2802.07 8837.43 0.317

T11 57 - 51 L64x64x5 2.8500 2.7230 137.8 148927 582 3269.68 8837.43 0.370

T12 51 - 45 L64x64x5 2.8500 2.6980 136.5 148927 582 2298.53 8837.43 0.260

T13 45 - 39 L64x64x5 2.8500 2.6980 136.5 148927 582 2988.51 8837.43 0.338

T16 27 - 21 L76x76x6 5.8770 5.7250 242.4 148927 929 778.51 14108.54 0.055

T17 21 - 15 L76x76x6 6.8860 6.7340 285.1 148927 929 1083.12 14108.54 0.077

T18 15 - 12 2L76x76x6x10 7.8950 7.7430 327.8 148927 1858 8787.76 28217.08 0.311


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T3 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 927.51 7005.28 0.132

T4 93 - 87 L51x51x5 1.4000 1.2984 82.8 148927 461 1717.12 7005.28 0.245

T5 87 - 81 L51x51x5 1.4000 1.2980 82.8 148927 461 1437.97 7005.28 0.205

T8 75 - 69 L64x64x5 2.8500 2.7480 139.1 148927 582 1651.73 8837.43 0.187

T9 69 - 63 L64x64x5 2.8500 2.7480 139.1 148927 582 2631.19 8837.43 0.298

T10 63 - 57 L64x64x5 2.8500 2.7230 137.8 148927 582 2995.59 8837.43 0.339

T11 57 - 51 L64x64x5 2.8500 2.6980 136.5 148927 582 3460.27 8837.43 0.392


Section

No.

Elevation

m

Size

L

m

Lu

m

Kl/r

Fa

kPa

A

mm2

Actual

P

kg

Allow.

Pa

kg

Ratio

P

Pa

T19 12 - 0 L76x76x6 5.9397 5.9397 251.4 148927 929 660.78 14108.54 0.047



Page

65 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Section

No.

Elevation

m

Component

Type

Size Critical

Element

P

kg

SF*Pallow

kg

%

Capacity

Pass

Fail

T1 105 - 100.8 Leg L76x76x6 3 -2876.07 21661.55 13.3 Pass Diagonal L38x38x5 9 -1077.71 3806.12 28.3

30.7 (b) Pass

Horizontal L38x38x5 16 -519.26 5229.03 9.9 Pass Top Girt L38x38x5 8 -21.39 5229.03 0.4

0.9 (b) Pass

T2 100.8 - 99 Leg L76x76x6 55 -3301.54 19367.79 17.0 Pass Diagonal L38x38x5 71 -597.55 2085.48 28.7 Pass Horizontal L38x38x5 66 -166.56 3094.35 5.4 Pass Top Girt L38x38x5 59 -491.47 5229.03 9.4

19.7 (b) Pass

T3 99 - 93 Leg L76x76x6 75 -7077.18 18786.31 37.7 Pass Diagonal L38x38x5 88 -1699.75 4157.96 40.9

45.3 (b) Pass

Top Girt L51x51x5 77 -566.97 3689.51 15.4 19.1 (b)

Pass


Diagonal L38x38x5 128 -2829.06 4234.32 66.8 76.3 (b)

Pass

Top Girt L51x51x5 120 -1012.40 3689.51 27.4 30.0 (b)

Pass

Mid Girt L51x51x5 124 -1597.13 3835.27 41.6 Pass T5 87 - 81 Leg L102x8+L76x6 155 -30640.17 56619.46 54.1 Pass

Diagonal L38x38x5 168 -2839.92 4235.51 67.1 Pass Top Girt L51x51x5 160 -1417.82 3835.27 37.0

41.1 (b) Pass

Mid Girt L51x51x5 176 -1354.42 3837.64 35.3 Pass T6 81 - 78 Leg L102x8+L76x6 195 -24159.15 46088.47 52.4 Pass

