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DOLMEN Integración de Proyectos

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Radio Televisión Nacional de Colombia.

MEMORIAS DE CÁLCULO

ESTRUCTURAL.

TORRE CUADRADA H=65.0m SECCION VARIABLE.

ANCHO DE PATA = 12.900m

ESTACION BASE: SIMON BOLIVAR. Ubicada en San Andres - Islas.

Departamento de San Andres.

Septiembre 2013.

INFORME TECNICO. Condición Actual Se requiere refuerzo.

Eficiencia General Condición Nueva + Refuerzo: Montantes 67.9%, Diagonales 68.2%, Horizontales 58.6% y Tornillos 59.4%.


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INDICE

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

9.0 Inspección Técnica

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


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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 65.0 metros de altura. Ubicada en la estación: EB. SIMON BOLIVAR – San Andres Islas. 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 12.900 m. Esta medida es variable hasta llegar a una altura de 12.0 m, donde es 5.90 m. Continuando en sección variable hasta los 32.0 m, donde es 1.90 m. Continuando en sección constante hasta los 42.0 m. Continuando en sección variables hasta los 45 m, donde es 1.00 m. Continuando en sección constante hasta los 65.0 m.

CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 99.0 m 1 ANTENA OMNI – NIVELES 62.0 m A 65.0m – B. 20 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 56.0 AL 59.0m – POR LAS CUATRO CARAS. 1 ANTENA MW Ø2.40m – NIVEL 52.5 m – A. 5 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 39.0 AL 42.0m – POR EL MONTANTE - B. 1 ANTENA GRIP Ø2.40m – NIVEL 38.5 m – A. 1 ANTENA MW Ø2.40m – NIVEL 34.5 m – A.

17 CABLES GUIA DE ONDA Ø1/2” PARA ANTENAS TV – D 3 CABLES GUIA DE ONDA Ø7/8” PARA ANTENAS MW – D

CONDICION FUTURA:

3 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 65.0 m – B, C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 64.0 m – C y D. 5 CABLES GUIA DE ONDA Ø1” PARA ANTENAS RF – D.


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PANORAMICA TC65m – 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 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 = 130 KPH (Zona 5) Deflexiones se calculan con Velocidad de viento, V = 65 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 65.0 m. De altura, objeto de este documento. Se consideran siete hipótesis de carga:

1- Carga Muerta 2- Viento (130 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º. 3- Viento (130 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º. 4- Viento (130 KPH) Caga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º. 5- Viento (65 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 (65 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º, con cargas de operación. 7- Viento (65 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 65.0 m) de tal manera que cumpla con el requisito de que, la deflexión en este punto, a 65 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 130 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 65.0m, de la estación: EB. SIMON BOLIVAR – San Andres Islas, tenemos: LA TORRE NO CUMPLE. Fallan los Diagonales T14, T13 y T12. Porcentaje máximo de utilización Diagonal (T13) 227.6% > 100%. NO.

PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.


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Ver Salida 1 – Condición Actual.

En la CONDICION NUEVA, con las antenas relacionadas (Existentes) más tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 65.0m, dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 64.0m y las características estructurales de la torre para una velocidad de viento de 130 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 65.0m, de la estación: EB. SIMON BOLIVAR – San Andres Islas, tenemos: LA TORRE NO CUMPLE. Fallan los Diagonales T14, T13 y T12. Porcentaje máximo de utilización Diagonal (T13) 253.5% > 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 tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 65.0m, dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 64.0m y las características estructurales de la torre para una velocidad de viento de 130 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 65.0m, de la estación: EB. SIMON BOLIVAR – San Andres Islas tenemos: LA TORRE CUMPLE.

Porcentaje máximo de utilización Diagonal (T13) 68.1% < 100%. Ok.


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SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.


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


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 presenta algunos diagonales 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. REFUERZO DIAGONALES: -Desde el nivel 6.0m al nivel 12.0m (T14), hacer división a L/3, con ángulos de L64x64x6.4H, L64x64x4.8H y L51x51x4.8H A-572 Grado 50. Hacer dos (2) cierres horizontales. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 12.0m al nivel 18.0m (T13), hacer división a L/3, con ángulos de L51x51x4.8H A-572 Grado 50. Hacer dos (2) cierres horizontales. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 18.0m al nivel 23.0m (T12), hacer división a L/3, con ángulos de L51x51x4.8H A-572 Grado 50. Hacer dos (2) cierres horizontales. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los diagonales. Una vez realizado el refuerzo se puede proceder a la instalación de tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 65.0m y dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 64.0m.

MATERIAL APROXIMADO DE REFUERZO EN TORRE:

Refuerzo Diagonales (T14) en 1L64x6.4H 110 Kg





Tornillos en refuerzo de Diagonales 30 Kg

Peso aproximado del Refuerzo 400 Kg


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

RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE

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

MONTANTE (T8) 57.9% (T8) 67.9% (T8) 67.9%

DIAGONAL (T13) 227.6% (T13) 253.5% (T13) 68.1%

HORIZONTAL (T12) 50.4% (T12) 58.5% (T12) 58.5%

TORNILLOS 50.5% 59.4% 59.4%


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9.0 INSPECCION TECNICA. ESTRUTURA: Se recomienda el cambio de diagonales que presentan alta corrosión entre los niveles 45.0 y 65.0 metros, los demás entre estos niveles raspar, lavar y hacer tratamiento de galvanizado en frio. Luego aplicar base y pintura. PINTURA: Se encuentra en un 75% en mal estado, se recomienda raspado, lavado y aplicación de pintura en general. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre, se deben reemplazar los últimos 24 metros, pues se encuentran en alto grado de oxidación. ESCALERA DE CABLES: Uno (1) Por el centro de la torre en un 60% de uso. Se deben reemplazar los últimos 24 metros, pues se encuentran en alto grado de oxidación. LUCES DE OBSTRUCCION: En mal estado no funcionan. Se debe revisar el sistema eléctrico y cambio de luces de obstrucción y balizaje SISTEMA DE TIERRAS: En buen estado. Se deben reemplazar las platinas de cobre y las terminales. TORNILLOS: ASTM A-394 T0, un 35% en mal estado por oxidación, se recomienda el reemplazo y torque general de la tornillería. Usando tornillos ASTM A-325 Tipo 1. Anexos: Registro Fotográfico.


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


CONDICION ACTUAL.

EB. SIMON BOLIVAR.

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.

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

FAX: 57 (1) 2269999.

Job: SILUETA DE CALCULO-TC65m PATA=12.900m V=130 KPH

Project: EVALUACION ESTRUCTURAL EB. SAN ANDRES - CONDICION ACTUAL.

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

Code: TIA/EIA-222-F Date: 09/16/13 Scale: NTS Path:

D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR.eri

Dwg No. E-1

65.0 m

63.0 m

57.0 m

51.0 m

45.0 m

43.5 m

42.0 m

37.0 m

32.0 m

30.0 m

27.0 m

23.0 m

18.0 m

12.0 m

6.0 m

0.0 m

REACTIONS - 130 kph WINDTORQUE 1913 kg-m

15312 kgSHEAR

511717 kg-mMOMENT

24763 kgAXIAL

SHEAR: 12658 kgUPLIFT: -22184 kgDOWN: 33915 kg

MAX. CORNER REACTIONS AT BASE:

S

ection

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

Legs

L102x102x10

L102x102x13

L127x127x13

2L127x127x13

Leg G

rade

A572-5

0

D

iagonals

L51x51x5

2L76x76x6

L76x76x6

L102x102x6

L76x76x6

L102x102x10

D

iagonal G

rade

A36

T

op G

irts

L64x64x5

L64x64x6

L76x76x6

N.A

.L102x102x6

N.A

.

M

id G

irts

N.A

.L51x51x5

N.A

.L64x64x6

N.A

.

H

orizonta

lsN

.A.

L76x76x6

N.A

.L102x102x6

F

ace W

idth

(m

)1

1.4

51.9

2.3

2.9

3.7

4.7

5.9

9.4

12.9

# P

anels

@ (

m)

7 @

26 @

1.5

4 @

2.5

1 @

21 @

31 @

41 @

53 @

6

W

eig

ht (k

g)

298.4

883.7

1045.9

1089.5

543.3

622.6

1256.6

1408.5

994.4

1427.0

1658.1

2088.0

2542.1

3422.3

3988.4

23268.9

CxMANTENIMIENTO 99ANT OMNI L=3m (E) 63.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.5HP8-102 (1 ANT MW Ø2.40m E) 52.52 ANT TV 0.30x1.20m (E) 41.52 ANT TV 0.30x1.20m (E) 40.51 ANT TV 0.30x1.20m (E) 39.5KP8F-13 (1 ANT GRIP Ø2.40m E) 38.5HP8-102 (1 ANT MW Ø2.40m E) 34.5DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATIONCxMANTENIMIENTO 99

ANT OMNI L=3m (E) 63.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

HP8-102 (1 ANT MW Ø2.40m E) 52.5

2 ANT TV 0.30x1.20m (E) 41.5

2 ANT TV 0.30x1.20m (E) 40.5

1 ANT TV 0.30x1.20m (E) 39.5

KP8F-13 (1 ANT GRIP Ø2.40m E) 38.5

HP8-102 (1 ANT MW Ø2.40m E) 34.5

MATERIAL STRENGTHGRADE GRADEFy FyFu Fu

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

TOWER DESIGN NOTES1. Tower designed for a 130 kph basic wind in accordance with the TIA/EIA-222-F Standard.2. Deflections are based upon a 65 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: 227.6%

RRIISSAATToowweerr Job

TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH

Page

1 of 49

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

Project

EVALUACION ESTRUCTURAL EB. SAN ANDRES - CONDICION ACTUAL.