Diagonal 2L51x51x5 208 -6227.96 12016.65 51.8 Pass Top Girt L51x51x5 197 -105.12 6501.20 1.6 Pass

T7 78 - 75 Leg L102x8+L76x6 215 -24176.53 46088.47 52.5 Pass Diagonal 2L51x51x5 222 -5204.75 10901.33 47.7 Pass Horizontal L64x64x5 201 -360.61 6912.90 5.2 Pass

T8 75 - 69 Leg L102x10+L102x10 227 -36379.16 69185.79 52.6 59.4 (b)

Pass

Diagonal 2L51x51x5 240 -3778.58 7968.35 47.4 Pass Top Girt L64x64x5 232 -3633.56 6418.30 56.6 Pass Mid Girt L64x64x5 236 -1514.16 6418.30 23.6 Pass

T9 69 - 63 Leg L102x10+L102x10 255 -49921.94 69185.79 72.2 Pass Diagonal 2L51x51x5 268 -4543.55 7968.35 57.0 Pass Top Girt L64x64x5 260 -2019.77 4211.60 48.0 Pass Mid Girt L64x64x5 264 -2415.81 4211.60 57.4 Pass



T12 51 - 45 Leg L152x10+L102x13 339 -100912.54 119691.27 84.3 Pass Diagonal 2L51x51x5 348 -5015.55 8264.02 60.7 Pass Top Girt L64x64x5 344 -2233.35 4369.14 51.1 Pass

T13 45 - 39 Leg L152x10+L102x13 363 -99953.19 119424.62 83.7 Pass Diagonal L51x51x6 374 -5532.47 7650.13 72.3 Pass Top Girt L64x64x5 366 -3437.87 4369.14 78.7 Pass

T14 39 - 33 Leg L152x10+L102x13 379 -91453.77 119424.62 76.6 Pass



Page

66 of 66


Project


Date

14:59:31 09/11/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Section

No.

Elevation

m

Component

Type

Size Critical

Element

P

kg

SF*Pallow

kg

%

Capacity

Pass

Fail

Diagonal L51x51x6 388 -3003.77 5017.95 59.9 Pass T15 33 - 27 Leg L152x10+L102x10 391 -84629.47 106319.08 79.6 Pass

Diagonal L51x51x6 398 -2241.33 4383.99 51.1 Pass T16 27 - 21 Leg L152x10+L102x10 403 -80857.40 106319.08 76.1 Pass

Diagonal L64x64x6 409 4467.98 15541.64 28.7 34.0 (b)

Pass

Top Girt L76x76x6 405 -1222.34 8804.99 13.9 Pass T17 21 - 15 Leg L152x10+L102x10 419 -80354.36 106319.08 75.6 Pass

Diagonal L64x64x6 430 -1198.17 6574.84 18.2 19.5 (b)

Pass

Top Girt L76x76x6 424 -1811.81 6399.68 28.3 Pass T18 15 - 12 Leg L152x13+L102x10 435 -71433.56 126442.67 56.5

72.3 (b) Pass

Diagonal 2L64x64x6 445 -10507.11 13825.55 76.0 Pass Top Girt 2L76x76x6x10 440 -8535.43 11951.71 71.4 Pass

T19 12 - 0 Leg L152x13+L102x10 455 -72631.95 125795.70 57.7 73.3 (b)

Pass

Diagonal L102x102x10 462 -11825.75 20847.70 56.7 Pass Horizontal L102x102x6 447 -4358.78 19329.21 22.6 Pass Inner Bracing L76x76x6 466 -1143.87 3333.13 34.3 Pass Summary Leg (T12) 84.3 Pass Diagonal

(T4) 76.3 Pass

Horizontal (T19)

22.6 Pass

Top Girt (T13)

78.7 Pass

Mid Girt (T11)

73.5 Pass

Inner Bracing (T19)