Date

13:43:38 09/16/13

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 65.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.0000 m at the top and 12.9000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply:

Basic wind speed of 130 kph. Deflections calculated using a wind speed of 65 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 49


Project


Date

13:43:38 09/16/13


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 65.0000-63.0000 1.0000 1 2.0000 T2 63.0000-57.0000 1.0000 1 6.0000 T3 57.0000-51.0000 1.0000 1 6.0000 T4 51.0000-45.0000 1.0000 1 6.0000 T5 45.0000-43.5000 1.0000 1 1.5000 T6 43.5000-42.0000 1.4500 1 1.5000 T7 42.0000-37.0000 1.9000 1 5.0000 T8 37.0000-32.0000 1.9000 1 5.0000 T9 32.0000-30.0000 1.9000 1 2.0000 T10 30.0000-27.0000 2.3000 1 3.0000 T11 27.0000-23.0000 2.9000 1 4.0000 T12 23.0000-18.0000 3.7000 1 5.0000 T13 18.0000-12.0000 4.7000 1 6.0000 T14 12.0000-6.0000 5.9000 1 6.0000 T15 6.0000-0.0000 9.4000 1 6.0000

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 65.0000-63.0000 2.0000 X Brace No No 0 0 T2 63.0000-57.0000 2.0000 X Brace No No 0 0 T3 57.0000-51.0000 2.0000 X Brace No No 0 0 T4 51.0000-45.0000 1.5000 X Brace No No 0 0



Page

3 of 49


Project


Date

13:43:38 09/16/13


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

T5 45.0000-43.5000 1.5000 X Brace No No 0 0 T6 43.5000-42.0000 1.5000 X Brace No No 0 0 T7 42.0000-37.0000 2.5000 X Brace No No 0 0 T8 37.0000-32.0000 2.5000 X Brace No No 0 0 T9 32.0000-30.0000 2.0000 X Brace No No 0 0 T10 30.0000-27.0000 3.0000 X Brace No No 0 0 T11 27.0000-23.0000 4.0000 K Brace Down No Yes 0 0 T12 23.0000-18.0000 5.0000 K Brace Up No Yes 0 0 T13 18.0000-12.0000 6.0000 K Brace Down No Yes 0 0 T14 12.0000-6.0000 6.0000 K Brace Up No Yes 0 0 T15 6.0000-0.0000 6.0000 K Brace Down No Yes 0 0


Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1 65.0000-63.0000

Equal Angle L102x102x10 A572-50 (344738 kPa)

Equal Angle L51x51x5 A36 (248211 kPa)

T2 63.0000-57.0000



T3 57.0000-51.0000



T4 51.0000-45.0000



T5 45.0000-43.5000


Double Angle 2L76x76x6 A36 (248211 kPa)

T6 43.5000-42.0000



T7 42.0000-37.0000



T8 37.0000-32.0000



T9 32.0000-30.0000

Arbitrary Shape 2L127x127x13 A572-50 (344738 kPa)


T10 30.0000-27.0000



T11 27.0000-23.0000



T12 23.0000-18.0000



T13 18.0000-12.0000



T14 12.0000-6.0000



T15 6.0000-0.0000





Page

4 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Elevation

m

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1 65.0000-63.0000


Equal Angle A36 (248211 kPa)

T2 63.0000-57.0000



T3 57.0000-51.0000



T4 51.0000-45.0000



T5 45.0000-43.5000



T6 43.5000-42.0000



T7 42.0000-37.0000



T8 37.0000-32.0000



T9 32.0000-30.0000



T10 30.0000-27.0000



T11 27.0000-23.0000


Single Angle A36 (248211 kPa)

T12 23.0000-18.0000



T14 12.0000-6.0000




Tower

Elevation

m

No.

of

Mid

Girts

Mid Girt

Type

Mid Girt

Size

Mid Girt

Grade

Horizontal

Type

Horizontal

Size

Horizontal

Grade

T2 63.0000-57.0000

3 Equal Angle L51x51x5 A36 (248211 kPa)


T3 57.0000-51.0000



T4 51.0000-45.0000



T7 42.0000-37.0000


Solid Round A36 (248211 kPa)

T8 37.0000-32.0000



T11 27.0000-23.0000

None Equal Angle A36 (248211 kPa)


T12 23.0000-18.0000



T13 18.0000-12.0000



T14 12.0000-6.0000



T15 6.0000-0.0000





Page

5 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Elevation

m

Gusset

Area

(per face)

m2

Gusset

Thickness

mm

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 65.0000-63.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T2 63.0000-57.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T3 57.0000-51.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T4 51.0000-45.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T5 45.0000-43.50

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T6 43.5000-42.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T7 42.0000-37.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T8 37.0000-32.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T9 32.0000-30.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T10 30.0000-27.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T11 27.0000-23.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T12 23.0000-18.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T13 18.0000-12.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T14 12.0000-6.000

0

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T15 6.0000-0.0000

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0



Page

6 of 49


Project


Date

13:43:38 09/16/13


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 65.0000-63.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T2 63.0000-57.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T3 57.0000-51.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T4 51.0000-45.00

00

No No 0.5 1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

T5 45.0000-43.50

00

No No 0.5 1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

T6 43.5000-42.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T7 42.0000-37.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T8 37.0000-32.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T9 32.0000-30.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T10 30.0000-27.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T11 27.0000-23.00

00

No No 0.33 1 1

1 0.33

1 1

0.5 0.5

1 1

1 1

1 1

T12 23.0000-18.00

00

No No 0.33 1 1

1 0.33

1 1

1 1

1 0.5

1 1

1 1

T13 18.0000-12.00

00

No No 0.33 1 1

1 0.33

1 1

0.5 0.25

1 1

1 1

1 1

T14 12.0000-6.000

0

No No 0.33 1 1

1 0.33

1 1

0.5 0.25

1 1

1 1

1 1

T15 6.0000-0.0000

No No 0.33 1 1

0.33 0.33

1 1

0.5 0.25

0.5 0.25

1 1

1 1

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

7 of 49


Project


Date

13:43:38 09/16/13


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 65.0000-63.00

00

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

T2 63.0000-57.00

00

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

T3 57.0000-51.00

00

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

T4 51.0000-45.00

00

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

T5 45.0000-43.50

00

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

T6 43.5000-42.00

00

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

T7 42.0000-37.00

00

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

T8 37.0000-32.00

00

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

T9 32.0000-30.00

00

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

T10 30.0000-27.00

00

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

T11 27.0000-23.00

00

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

T12 23.0000-18.00

00

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

T13 18.0000-12.00

00

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

T14 12.0000-6.000

0

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

T15 6.0000-0.0000

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



Page

8 of 49


Project


Date

13:43:38 09/16/13


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 65.0000-63.00

00

Sleeve SS 19 A394T0

4 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T2 63.0000-57.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T3 57.0000-51.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T4 51.0000-45.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T5 45.0000-43.50

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T6 43.5000-42.00

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T7 42.0000-37.00

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T8 37.0000-32.00

00

Sleeve SS 19 A394T0

16 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T9 32.0000-30.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T10 30.0000-27.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T11 27.0000-23.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T12 23.0000-18.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T13 18.0000-12.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T14 12.0000-6.000

0

Sleeve SS 19 A394T0

16 16 A394T0

4 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T15 6.0000-0.0000

Sleeve SS 19 A394T0

16 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

3 16 A394T0

0



Page

9 of 49


Project


Date

13:43:38 09/16/13


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 (8 ANT TV E)

D No Ar (CfAe) 58.5000 - 0.0000 4 4 15 15 0.37

1/2 (8 ANT TV E)

D No Ar (CfAe) 57.5000 - 0.0000 4 4 15 15 0.37

1/2 (4 ANT TV E)

D No Ar (CfAe) 56.5000 - 0.0000 4 4 15 15 0.37

1/2 (2 ANT TV E)

D No Ar (CfAe) 41.5000 - 0.0000 2 2 15 15 0.37

1/2 (2 ANT TV E)

D No Ar (CfAe) 40.5000 - 0.0000 2 2 15 15 0.37

1/2 (1 ANT TV E)

D No Ar (CfAe) 39.5000 - 0.0000 1 1 15 15 0.37

7/8 (1 ANT MW E)

D No Ar (CfAe) 52.5000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT GRIP E)

D No Ar (CfAe) 38.5000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT MW E)