34.3 Pass

Bolt Checks 76.3 Pass RATING = 84.3 Pass

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99+6m C. NUEVA+REF EB. LA PITA.eri

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA DE DEFLEXIONES-TC99+6m PATA=12.050m V=120 KPH





Dwg No. E-5


0

0

500

500

Deflection (mm)

105.0000

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

Ele

va

tio

n (

m)

0

0

0.5

0.5

Tilt (deg)0

0

0.05

0.05

0.1

0.1

-0.05

-0.05

-0.1

-0.1

Twist (deg)

105.0000

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA CABLES GUIA DE ONDA-TC99+6m PATA=12.050m V=120 KPH





Dwg No. E-7



Face A

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

105.0000

Ele

va

tio

n (

m)

Face B

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

104.0000103.0000102.0000101.0000

Face C

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

104.0000103.0000102.0000101.0000

(4)

1 (

4 A

NT

RF

N)

(4)

1 (

4 A

NT

RF

N)

(3)

1 (

3 A

NT

RF

N)

(3)

1 (

3 A

NT

RF

N)

Face D

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

105.0000

96.000096.000096.000096.0000

92.000092.000092.000092.0000

88.000088.000088.000088.0000

83.000083.000083.000083.0000

72.000072.0000

68.500068.5000

27.0000

24.0000

18.0000

7.5000

104.0000103.0000102.0000101.0000

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

1/2

(6 A

NT

TV

E)

7/8

(1 A

NT

MW

E)

7/8

(1 A

NT

MW

E)

(2)

7/8

(2 A

NT

MW

E)

7/8

(1 A

NT

GR

IP E

)

I. P. DOLMEN S.A.

Calle 101 No. 70G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA DE ESFUERZOS-TC99+6m PATA=12.050m V=120 KPH





Dwg No. E-8


0.0000 - 105.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress


100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

105.0000

Ele

va

tio

n (

m)

100.8000

99.0000

93.0000

87.0000

81.0000

78.0000

75.0000

69.0000

63.0000

57.0000

51.0000

45.0000

39.0000

33.0000

27.0000

21.0000

15.0000

12.0000

0.0000

105.0000


Calle 1010 No. 70G-25 PBX: +(571) 226 9999


CHEQUEO DE CIMENTACION

PLACA BASE Y PERNOS DE ANCLAJE.

EB. CERRO LA PITA.

I. P. DOLMEN S.A. TORRE 99+6mEB. CERRO LA PITA

7. Rev. DE CIMENTACION TIPO ZAPATA PARA TORRES

OBRA: TORRE TELECOMUNICACIONES TC99+6m EB. CERRO LA PITA

REACCIONES MAXIMAS DE TRABAJO SEGUN PROGRAMA TOWER

Compresión (-) Fz Kg -73.422,00

Corte l Fx Kg -11.284,00

Corte t Fy Kg 12.018,00

Traccion (+) Fza Kg 75.623,00

Corte l Fxa Kg -11.928,00Corte t Fya Kg 11.276,00

REACCIONES MAXIMAS ULTIMAS SEGÚN PROGRAMA TOWER

Compresión (-) Fz' Kg -73.422,00

Corte l Fx' Kg -11.284,00

Corte t Fy' Kg 12.018,00

Arranque (+) Fza' Kg 75.623,00

Corte l Fxa' Kg -11.928,00

Corte t Fya' Kg 11.276,00

ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE

Compresión (-) Fc Kg 73.422,00

Corte l Ft Kg 11.284,00

Corte t Fl Kg 12.018,00

Arranque (+) Fa Kg 75.623,00

Corte l Fta Kg 11.928,00

Corte t Fla Kg 11.276,00

ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE

Compresión (-) Fc' Kg 73.422,00

Corte l Ft' Kg 11.284,00

Corte t Fl' Kg 12.018,00

Arranque (+) Fa' Kg 75.623,00

Corte l Fta' Kg 11.928,00

Corte t Fla' Kg 11.276,00

CARACTERISTICAS DE LOS MATERIALESCap. portante suelo σ Kg/cm2

1,50σa Kg/cm2

1,88Peso unit. suelo γs Kg/m3 1700Angulo cono β º 20,0K pasivo Kp' 2,04K activo Ka 0,49K p Kp 2,04Peso unit. concreto γc Kg/m3 2.400Resis.Comp.Concreto f'c Kg/cm2