D No Ar (CfAe) 34.5000 - 0.0000 1 1 28 28 0.80

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 65.0000-63.0000 A B C D

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

0.00 0.00 0.00 0.00

T2 63.0000-57.0000 A B C D

0.000 0.000 0.000 0.118

0.000 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 2.98

T3 57.0000-51.0000 A B C D

0.000 0.000 0.000 1.074

0.000 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 27.25

T4 51.0000-45.0000 A B C D

0.000 0.000 0.000 1.230

0.000 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 31.61

T5 45.0000-43.5000 A B C D

0.000 0.000 0.000 0.307

0.000 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 7.90

T6 43.5000-42.0000 A B C D

0.000 0.000 0.000 0.307

0.000 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 7.90

T7 42.0000-37.0000 A B C D

0.000 0.000 0.000 1.340

0.000 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 34.43

T8 37.0000-32.0000 A B C

0.000 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



Page

10 of 49


Project


Date

13:43:38 09/16/13


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 1.605 0.000 0.000 0.000 41.67 T9 32.0000-30.0000 A

B C D

0.000 0.000 0.000 0.670

0.000 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 17.47

T10 30.0000-27.0000 A B C D

0.000 0.000 0.000 1.005

0.000 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 26.21

T11 27.0000-23.0000 A B C D

0.000 0.000 0.000 1.340

0.000 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 34.94

T12 23.0000-18.0000 A B C D

0.000 0.000 0.000 1.675

0.000 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 43.68

T13 18.0000-12.0000 A B C D

0.000 0.000 0.000 2.010

0.000 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 52.41

T14 12.0000-6.0000 A B C D

0.000 0.000 0.000 2.010

0.000 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 52.41

T15 6.0000-0.0000 A B C D

0.000 0.000 0.000 2.010

0.000 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 52.41

Feed Line Center of Pressure

Section Elevation

m

CPX

mm

CPZ

mm

CPX

Ice

mm

CPZ

Ice

mm

T1 65.0000-63.0000 0 0 0 0 T2 63.0000-57.0000 0 7 0 7 T3 57.0000-51.0000 0 56 0 56 T4 51.0000-45.0000 0 60 0 60 T5 45.0000-43.5000 0 61 0 61 T6 43.5000-42.0000 0 75 0 75 T7 42.0000-37.0000 0 119 0 119 T8 37.0000-32.0000 0 127 0 127 T9 32.0000-30.0000 0 197 0 197

T10 30.0000-27.0000 0 263 0 263 T11 27.0000-23.0000 0 418 0 418 T12 23.0000-18.0000 0 522 0 522 T13 18.0000-12.0000 0 630 0 630 T14 12.0000-6.0000 0 674 0 674 T15 6.0000-0.0000 0 738 0 738



Page

11 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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

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

ANT OMNI L=3m (E)

B From Leg 0.4000 0.0000 0.0000

0.0000 63.5000 No Ice 0.1500 0.1500 85.00

2 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

1 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00



Page

12 of 49


Project


Date

13:43:38 09/16/13


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

2 ANT TV 0.30x1.20m (E)

B From Leg 0.6000 0.0000 0.0000

0.0000 41.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Leg 0.6000 0.0000 0.0000

0.0000 40.5000 No Ice 0.3000 0.0800 24.00

1 ANT TV 0.30x1.20m (E)

B From Leg 0.6000 0.0000 0.0000

0.0000 39.5000 No Ice 0.1500 0.0400 12.00

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

HP8-102 (1 ANT MW Ø2.40m

E)

A Paraboloid w/Shroud (HP)

From Leg

0.4000 0.0000 0.0000

Worst 52.5000 2.4384 No Ice 4.6693 113.85

KP8F-13 (1 ANT GRIP

Ø2.40m E)

A Grid From Leg

0.4000 0.0000 0.0000

Worst 38.5000 2.4384 No Ice 3.7356 127.91

HP8-102 (1 ANT MW Ø2.40m

E)


From Leg

0.4000 0.0000 0.0000

Worst 34.5000 2.4384 No Ice 4.6693 113.85

Tower Pressures - No Ice

GH = 1.110

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 65.0000-63.00

00

64.0000 1.697 1.36 2.115 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.000

0.406 55.34 55.34 55.34 55.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 63.0000-57.00

00

60.0000 1.666 1.33 6.345 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 0.118

1.219 55.98 55.98 55.98 53.11

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 57.0000-51.00

00

54.0000 1.616 1.29 6.359 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 1.074

1.219 55.98 55.98 55.98 37.50

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000



Page

13 of 49


Project


Date

13:43:38 09/16/13


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 51.0000-45.00

00

48.0000 1.563 1.25 6.359 A B C D

2.279 2.279 2.279 2.279

0.000 0.000 0.000 1.230

1.219 53.51 53.51 53.51 34.75

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 45.0000-43.50

00

44.2500 1.527 1.22 1.928 A B C D

0.706 0.706 0.706 0.706

0.000 0.000 0.000 0.307

0.312 44.15 44.15 44.15 30.75

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 43.5000-42.00

00

42.7500 1.512 1.21 2.603 A B C D

0.793 0.793 0.793 0.793

0.000 0.000 0.000 0.307

0.312 39.29 39.29 39.29 28.31

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 42.0000-37.00

00

39.5000 1.478 1.18 9.799 A B C D

2.365 2.365 2.365 2.365

0.000 0.000 0.000 1.340

1.016 42.95 42.95 42.95 27.42

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 37.0000-32.00

00

34.5000 1.422 1.14 9.862 A B C D

2.632 2.632 2.632 2.632

0.000 0.000 0.000 1.605

1.270 48.24 48.24 48.24 29.97

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 32.0000-30.00

00

31.0000 1.379 1.10 4.455 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.670

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 30.0000-27.00

00

28.5000 1.347 1.08 8.183 A B C D

0.998 0.998 0.998 0.998

0.000 0.000 0.000 1.005

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 27.0000-23.00

00

25.0000 1.297 1.04 13.711 A B C D

0.993 0.993 0.993 0.993

0.000 0.000 0.000 1.340

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 23.0000-18.00

00

20.5000 1.226 0.98 21.638 A B C D

1.274 1.274 1.274 1.274

0.000 0.000 0.000 1.675

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 18.0000-12.00

00

15.0000 1.121 0.90 32.566 A B C D

1.620 1.620 1.620 1.620

0.000 0.000 0.000 2.010

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 12.0000-6.000

0

9.0000 1 0.80 46.694 A B C D

2.358 2.358 2.358 2.358

0.000 0.000 0.000 2.010

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 6.0000-0.0000

3.0000 1 0.80 67.694 A B C D

3.300 3.300 3.300 3.300

0.000 0.000 0.000 2.010

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

14 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Tower Pressure - Service

GH = 1.110

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 65.0000-63.00

00

64.0000 1.697 0.34 2.115 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.000

0.406 55.34 55.34 55.34 55.34

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 63.0000-57.00

00

60.0000 1.666 0.33 6.345 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 0.118

1.219 55.98 55.98 55.98 53.11

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 57.0000-51.00

00

54.0000 1.616 0.32 6.359 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 1.074

1.219 55.98 55.98 55.98 37.50

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 51.0000-45.00

00

48.0000 1.563 0.31 6.359 A B C D

2.279 2.279 2.279 2.279

0.000 0.000 0.000 1.230

1.219 53.51 53.51 53.51 34.75

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 45.0000-43.50

00

44.2500 1.527 0.31 1.928 A B C D

0.706 0.706 0.706 0.706

0.000 0.000 0.000 0.307

0.312 44.15 44.15 44.15 30.75

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 43.5000-42.00

00

42.7500 1.512 0.30 2.603 A B C D

0.793 0.793 0.793 0.793

0.000 0.000 0.000 0.307

0.312 39.29 39.29 39.29 28.31

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 42.0000-37.00

00

39.5000 1.478 0.30 9.799 A B C D

2.365 2.365 2.365 2.365

0.000 0.000 0.000 1.340

1.016 42.95 42.95 42.95 27.42

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 37.0000-32.00

00

34.5000 1.422 0.28 9.862 A B C D

2.632 2.632 2.632 2.632

0.000 0.000 0.000 1.605

1.270 48.24 48.24 48.24 29.97

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 32.0000-30.00

00

31.0000 1.379 0.28 4.455 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.670

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 30.0000-27.00

00

28.5000 1.347 0.27 8.183 A B C D

0.998 0.998 0.998 0.998

0.000 0.000 0.000 1.005

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 27.0000-23.00

00

25.0000 1.297 0.26 13.711 A B C D

0.993 0.993 0.993 0.993

0.000 0.000 0.000 1.340

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 23.0000-18.00

00

20.5000 1.226 0.25 21.638 A B C D

1.274 1.274 1.274 1.274

0.000 0.000 0.000 1.675

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 18.0000-12.00

00

15.0000 1.121 0.22 32.566 A B C D

1.620 1.620 1.620 1.620

0.000 0.000 0.000 2.010

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

15 of 49


Project


Date

13:43:38 09/16/13


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

T14 12.0000-6.000

0

9.0000 1 0.20 46.694 A B C D

2.358 2.358 2.358 2.358

0.000 0.000 0.000 2.010

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 6.0000-0.0000

3.0000 1 0.20 67.694 A B C D

3.300 3.300 3.300 3.300

0.000 0.000 0.000 2.010

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

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 65.0000-63.00

00

0.00 298.35 A B C D

0.347 0.347 0.347 0.347

2.434 2.434 2.434 2.434

0.631 0.631 0.631 0.631

1 1 1 1

1 1 1 1

0.734 0.734 0.734 0.734

274.41 137.20 D

T2 63.0000-57.00

00

2.98 883.69 A B C D

0.343 0.343 0.343 0.362

2.446 2.446 2.446 2.389

0.63 0.63 0.63

0.637

1 1 1 1

1 1 1 1

2.178 2.178 2.178 2.253

811.29 135.22 D

T3 57.0000-51.00

00

27.25 1045.94 A B C D

0.342 0.342 0.342 0.511

2.449 2.449 2.449 2.029

0.63 0.63 0.63

0.703

1 1 1 1

1 1 1 1

2.178 2.178 2.178 2.933

870.46 145.08 D

T4 51.0000-45.00

00

31.61 1089.51 A B C D

0.358 0.358 0.358 0.552

2.399 2.399 2.399 1.962

0.635 0.635 0.635 0.725

1 1 1 1

1 1 1 1

2.279 2.279 2.279 3.170

879.97 146.66 D

T5 45.0000-43.50

00

7.90 543.33 A B C D

0.366 0.366 0.366 0.525

2.377 2.377 2.377 2.004

0.638 0.638 0.638 0.711

1 1 1 1

1 1 1 1

0.706 0.706 0.706 0.924

255.97 170.65 D

T6 43.5000-42.00

00

7.90 622.60 A B C D

0.305 0.305 0.305 0.423

2.574 2.574 2.574 2.221

0.617 0.617 0.617 0.661

1 1 1 1

1 1 1 1

0.793 0.793 0.793 0.996

302.72 201.81 D

T7 42.0000-37.00

00

34.43 1256.62 A B C D

0.241 0.241 0.241 0.378

2.809 2.809 2.809 2.341

0.6 0.6 0.6

0.643

1 1 1 1

1 1 1 1

2.365 2.365 2.365 3.227

1010.48 202.10 D

T8 37.0000-32.00

00

41.67 1408.53 A B C D

0.267 0.267 0.267

0.43

2.71 2.71 2.71

2.203

0.606 0.606 0.606 0.664

1 1 1 1

1 1 1 1

2.632 2.632 2.632 3.698

1048.72 209.74 D

T9 32.0000-30.00

00

17.47 994.41 A B C D

0.165 0.165 0.165 0.315

3.136 3.136 3.136 2.538

0.584 0.584 0.584 0.621

1 1 1 1

1 1 1 1

0.734 0.734 0.734 1.150

364.38 182.19 D

T10 30.0000-27.00

00

26.21 1427.04 A B C D

0.122 0.122 0.122 0.245

3.34 3.34 3.34

2.795

0.578 0.578 0.578 0.601

1 1 1 1

1 1 1 1

0.998 0.998 0.998 1.602

545.72 181.91 D

T11 27.0000-23.00

34.94 1658.13 A B

0.072 0.072

3.593 3.593

0.573 0.573

1 1

1 1

0.993 0.993

649.10 162.28 D



Page

16 of 49


Project


Date

13:43:38 09/16/13


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

0.072 0.17

3.593 3.112

0.573 0.585

1 1

1 1

0.993 1.777

T12 23.0000-18.00

00

43.68 2088.01 A B C D

0.059 0.059 0.059 0.136

3.667 3.667 3.667

3.27

0.572 0.572 0.572 0.579

1 1 1 1

1 1 1 1

1.274 1.274 1.274 2.244

814.01 162.80 D

T13 18.0000-12.00

00

52.41 2542.12 A B C D

0.05 0.05 0.05

0.111

3.716 3.716 3.716 3.392

0.571 0.571 0.571 0.576

1 1 1 1

1 1 1 1

1.620 1.620 1.620 2.778

956.05 159.34 D

T14 12.0000-6.000

0

52.41 3422.28 A B C D

0.05 0.05 0.05

0.094

3.712 3.712 3.712 3.483

0.571 0.571 0.571 0.574

1 1 1 1

1 1 1 1

2.358 2.358 2.358 3.513

1107.21 184.53 D

T15 6.0000-0.0000

52.41 3988.36 A B C D

0.049 0.049 0.049 0.078

3.722 3.722 3.722 3.562

0.571 0.571 0.571 0.573

1 1 1 1

1 1 1 1

3.300 3.300 3.300 4.452

1434.98 239.16 D

Sum Weight: 433.27 23268.93 OTM 344220 kg-m

11325.47

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 65.0000-63.00

00

0.00 298.35 A B C D

0.347 0.347 0.347 0.347

2.434 2.434 2.434 2.434

0.631 0.631 0.631 0.631

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.881 0.881 0.881 0.881

329.29 164.64 D

T2 63.0000-57.00

00

2.98 883.69 A B C D

0.343 0.343 0.343 0.362

2.446 2.446 2.446 2.389

0.63 0.63 0.63

0.637

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 2.703

973.55 162.26 D

T3 57.0000-51.00

00

27.25 1045.94 A B C D

0.342 0.342 0.342 0.511

2.449 2.449 2.449 2.029

0.63 0.63 0.63

0.703

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 3.519

1044.55 174.09 D

T4 51.0000-45.00

00

31.61 1089.51 A B C D

0.358 0.358 0.358 0.552

2.399 2.399 2.399 1.962

0.635 0.635 0.635 0.725

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.734 2.734 2.734 3.805

1055.96 175.99 D

T5 45.0000-43.50

00

7.90 543.33 A B C D

0.366 0.366 0.366 0.525

2.377 2.377 2.377 2.004

0.638 0.638 0.638 0.711

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.847 0.847 0.847 1.109

307.17 204.78 D

T6 43.5000-42.00

00

7.90 622.60 A B C D

0.305 0.305 0.305 0.423

2.574 2.574 2.574 2.221

0.617 0.617 0.617 0.661

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.952 0.952 0.952 1.195

363.26 242.17 D

T7 42.0000-37.00

00

34.43 1256.62 A B C D

0.241 0.241 0.241 0.378

2.809 2.809 2.809 2.341

0.6 0.6 0.6

0.643

1.181 1.181 1.181

1.2

1.181 1.181 1.181

1.2

2.794 2.794 2.794 3.872

1212.58 242.52 D

T8 41.67 1408.53 A 0.267 2.71 0.606 1.2 1.2 3.159 1258.47 251.69 D



Page

17 of 49


Project


Date

13:43:38 09/16/13


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

37.0000-32.0000

B C D

0.267 0.267

0.43

2.71 2.71

2.203

0.606 0.606 0.664

1.2 1.2 1.2

1.2 1.2 1.2

3.159 3.159 4.438

T9 32.0000-30.00

00

17.47 994.41 A B C D

0.165 0.165 0.165 0.315

3.136 3.136 3.136 2.538

0.584 0.584 0.584 0.621

1.124 1.124 1.124

1.2

1.124 1.124 1.124

1.2

0.825 0.825 0.825 1.380

437.25 218.63 D

T10 30.0000-27.00

00

26.21 1427.04 A B C D

0.122 0.122 0.122 0.245

3.34 3.34 3.34

2.795

0.578 0.578 0.578 0.601

1.092 1.092 1.092 1.184

1.092 1.092 1.092 1.184

1.090 1.090 1.090 1.896

645.93 215.31 D

T11 27.0000-23.00

00

34.94 1658.13 A B C D

0.072 0.072 0.072

0.17

3.593 3.593 3.593 3.112

0.573 0.573 0.573 0.585

1.054 1.054 1.054 1.128

1.054 1.054 1.054 1.128

1.047 1.047 1.047 2.004

731.96 182.99 D

T12 23.0000-18.00

00

43.68 2088.01 A B C D

0.059 0.059 0.059 0.136

3.667 3.667 3.667

3.27

0.572 0.572 0.572 0.579

1.044 1.044 1.044 1.102

1.044 1.044 1.044 1.102

1.330 1.330 1.330 2.474

897.21 179.44 D

T13 18.0000-12.00

00

52.41 2542.12 A B C D

0.05 0.05 0.05

0.111

3.716 3.716 3.716 3.392

0.571 0.571 0.571 0.576

1.037 1.037 1.037 1.084