210Esf. Fluencia Acero fy Kg/cm2

4.200

GEOMETRIA

Angulo montante φ º 0,0000

Lado zapata L m 3,50

Lado pedestal B m 0,75

Espesor zapata s m 0,80

Profundidad zapata H m 3,00

Alt. ped. sobre suelo H3 m 1,40

Alt. ped. enterrada H2 m 2,20

Altura total cimiento H1 m 4,40

ITEM Sim. Un.

clm/rcg 7.1 Rev.CimTC99+6m EB. LA PITA-Cap. 7


Altura pedestal Hp m 3,60

Recubrimiento a m 0,070

Altura efec. concreto d m 0,730

VOLUMENES Y PESOS

Volumen zapata Vz m³ 9,80

Volumen pedestal Vp m³ 2,03

Volumen Concreto Vc m³ 11,83

Peso concreto Wc Kg 28380

Volumen suelo 1 Vs1 m³ 25,71



Volumen total suelo Vs m³ 52,39

Peso suelo Ws Kg 89060

ARRANCAMIENTO

Hipotesis crítica

F.S. Arrancamiento FSa (Wc+Ws)/Fa 1,55

Checheo Arrancam. FSa > 1.50 O.K.

ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO)

Hipotesis crítica

Compresión P Kg 145513

ht m 2,20

Rt Kg 6293

hl m 2,20

Rl Kg 6293

Momento transversal MT Kg*m 43230

Momento longitudinal ML Kg*m 40000

σp Kg/m211879

σt Kg/m25598

σl Kg/m26050

σs Kg/m25100

1 Kg/m218426

2 Kg/m26327

3 Kg/m27231

4 Kg/m2-4869

σmax Kg/m2mayor 1, 2, 3, 4 18426

σmin Kg/m2 menor 1, 2, 3, 4 ≈ σ -4869

Checheo Capacidad σmax < σa O.K.

CHEQUEO AL VOLCAMIENTO

Hipotesis crítica

COMPRESION MR1 Kg-m 254648

Momento trans. 1 MT1 Kg*m 52879

Momento long. 1 ML1 Kg*m 49650

Momento trans. 2 MT2 Kg*m 9650

Momento long. 2 ML2 Kg*m 9650

Mom. restaur. trans. MRT Kg*m 264298

Mom. restaur. long. MRL Kg*m 264298

Momento restaurador MRc Kg-m 373773

Momento al vuelco Mv Kg-m 319153



F.S. vuelco compres. FSvc MRc/Mv 1,17

Hipotesis crítica

TRACCION MR1 Kg-m 205520

ht m 2,20

Rt Kg 6293

hl m 2,20

Rl Kg 6293

MT1 Kg-m 49614

ML1 Kg-m 52483

MT2 Kg-m 9650

ML2 Kg-m 9650

Mom. restaur. trans. MRT Kg*m 215170

Mom. restaur. long. MRL Kg*m 215170

Momento restaurador MRa Kg-m 304296

Momento vuelco 1 Mv1 Kg-m 132340

Mom. vuelco trans. Mvt Kg-m 181955

Mom. vuelco long. Mvl Kg-m 184823

Momento vuelvo Mva Kg-m 259359

F.S. vuelco tracción FSvt MRa/Mva 1,30

F.S. volcamiento FSv menor FSvc, FSvt 1,30

Checheo Volcam. FSv > 1.30 O.K.