1.037 1.037 1.037 1.084

1.680 1.680 1.680 3.011

1035.98 172.66 D

T14 12.0000-6.000

0

52.41 3422.28 A B C D

0.05 0.05 0.05

0.094

3.712 3.712 3.712 3.483

0.571 0.571 0.571 0.574

1.038 1.038 1.038

1.07

1.038 1.038 1.038

1.07

2.447 2.447 2.447 3.759

1184.89 197.48 D

T15 6.0000-0.0000

52.41 3988.36 A B C D

0.049 0.049 0.049 0.078

3.722 3.722 3.722 3.562

0.571 0.571 0.571 0.573

1.037 1.037 1.037 1.059

1.037 1.037 1.037 1.059

3.420 3.420 3.420 4.714

1519.40 253.23 D


12997.45

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 65.0000-63.00

00

0.00 298.35 A B C D

0.347 0.347 0.347 0.347

2.434 2.434 2.434 2.434

0.631 0.631 0.631 0.631

1 1 1 1

1 1 1 1

0.734 0.734 0.734 0.734

68.60 34.30 D

T2 63.0000-57.00

00

2.98 883.69 A B C D

0.343 0.343 0.343 0.362

2.446 2.446 2.446 2.389

0.63 0.63 0.63

0.637

1 1 1 1

1 1 1 1

2.178 2.178 2.178 2.253

202.82 33.80 D

T3 57.0000-51.00

00

27.25 1045.94 A B C D

0.342 0.342 0.342 0.511

2.449 2.449 2.449 2.029

0.63 0.63 0.63

0.703

1 1 1 1

1 1 1 1

2.178 2.178 2.178 2.933

217.61 36.27 D

T4 51.0000-45.00

00

31.61 1089.51 A B C D

0.358 0.358 0.358 0.552

2.399 2.399 2.399 1.962

0.635 0.635 0.635 0.725

1 1 1 1

1 1 1 1

2.279 2.279 2.279 3.170

219.99 36.67 D



Page

18 of 49


Project


Date

13:43:38 09/16/13


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

T5 45.0000-43.50

00

7.90 543.33 A B C D

0.366 0.366 0.366 0.525

2.377 2.377 2.377 2.004

0.638 0.638 0.638 0.711

1 1 1 1

1 1 1 1

0.706 0.706 0.706 0.924

63.99 42.66 D

T6 43.5000-42.00

00

7.90 622.60 A B C D

0.305 0.305 0.305 0.423

2.574 2.574 2.574 2.221

0.617 0.617 0.617 0.661

1 1 1 1

1 1 1 1

0.793 0.793 0.793 0.996

75.68 50.45 D

T7 42.0000-37.00

00

34.43 1256.62 A B C D

0.241 0.241 0.241 0.378

2.809 2.809 2.809 2.341

0.6 0.6 0.6

0.643

1 1 1 1

1 1 1 1

2.365 2.365 2.365 3.227

252.62 50.52 D

T8 37.0000-32.00

00

41.67 1408.53 A B C D

0.267 0.267 0.267

0.43

2.71 2.71 2.71

2.203

0.606 0.606 0.606 0.664

1 1 1 1

1 1 1 1

2.632 2.632 2.632 3.698

262.18 52.44 D

T9 32.0000-30.00

00

17.47 994.41 A B C D

0.165 0.165 0.165 0.315

3.136 3.136 3.136 2.538

0.584 0.584 0.584 0.621

1 1 1 1

1 1 1 1

0.734 0.734 0.734 1.150

91.09 45.55 D

T10 30.0000-27.00

00

26.21 1427.04 A B C D

0.122 0.122 0.122 0.245

3.34 3.34 3.34

2.795

0.578 0.578 0.578 0.601

1 1 1 1

1 1 1 1

0.998 0.998 0.998 1.602

136.43 45.48 D

T11 27.0000-23.00

00

34.94 1658.13 A B C D

0.072 0.072 0.072

0.17

3.593 3.593 3.593 3.112

0.573 0.573 0.573 0.585

1 1 1 1

1 1 1 1

0.993 0.993 0.993 1.777

162.28 40.57 D

T12 23.0000-18.00

00

43.68 2088.01 A B C D

0.059 0.059 0.059 0.136

3.667 3.667 3.667

3.27

0.572 0.572 0.572 0.579

1 1 1 1

1 1 1 1

1.274 1.274 1.274 2.244

203.50 40.70 D

T13 18.0000-12.00

00

52.41 2542.12 A B C D

0.05 0.05 0.05

0.111

3.716 3.716 3.716 3.392

0.571 0.571 0.571 0.576

1 1 1 1

1 1 1 1

1.620 1.620 1.620 2.778

239.01 39.84 D

T14 12.0000-6.000

0

52.41 3422.28 A B C D

0.05 0.05 0.05

0.094

3.712 3.712 3.712 3.483

0.571 0.571 0.571 0.574

1 1 1 1

1 1 1 1

2.358 2.358 2.358 3.513

276.80 46.13 D

T15 6.0000-0.0000

52.41 3988.36 A B C D

0.049 0.049 0.049 0.078

3.722 3.722 3.722 3.562

0.571 0.571 0.571 0.573

1 1 1 1

1 1 1 1

3.300 3.300 3.300 4.452

358.74 59.79 D


2831.37

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 65.0000-63.00

00

0.00 298.35 A B C

0.347 0.347 0.347

2.434 2.434 2.434

0.631 0.631 0.631

1.2 1.2 1.2

1.2 1.2 1.2

0.881 0.881 0.881

82.32 41.16 D



Page

19 of 49


Project


Date

13:43:38 09/16/13


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 0.347 2.434 0.631 1.2 1.2 0.881 T2

63.0000-57.0000

2.98 883.69 A B C D

0.343 0.343 0.343 0.362

2.446 2.446 2.446 2.389

0.63 0.63 0.63

0.637

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 2.703

243.39 40.56 D

T3 57.0000-51.00

00

27.25 1045.94 A B C D

0.342 0.342 0.342 0.511

2.449 2.449 2.449 2.029

0.63 0.63 0.63

0.703

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 3.519

261.14 43.52 D

T4 51.0000-45.00

00

31.61 1089.51 A B C D

0.358 0.358 0.358 0.552

2.399 2.399 2.399 1.962

0.635 0.635 0.635 0.725

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.734 2.734 2.734 3.805

263.99 44.00 D

T5 45.0000-43.50

00

7.90 543.33 A B C D

0.366 0.366 0.366 0.525

2.377 2.377 2.377 2.004

0.638 0.638 0.638 0.711

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.847 0.847 0.847 1.109

76.79 51.19 D

T6 43.5000-42.00

00

7.90 622.60 A B C D

0.305 0.305 0.305 0.423

2.574 2.574 2.574 2.221

0.617 0.617 0.617 0.661

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.952 0.952 0.952 1.195

90.82 60.54 D

T7 42.0000-37.00

00

34.43 1256.62 A B C D

0.241 0.241 0.241 0.378

2.809 2.809 2.809 2.341

0.6 0.6 0.6

0.643

1.181 1.181 1.181

1.2

1.181 1.181 1.181

1.2

2.794 2.794 2.794 3.872

303.14 60.63 D

T8 37.0000-32.00

00

41.67 1408.53 A B C D

0.267 0.267 0.267

0.43

2.71 2.71 2.71

2.203

0.606 0.606 0.606 0.664

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

3.159 3.159 3.159 4.438

314.62 62.92 D

T9 32.0000-30.00

00

17.47 994.41 A B C D

0.165 0.165 0.165 0.315

3.136 3.136 3.136 2.538

0.584 0.584 0.584 0.621

1.124 1.124 1.124

1.2

1.124 1.124 1.124

1.2

0.825 0.825 0.825 1.380

109.31 54.66 D

T10 30.0000-27.00

00

26.21 1427.04 A B C D

0.122 0.122 0.122 0.245

3.34 3.34 3.34

2.795

0.578 0.578 0.578 0.601

1.092 1.092 1.092 1.184

1.092 1.092 1.092 1.184

1.090 1.090 1.090 1.896

161.48 53.83 D

T11 27.0000-23.00

00

34.94 1658.13 A B C D

0.072 0.072 0.072

0.17

3.593 3.593 3.593 3.112

0.573 0.573 0.573 0.585

1.054 1.054 1.054 1.128

1.054 1.054 1.054 1.128

1.047 1.047 1.047 2.004

182.99 45.75 D

T12 23.0000-18.00

00

43.68 2088.01 A B C D

0.059 0.059 0.059 0.136

3.667 3.667 3.667

3.27

0.572 0.572 0.572 0.579

1.044 1.044 1.044 1.102

1.044 1.044 1.044 1.102

1.330 1.330 1.330 2.474

224.30 44.86 D

T13 18.0000-12.00

00

52.41 2542.12 A B C D

0.05 0.05 0.05

0.111

3.716 3.716 3.716 3.392

0.571 0.571 0.571 0.576

1.037 1.037 1.037 1.084

1.037 1.037 1.037 1.084

1.680 1.680 1.680 3.011

259.00 43.17 D

T14 12.0000-6.000

0

52.41 3422.28 A B C D

0.05 0.05 0.05

0.094

3.712 3.712 3.712 3.483

0.571 0.571 0.571 0.574

1.038 1.038 1.038

1.07

1.038 1.038 1.038

1.07

2.447 2.447 2.447 3.759

296.22 49.37 D

T15 6.0000-0.0000

52.41 3988.36 A B C D

0.049 0.049 0.049 0.078

3.722 3.722 3.722 3.562

0.571 0.571 0.571 0.573

1.037 1.037 1.037 1.059

1.037 1.037 1.037 1.059

3.420 3.420 3.420 4.714

379.85 63.31 D


3249.36



Page

20 of 49


Project


Date

13:43:38 09/16/13


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 65.0000-63.0000 0 Wind Normal 274.41 0.00 -274.41 -17562 0 0