ESFUERZOS ACTUANTES MAYORADOS (CARGAS DE DISEÑO)

Hipotesis crítica

P' Kg

ht' m 2,20

Rt' Kg 6293

hl' m 2,20

Rl' Kg 6293

Mom. mayorado trans. MT' Kg*m 43230

Mom. mayorado long. ML' Kg*m 40000σp' Kg/m2

0σt' Kg/m2

5598σl' Kg/m2

6050

1 Kg/m24507

2 Kg/m2-7592

3 Kg/m2-6688

4 Kg/m2-18787

σm Kg/m2mayor 1, 2, 3, 4 4507

σm' Kg/m22º mayor 1, 2, 3, 4 -6688

Esf. último diseño σud Kg/m2 (σm+σm')/2 -1090

Esf. último punzonam. σup Kg/m2Prom (1, 2, 3, 4) -7140

CHEQUEO AL CORTE

L'(d) m 0,65

Φ 0,85

V Kg -2462ΦVc Kg 166800

Chequeo al corte V<FVc O.K.



CHEQUEO A PUNZONAMIENTO

α 1,00

Vcu' Kg/cm223,48

ΦVcu Kg/cm213,55

Vcu Kg/cm213,55

Vua Kg/cm2-1,66

Chequeo punzonam. Vua < FVcu O.K.

DISEÑO A FLEXION ACERO INFERIOR

L' m 1,38

Momento inferior Mi Kg-m -3608

Area de acero As' cm2-1,31

Area de acero mímima Asm cm245,99

Area de acero final As cm2mayor, As', Asm 45,99

Varilla No. 4

Area de varilla Av cm21,27

Número de varillas n As/Av 37

Separación varillas Sv cm 9

DISEÑO A FLEXION ACERO SUPERIOR

Esfuerzo últ.tracción σut Kg/m21234

Momento superior Ms Kg-m 4084

Area de acero As' cm21,67

Area de acero mímima Asm cm245,99

Area de acero final As cm2mayor, As', Asm 45,99

Varilla No. 4

Area varilla Av cm21,27


Separación varillas Sv cm 9

CALCULO DEL PEDESTAL A FLEXOCOMPRESION

Hipotesis crítica

Wcp Kg 4860

MTo Kg-m 38650

MLo Kg-m 36007

Mup Kg-m 52824

Pu Kg 80226

Φ 0,70

ψ 0,87

e/B 0,88

K 0,07

ρo de las tablas 0,0050

ρmin 0,01

ρot mayor (ρo, ρmin) 0,0050

As1 m² 28,13



CALCULO DEL PEDESTAL A FLEXOTENSION

Hipotesis crítica

ht m 2,20

Rt Kg 6293

Ml Kg-m 38326

hl m 2,20

Rl Kg 6293,21

Mt Kg-m 35978,58

Mu Kg-m 52567

Tu Kg 68819

Ast cm² 18,21

Asm cm² 19,87

As2 cm² Ast+Asm*3 77,81

CALCULO DEL PEDESTAL

As cm² mayor (As1, As2) 77,81

Varilla No. 6

Area varilla Av cm22,85


# varilla A # W

2 2 0,25

3 0,71 3 0,559

4 1,27 4 0,994

5 1,98 5 1,552

6 2,85 6 2,235

7 3,87 7 3,06

8 5,07 8 3,973



CALCULO DE VIGA DE AMARRE

L

A= 12,25 m2b Pter 0,92

FLEXION W= 4,59 t/mL= 4,77 m

d Mu= 1672,00 t-cmb= 50 cmd= 110 cmK= 0,00276ro= 0,00330

As= 18,15 cm²colocar 5 No 7

CORTANTE

V= 10,956 tvu= 3,187 kg/cm²

Ø vc= 6,350 kg/cm²

No requiere Refuerzo a cortantecolocar E Ø 3/8" cada 16 cm

LAS DIMENSIONES DE LA CIMENTACION CUMPLEN PARA NA NUEVA CONDICION.