45 Wind 90 329.29 232.84 -232.84 -14902 -14902 0 90 Wind Normal 274.41 274.41 0.00 0 -17562 0

T2 63.0000-57.0000 0 Wind Normal 811.29 0.00 -811.29 -48676 0 0 45 Wind 90 973.55 688.41 -688.41 -41303 -41304 5 90 Wind Normal 811.29 811.29 0.00 2 -48678 5
















Page

21 of 49


Project


Date

13:43:38 09/16/13


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 -11325.47 -343268 0 0

45 9190.58 -9190.58 -286439 -287391 2885 90 11325.47 0.00 952 -344220 3717

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 65.0000-63.0000 0 Wind Normal 68.60 0.00 -68.60 -4391 0 0

45 Wind 90 82.32 58.21 -58.21 -3725 -3725 0 90 Wind Normal 68.60 68.60 0.00 0 -4391 0














T15 6.0000-0.0000 0 Wind Normal 358.74 0.00 -358.74 -784 0 0 45 Wind 90 379.85 268.59 -268.59 -513 -806 198



Page

22 of 49


Project


Date

13:43:38 09/16/13


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 90 Wind Normal 358.74 358.74 0.00 293 -1076 265

Mast Totals - Service

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -2831.37 -85103 0 0

45 2297.65 -2297.65 -70896 -71848 721 90 2831.37 0.00 952 -86055 929

Discrete Appurtenance Pressures - No Ice GH = 1.110

Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 ANT OMNI L=3m 45.0000 85.00 0.7828 -0.7828 63.5000 1.693 1.35 0.1500 0.1500 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 57.5000 1.646 1.32 0.3000 0.0800 1 ANT TV 0.30x1.20m 270.0000 12.00 -1.1000 0.0000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 0.0000 12.00 0.0000 -0.5000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 90.0000 12.00 1.1000 0.0000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 180.0000 12.00 0.0000 0.5000 56.5000 1.637 1.31 0.1500 0.0400 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 41.5000 1.499 1.20 0.3000 0.0800 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 40.5000 1.489 1.19 0.3000 0.0800 1 ANT TV 0.30x1.20m 45.0000 12.00 1.3743 -1.3743 39.5000 1.478 1.18 0.1500 0.0400 Sum

Weight: 385.00

Discrete Appurtenance Vectors - No Ice

ANT OMNI L=3m - Elevation 63.5 - From Leg B

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 16.25 16.25 0.00 -22.98 -1526 -67 18

45 22.98 0.00 16.25 -16.25 -1098 -1098 0 90 16.25 16.25 22.98 0.00 -67 -1526 -18



Page

23 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 58.5 - 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 11.97 0.00 -11.97 -700 26 -13

45 31.75 8.47 31.75 -8.47 -495 -1831 -9 90 44.90 0.00 44.90 0.00 0 -2600 0

2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face B

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.90 0.00 0.00 -44.90 -2638 0 0

45 31.75 8.47 8.47 -31.75 -1869 -495 -4 90 0.00 11.97 11.97 0.00 -12 -700 -6

2 ANT TV 0.30x1.20m - Elevation 58.5 - 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 11.97 0.00 -11.97 -700 -26 13

45 31.75 8.47 31.75 -8.47 -495 -1884 9 90 44.90 0.00 44.90 0.00 0 -2653 0

2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face D

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.90 0.00 0.00 -44.90 -2614 0 0

45 31.75 8.47 8.47 -31.75 -1845 -495 4 90 0.00 11.97 11.97 0.00 12 -700 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.91 0.00 -11.91 -685 26 -13

45 31.59 8.42 31.59 -8.42 -484 -1790 -9 90 44.68 0.00 44.68 0.00 0 -2542 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.68 0.00 0.00 -44.68 -2581 0 0

45 31.59 8.42 8.42 -31.59 -1828 -484 -4 90 0.00 11.91 11.91 0.00 -12 -685 -6



Page

24 of 49


Project


Date

13:43:38 09/16/13


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 11.91 0.00 -11.91 -685 -26 13

45 31.59 8.42 31.59 -8.42 -484 -1843 9 90 44.68 0.00 44.68 0.00 0 -2595 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.68 0.00 0.00 -44.68 -2557 0 0

45 31.59 8.42 8.42 -31.59 -1804 -484 4 90 0.00 11.91 11.91 0.00 12 -685 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.93 0.00 -5.93 -335 13 -7

45 15.72 4.19 15.72 -4.19 -237 -875 -5 90 22.23 0.00 22.23 0.00 0 -1243 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 22.23 0.00 0.00 -22.23 -1262 0 0

45 15.72 4.19 4.19 -15.72 -894 -237 -2 90 0.00 5.93 5.93 0.00 -6 -335 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.93 0.00 -5.93 -335 -13 7

45 15.72 4.19 15.72 -4.19 -237 -901 5 90 22.23 0.00 22.23 0.00 0 -1269 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 22.23 0.00 0.00 -22.23 -1250 0 0

45 15.72 4.19 4.19 -15.72 -882 -237 2 90 0.00 5.93 5.93 0.00 6 -335 3



Page

25 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

2 ANT TV 0.30x1.20m - Elevation 41.5 - From Leg B

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 28.78 7.67 14.92 -25.78 -1103 -652 15

45 40.70 0.00 28.78 -28.78 -1227 -1227 0 90 28.78 7.67 25.78 -14.92 -652 -1103 -15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 28.58 7.62 14.82 -25.60 -1070 -633 15

45 40.42 0.00 28.58 -28.58 -1191 -1191 0 90 28.58 7.62 25.60 -14.82 -633 -1070 -15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.19 3.78 7.36 -12.71 -518 -307 7

45 20.07 0.00 14.19 -14.19 -577 -577 0 90 14.19 3.78 12.71 -7.36 -307 -518 -7

Discrete Appurtenance Totals - No Ice

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 37.10 -370.29 -20560 -1659 55

45 288.07 -288.07 -15649 -15649 0 90 370.29 -37.10 -1659 -20560 -55

Discrete Appurtenance Pressures - Service GH = 1.110

Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 ANT OMNI L=3m 45.0000 85.00 0.7828 -0.7828 63.5000 1.693 0.34 0.1500 0.1500 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 57.5000 1.646 0.33 0.3000 0.0800 1 ANT TV 0.30x1.20m 270.0000 12.00 -1.1000 0.0000 56.5000 1.637 0.33 0.1500 0.0400 1 ANT TV 0.30x1.20m 0.0000 12.00 0.0000 -0.5000 56.5000 1.637 0.33 0.1500 0.0400



Page

26 of 49


Project


Date

13:43:38 09/16/13


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 1 ANT TV 0.30x1.20m 90.0000 12.00 1.1000 0.0000 56.5000 1.637 0.33 0.1500 0.0400 1 ANT TV 0.30x1.20m 180.0000 12.00 0.0000 0.5000 56.5000 1.637 0.33 0.1500 0.0400 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 41.5000 1.499 0.30 0.3000 0.0800 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 40.5000 1.489 0.30 0.3000 0.0800 1 ANT TV 0.30x1.20m 45.0000 12.00 1.3743 -1.3743 39.5000 1.478 0.30 0.1500 0.0400 Sum

Weight: 385.00

Discrete Appurtenance Vectors - Service


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 4.06 4.06 0.00 -5.75 -431 -67 4

45 5.75 0.00 4.06 -4.06 -325 -325 0 90 4.06 4.06 5.75 0.00 -67 -431 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.99 0.00 -2.99 -175 26 -3

45 7.94 2.12 7.94 -2.12 -124 -438 -2 90 11.22 0.00 11.22 0.00 0 -630 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.22 0.00 0.00 -11.22 -669 0 0

45 7.94 2.12 2.12 -7.94 -476 -124 -1 90 0.00 2.99 2.99 0.00 -12 -175 -1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.99 0.00 -2.99 -175 -26 3

45 7.94 2.12 7.94 -2.12 -124 -491 2 90 11.22 0.00 11.22 0.00 0 -683 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.22 0.00 0.00 -11.22 -645 0 0

45 7.94 2.12 2.12 -7.94 -452 -124 1 90 0.00 2.99 2.99 0.00 12 -175 1



Page

27 of 49


Project


Date

13:43:38 09/16/13


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 2.98 0.00 -2.98 -171 26 -3

45 7.90 2.11 7.90 -2.11 -121 -428 -2 90 11.17 0.00 11.17 0.00 0 -616 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.17 0.00 0.00 -11.17 -654 0 0

45 7.90 2.11 2.11 -7.90 -466 -121 -1 90 0.00 2.98 2.98 0.00 -12 -171 -1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.98 0.00 -2.98 -171 -26 3

45 7.90 2.11 7.90 -2.11 -121 -481 2 90 11.17 0.00 11.17 0.00 0 -669 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.17 0.00 0.00 -11.17 -630 0 0

45 7.90 2.11 2.11 -7.90 -442 -121 1 90 0.00 2.98 2.98 0.00 12 -171 1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 1.48 0.00 -1.48 -84 13 -2

45 3.93 1.05 3.93 -1.05 -59 -209 -1 90 5.56 0.00 5.56 0.00 0 -301 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 5.56 0.00 0.00 -5.56 -320 0 0

45 3.93 1.05 1.05 -3.93 -228 -59 -1 90 0.00 1.48 1.48 0.00 -6 -84 -1



Page

28 of 49


Project


Date

13:43:38 09/16/13


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 1.48 0.00 -1.48 -84 -13 2

45 3.93 1.05 3.93 -1.05 -59 -235 1 90 5.56 0.00 5.56 0.00 0 -327 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 5.56 0.00 0.00 -5.56 -308 0 0

45 3.93 1.05 1.05 -3.93 -216 -59 1 90 0.00 1.48 1.48 0.00 6 -84 1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 7.20 1.92 3.73 -6.44 -300 -188 4

45 10.18 0.00 7.20 -7.20 -332 -332 0 90 7.20 1.92 6.44 -3.73 -188 -300 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 7.15 1.91 3.71 -6.40 -292 -183 4

45 10.10 0.00 7.15 -7.15 -322 -322 0 90 7.15 1.91 6.40 -3.71 -183 -292 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 3.55 0.95 1.84 -3.18 -142 -89 2

45 5.02 0.00 3.55 -3.55 -157 -157 0 90 3.55 0.95 3.18 -1.84 -89 -142 -2

Discrete Appurtenance Totals - Service

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 9.28 -92.57 -5252 -527 14

45 72.02 -72.02 -4024 -4024 0 90 92.57 -9.28 -527 -5252 -14



Page

29 of 49


Project


Date

13:43:38 09/16/13


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

52.5000 HP8-102 315.0000 113.85 -0.7828 -0.7828 1.603 4.6693 1.28 38.5000 KP8F-13 315.0000 127.91 -1.2328 -1.2328 1.467 3.7356 1.17 34.5000 HP8-102 315.0000 113.85 -1.2328 -1.2328 1.422 4.6693 1.14

Sum Weight:

355.61

Dish Vectors - No Ice

HP8-102 - Elevation 52.5 - From Leg A

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 0.003230 0.000000 0.000000 854.84 0.00 0.00 0.00 -854.84 -44968 89 -669

45 0.003230 0.000000 0.000000 854.84 0.00 0.00 604.46 -604.46 -31823 -31645 -946 90 0.003230 0.000000 0.000000 854.84 0.00 0.00 854.84 0.00 -89 -44790 -669

KP8F-13 - Elevation 38.5 - From Leg A

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 294.54 0.00 0.00 0.00 -294.54 -11498 158 -363

45 0.001520 0.000000 0.000000 294.54 0.00 0.00 208.27 -208.27 -8176 -7861 -514 90 0.001520 0.000000 0.000000 294.54 0.00 0.00 294.54 0.00 -158 -11182 -363


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 0.003230 0.000000 0.000000 758.20 0.00 0.00 0.00 -758.20 -26298 140 -935

45 0.003230 0.000000 0.000000 758.20 0.00 0.00 536.13 -536.13 -18637 -18356 -1322 90 0.003230 0.000000 0.000000 758.20 0.00 0.00 758.20 0.00 -140 -26018 -935

Dish Totals - No Ice

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -1907.59 -82764 387 -1967

45 1348.87 -1348.87 -58636 -57862 -2782 90 1907.59 0.00 -387 -81990 -1967



Page

30 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Dish Pressures - Service

Elevation

m Dish

Description

Aiming

Azimuth

°

Weight

kg Offsetx

m

Offsetz

m

Kz

AA

m2

qz

kPa

52.5000 HP8-102 315.0000 113.85 -0.7828 -0.7828 1.603 4.6693 0.32 38.5000 KP8F-13 315.0000 127.91 -1.2328 -1.2328 1.467 3.7356 0.29 34.5000 HP8-102 315.0000 113.85 -1.2328 -1.2328 1.422 4.6693 0.28

Sum Weight:

355.61

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 0.003230 0.000000 0.000000 213.71 0.00 0.00 0.00 -213.71 -11309 89 -167

45 0.003230 0.000000 0.000000 213.71 0.00 0.00 151.12 -151.12 -8023 -7844 -237 90 0.003230 0.000000 0.000000 213.71 0.00 0.00 213.71 0.00 -89 -11131 -167


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 73.64 0.00 0.00 0.00 -73.64 -2993 158 -91

45 0.001520 0.000000 0.000000 73.64 0.00 0.00 52.07 -52.07 -2162 -1847 -128 90 0.001520 0.000000 0.000000 73.64 0.00 0.00 73.64 0.00 -158 -2677 -91


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 0.003230 0.000000 0.000000 189.55 0.00 0.00 0.00 -189.55 -6680 140 -234

45 0.003230 0.000000 0.000000 189.55 0.00 0.00 134.03 -134.03 -4764 -4484 -330 90 0.003230 0.000000 0.000000 189.55 0.00 0.00 189.55 0.00 -140 -6399 -234

Dish Totals - Service

Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -476.90 -20981 387 -492

45 337.22 -337.22 -14950 -14175 -695 90 476.90 0.00 -387 -20207 -492



Page

31 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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

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



Page

32 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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 13280.20 Bracing Weight 9988.73 Total Member Self-Weight 23268.93 416 238 Total Weight 24762.81 416 238 Wind 0 deg - No Ice 37.10 -13603.35 -446592 -1272 -1912 Wind 45 deg - No Ice 10827.52 -10827.52 -360725 -360903 103 Wind 90 deg - No Ice 13603.35 -37.10 -1094 -446769 1695 Total Weight 24762.81 416 238 Wind 0 deg - Service 9.28 -3400.84 -112288 -139 -478 Wind 45 deg - Service 2706.88 -2706.88 -90821 -90047 26 Wind 90 deg - Service 3400.84 -9.28 -914 -111514 424

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

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 65 - 63 Leg Max Tension 3 100.37 0 0 Max. Compression 3 -281.41 -13 -13 Max. Mx 2 -249.23 -15 0 Max. My 2 -79.71 0 16 Max. Vy 2 50.82 -15 0 Max. Vx 4 50.82 0 -15 Diagonal Max Tension 2 56.82 0 0 Max. Compression 4 -93.40 0 0



Page

33 of 49


Project


Date

13:43:38 09/16/13


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 2 -6.87 1 0 Max. My 3 -67.59 0 -1 Max. Vy 2 1.87 1 0 Max. Vx 3 -0.94 0 0 Top Girt Max Tension 2 9.70 0 0 Max. Compression 1 0.00 0 0 Max. Mx 1 5.18 -1 0 Max. My 3 9.15 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0

T2 63 - 57 Leg Max Tension 3 2464.01 14 15 Max. Compression 3 -3014.86 -18 -20 Max. Mx 2 1286.41 26 -2 Max. My 2 -1910.61 2 -26 Max. Vy 2 -66.61 26 -2 Max. Vx 2 66.62 2 -26 Diagonal Max Tension 3 701.03 0 0 Max. Compression 3 -803.21 0 0 Max. Mx 3 695.63 1 -1 Max. My 3 -329.37 0 -1 Max. Vy 3 2.34 1 -1 Max. Vx 3 -1.04 0 0 Top Girt Max Tension 4 50.07 0 0 Max. Compression 2 -8.98 0 0 Max. Mx 1 17.59 -1 0 Max. My 3 45.71 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 226.14 0 0 Max. Compression 4 -146.73 0 0 Max. Mx 1 35.43 -1 0 Max. My 3 102.65 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T3 57 - 51 Leg Max Tension 3 10075.26 62 8 Max. Compression 3 -11088.42 -6 -54 Max. Mx 3 10075.26 -97 8 Max. My 3 -11009.54 -8 97 Max. Vy 3 324.30 62 8 Max. Vx 2 -324.80 21 -68 Diagonal Max Tension 3 2253.58 0 0 Max. Compression 3 -2401.91 0 0 Max. Mx 3 2251.53 2 1 Max. My 3 -1022.74 0 2 Max. Vy 3 3.35 2 1 Max. Vx 3 1.85 0 0 Top Girt Max Tension 4 338.64 0 0 Max. Compression 4 -245.39 0 0 Max. Mx 1 42.98 -1 0 Max. My 3 289.81 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 694.58 0 0 Max. Compression 2 -572.00 0 0 Max. Mx 1 56.84 -1 0 Max. My 3 393.98 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T4 51 - 45 Leg Max Tension 3 26251.28 12 14 Max. Compression 3 -27188.45 -41 -35 Max. Mx 3 -819.83 71 -72