ESTRUCTURA: REV. TC99+6m P=12.050m-EB. CERRO LA PITA.

CARGAS ACTUANTESTension Maxima T (ton) 75,623

Comprexion Maxima C (ton) -73,422

Fuerza Longitudinal en X Hx (ton) -11,284 -11,928

Fuerza Transversal en Y Hy (ton) 12,018 11,276

PLACA BASE B C t Dp m No pernos

cm. cm. cm cm cm. Bp Cp un

50 50 2,5 5 20,0 75 75 6,0

C

P

B m

n

t

p

Dp

Area Placa Colocada Ac 2.500 cm2

Acero A-36 Fy= 2.530 Kg /cm² Concreto. f'c= 210 Kg / cm²

Distancia n 10,0 cm

Area Requerida placa base Ar 666 cm2

Apoyo contacto pedestal Fp 110,250 Kg / cm²

Presion de Apoyo pp 29,369 kg / cm²

Esfuerzo de Flexion por Compresion Fb

Esfuerzo de Flexion Fb 1.645 Kg / cm² Acero A-36

Distancia al borde m 20,0 cm

Espesor Placa Base C t 2,31 cm

Esfuerzo de Flexion por Arranque Fb¨

Distancia al perno Dp 5 cm

Fuerza en el Perno Pt 12,60 Ton

Momento de Flexion Mf 63,0 Ton - cm

Espesor de la Placa Base Arr t 2,53 cm

Espesor Minimo Placa Base t 2,53 cm

Lado de la placa Base B 500 mm

Espesor de la Placa Base t 25 mm OK CUMPLE

CALCULO DE PLACA - BASE

Dimension

pedestal (cm)

ESTRUCTURA:

Diametro de los Pernos dp 0,88 plg

dp 2,22 cm

Material de los Pernos

Cantidad de Pernos 6 un

Area Total de Pernos Atp 23,28 cm²

Factor de Rosca 0,85

Numero de Hilos por Pulgada hp 9

Area Efectiva de Pernos Ap 17,88 cm²

Cargas de Trabajo

Fuerza de Arranque T 75,62 ton

Fuerza de Cortante Vux -11,28 ton

Fuerza de Cortante Vuy 12,02 ton

Fuerza de Cortante Vu 16,49 ton

Esfuerzo de Fluencia Fy 5,20 ton/cm²

Resistencia a la Tension Ft 3,36 ton/cm²

Resistencia al Corte Fv 2,24 ton/cm²

Area Efectiva de cada Perno Ae 2,98 cm²

Area Total por Perno Ap 3,88 cm²

Area Requerida por Arranque At 10,9 cm²

Area Requerida Arranque Diseño Atm 15,3 cm²

Numero de Pernos Minimo Np 6 un

Pernos a Colocar 6 un

Diametro del Perno 22 mm

Area Neta de Pernos Anp 17,88 cm²

AREA DE PERNOS > AREA REQUERIDA OK CUMPLE

DISEÑO DE PERNOS DE ANCLAJE

REV. TC99+6m P=12.050m-EB. CERRO LA PITA.

SAE 1045 CALIBRADO


Calle 1010 No. 70G-25 PBX: +(571) 226 9999


Bogotá, D.C. 13 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 LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE SECCION SECCION SECCION SECCION CUADRADACUADRADACUADRADACUADRADA VARIABLEVARIABLEVARIABLEVARIABLE, de 99 metros de altura, Localizada En la ESTACION EB.

CERRO LA PITA, entre los Municipios de Carmen de Bolívar y Ovejas, Departamento de Sucre,

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/EIANORMA TIA/EIANORMA TIA/EIANORMA TIA/EIA----222222222222----F y las NORMAS COLOMBIANAS DE DISEÑO Y F y las NORMAS COLOMBIANAS DE DISEÑO Y F y las NORMAS COLOMBIANAS DE DISEÑO Y F y las NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCIÓN SISMOCONSTRUCCIÓN SISMOCONSTRUCCIÓN SISMOCONSTRUCCIÓN SISMO----RESISTENTE, NSRRESISTENTE, NSRRESISTENTE, NSRRESISTENTE, NSR----10.10.10.10. Por lo tanto, asumo la responsabilidad por los perjuicios que puedan ocasionar los diseños

presentados y exonero al Departamento de Planeación del Municipio de Carmen de Bolívar,

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.

1. Que LONDOÑO MESA, CARLOS EDUARDO con Cédula de Ciudadanía N° 91228746, seencuentra inscrito (a) en el Registro Profesional Nacional que lleva ésta entidad, comoINGENIERO 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 ejerzasu profesión en todo el territorio de la República de Colombia, de conformidad con lodispuesto en la Ley 842 de 2003.

3. Que la referida Matrícula Profesional se encuentra vigente, por lo cual el profesionalcertificado 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., alos nueve (9) día(s) del mes de julio del año dos mil trece (2013).

El presente es un documento público expedido electrónicamente con firma mecánica (Artículo 12, Decreto 2150 de 1995) y con firmadigital que garantiza su plena validez jurídica y probatoria según lo establecido en la Ley 527 de 1999.

CERTIFICA:

CARLOS ALBERTO JARAMILLO JARAMILLO

Para verificar la integridad e inalterabilidad del presente documento consulte en el sitio web: www.copnia.gov.co, digitando el siguiente número decertificado: 17847582 y el código de verificación: RTI5F207

Firma del Titular (*)

www.copnia.gov.coCalle 78 N°9 - 57 Piso 13 - Bogotá D.C. Pbx: 3220102 - correo-e: [email protected]

EL DIRECTOR GENERAL

REPÚBLICA DE COLOMBIACONSEJO PROFESIONAL NACIONAL DE INGENIERÍA

COPNIA

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CERTIFICADO DE VIGENCIA YANTECEDENTES DISCIPLINARIOS N° 17847582

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INFORME FOTOGRAFICO.

EB. CERRO LA PITA.

Cliente: Nombre : EB. CERRO LA PITA. Ciudad :

Dirección : Depto :

Foto General de Torre

REGISTRO FOTOGRAFICO

Carmen de BolívarRTVC

Entre los Municipio de Carmen de Bolívar y Ovejas. SUCRE

Foto General de Torre

Panoramica de la Torre

1/9


Photo 1 Photo 2

Panorámica 3Panorámica 2

placa base y pedestal Base tramo 1 Torre

Photo 3 Photo 4

2/9


Photo 5 Photo 6

Placa base parte exterior Escalera de cables horizontal

Photo 8

Llegada de elementos a montante Empalme exterior de montantes

3/9


Photo 9 Photo 10

Empalme interior de montantes Detalle de transicion

Photo 11 Photo 12

Empalme interior de montantes Detalle de antenas MW

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Photo 14

Detalle de antenas MW Detalle soportes y antenas

Detalle de antenas MW Excavación en Cimentación.

Photo 15 Photo 16

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Photo 17 Photo 17

Excavación en Cimentación. Sistema de vigas da amarre de la cimentación

Detalle transición parte interna

Photo 33 Photo 34

Sistema de vigas da amarre de la cimentación

6/9


Photo 35 Photo 36

Ancho de primer montante Cierres internos torre

Photo 37 Photo 38

Parte interna torre y escaleras Detalle luces de obstrucción

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Photo 39 Photo 40

Cierres internos torre Detalle antenas MW

Photo 41 Photo 42

Detalle empalme de montantes y llegada de redundantes Vista interna de la torre parte inferior

8/9


Photo 53 Photo 54

Panoramica de la torre Antena tipo Grip

Photo 55 Photo 56

Pararrayos Parte interna torre tramo superior

9/9

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