Page

34 of 49


Project


Date

13:43:38 09/16/13


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 -819.83 71 -72 Max. Vy 3 -62.58 -57 52 Max. Vx 2 -62.46 28 -67 Diagonal Max Tension 3 3213.08 5 1 Max. Compression 3 -3293.47 0 0 Max. Mx 3 270.31 5 -1 Max. My 3 -2488.87 -1 2 Max. Vy 3 -6.76 5 -1 Max. Vx 3 -2.62 0 0 Top Girt Max Tension 2 952.96 0 0 Max. Compression 2 -810.96 0 0 Max. Mx 1 64.82 -1 0 Max. My 3 -658.49 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 1773.50 0 0 Max. Compression 2 -1585.71 0 0 Max. Mx 1 87.52 -1 0 Max. My 3 -1283.14 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T5 45 - 43.5 Leg Max Tension 3 22667.51 26 21 Max. Compression 3 -23508.37 -6 -7 Max. Mx 3 -1010.86 -41 40 Max. My 3 -1132.25 39 -41 Max. Vy 3 52.07 -41 40 Max. Vx 3 49.38 39 -41 Diagonal Max Tension 3 5926.82 0 0 Max. Compression 3 -6154.05 -35 45 Max. Mx 3 1028.24 -35 -39 Max. My 3 -2315.62 30 -49 Max. Vy 3 48.82 -35 45 Max. Vx 3 62.61 0 0 Top Girt Max Tension 2 1515.15 0 0 Max. Compression 2 -1405.70 0 0 Max. Mx 4 -1400.55 -1 0 Max. My 3 -1134.38 0 0 Max. Vy 4 3.39 0 0 Max. Vx 3 -0.51 0 0

T6 43.5 - 42 Leg Max Tension 3 22177.64 11 12 Max. Compression 3 -24340.38 -14 -14 Max. Mx 3 -1171.13 -41 40 Max. My 3 -1289.18 40 -41 Max. Vy 3 52.92 40 -41 Max. Vx 3 56.07 -41 40 Diagonal Max Tension 3 1942.16 0 0 Max. Compression 3 -2023.92 0 0 Max. Mx 3 -1998.76 -27 24 Max. My 3 230.31 22 -28 Max. Vy 3 35.59 -27 24 Max. Vx 3 30.25 0 0 Top Girt Max Tension 2 3071.68 0 0 Max. Compression 2 -2750.38 0 0 Max. Mx 4 -2740.09 -2 0 Max. My 3 -2205.80 0 0 Max. Vy 4 6.48 0 0 Max. Vx 3 0.97 0 0

T7 42 - 37 Leg Max Tension 3 25604.76 52 31 Max. Compression 3 -27994.48 -27 -55 Max. Mx 2 15167.50 72 -21 Max. My 2 -17834.60 19 -72



Page

35 of 49


Project


Date

13:43:38 09/16/13


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 2 137.32 69 -17 Max. Vx 2 -138.11 19 -70 Diagonal Max Tension 3 4126.25 0 0 Max. Compression 3 -4537.43 0 0 Max. Mx 3 -747.28 13 0 Max. My 3 -3138.13 1 1 Max. Vy 3 -13.77 13 0 Max. Vx 3 -0.67 0 0 Top Girt Max Tension 2 4029.45 0 0 Max. Compression 2 -3342.77 0 0 Max. Mx 1 336.19 -4 0 Max. My 3 -2654.85 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 2997.95 0 0 Max. Compression 2 -2554.04 0 0 Max. Mx 1 214.54 -4 0 Max. My 3 -2041.74 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0

T8 37 - 32 Leg Max Tension 3 37959.96 19 35 Max. Compression 3 -40506.34 -60 -61 Max. Mx 3 -1734.43 -103 100 Max. My 3 -1585.81 -102 100 Max. Vy 2 389.75 66 -37 Max. Vx 3 -396.79 83 -85 Diagonal Max Tension 3 5874.11 0 0 Max. Compression 3 -6295.33 0 0 Max. Mx 3 -1303.56 16 2 Max. My 3 -5167.97 0 3 Max. Vy 3 -15.37 16 2 Max. Vx 3 -1.86 0 0 Top Girt Max Tension 2 3361.94 0 0 Max. Compression 2 -2892.98 0 0 Max. Mx 1 224.40 -4 0 Max. My 3 -2321.34 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 3933.30 0 0 Max. Compression 2 -3412.83 0 0 Max. Mx 1 244.45 -4 0 Max. My 3 -2745.06 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0

T9 32 - 30 Leg Max Tension 3 43765.18 -74 1 Max. Compression 3 -47026.77 15 -1 Max. Mx 3 -46871.78 85 1 Max. My 3 -2403.17 -5 -80 Max. Vy 3 -85.67 -74 1 Max. Vx 3 97.78 -5 -80 Diagonal Max Tension 3 2534.35 0 0 Max. Compression 3 -2821.55 0 0 Max. Mx 3 -257.97 21 7 Max. My 3 -784.17 -16 11 Max. Vy 3 21.85 21 7 Max. Vx 3 -9.59 0 0 Top Girt Max Tension 2 569.24 0 0 Max. Compression 2 -537.17 0 0 Max. Mx 2 569.24 -4 0 Max. My 3 -444.78 0 0 Max. Vy 2 -8.54 0 0



Page

36 of 49


Project


Date

13:43:38 09/16/13


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 -0.85 0 0 T10 30 - 27 Leg Max Tension 3 40464.16 -32 -1

Max. Compression 3 -44017.78 85 -15 Max. Mx 3 40264.30 -103 -14 Max. My 3 -2755.36 -9 -150 Max. Vy 3 119.48 -103 -14 Max. Vx 3 112.59 -9 -150 Diagonal Max Tension 3 2489.42 0 0 Max. Compression 3 -2924.73 0 0 Max. Mx 3 -2886.53 19 0 Max. My 3 258.92 17 8 Max. Vy 3 -19.37 19 0 Max. Vx 3 -5.83 0 0 Top Girt Max Tension 2 2518.14 0 0 Max. Compression 2 -2165.04 0 0 Max. Mx 2 2518.14 -6 0 Max. My 3 -1731.96 0 1 Max. Vy 2 10.34 0 0 Max. Vx 3 -1.03 0 0

T11 27 - 23 Leg Max Tension 3 41068.70 -103 -14 Max. Compression 3 -45761.61 36 -5 Max. Mx 3 41068.70 -103 -14 Max. My 3 -3169.84 -9 -150 Max. Vy 3 -118.53 -103 -14 Max. Vx 3 -132.32 -9 -150 Diagonal Max Tension 2 1285.07 0 0 Max. Compression 2 -1356.10 0 0 Max. Mx 2 -531.86 -11 0 Max. My 2 364.93 0 -3 Max. Vy 2 10.10 0 0 Max. Vx 2 2.44 0 0 Top Girt Max Tension 3 1483.09 0 0 Max. Compression 3 -1265.62 0 0 Max. Mx 2 1342.38 10 4 Max. My 3 -1265.60 -3 5 Max. Vy 2 13.36 10 4 Max. Vx 3 -4.31 0 0

T12 23 - 18 Leg Max Tension 3 35218.53 -76 -5 Max. Compression 3 -39027.80 122 -18 Max. Mx 3 34878.78 -160 -18 Max. My 3 -3666.81 -17 -227 Max. Vy 3 154.35 -160 -18 Max. Vx 3 164.89 -17 -227 Diagonal Max Tension 2 2829.38 0 0 Max. Compression 2 -3646.19 0 0 Max. Mx 2 -384.14 -14 0 Max. My 2 2829.38 0 -4 Max. Vy 2 10.11 0 0 Max. Vx 2 2.94 0 0 Top Girt Max Tension 2 1434.16 0 0 Max. Compression 2 -1161.72 0 0 Max. Mx 2 1434.16 -19 0 Max. My 3 -920.40 0 2 Max. Vy 2 20.13 0 0 Max. Vx 3 -2.01 0 0

T13 18 - 12 Leg Max Tension 3 34809.70 -160 -18 Max. Compression 3 -39480.88 64 -1 Max. Mx 3 34400.28 -192 -2 Max. My 3 -3695.55 -17 -227 Max. Vy 3 165.16 -192 -2 Max. Vx 3 -181.14 -17 -227



Page

37 of 49


Project


Date

13:43:38 09/16/13


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 2 2794.16 0 0 Max. Compression 2 -3823.63 0 0 Max. Mx 2 99.84 -27 0 Max. My 2 2794.16 0 -6 Max. Vy 2 16.08 0 0 Max. Vx 2 3.69 0 0 Horizontal Max Tension 4 216.46 8 20 Max. Compression 4 -353.39 8 20 Max. Mx 4 -100.06 8 47 Max. My 2 -65.50 8 47 Max. Vy 4 16.08 8 47 Max. Vx 2 21.15 0 0

T14 12 - 6 Leg Max Tension 3 25847.08 -192 -2 Max. Compression 3 -38423.98 117 -20 Max. Mx 3 25514.98 -361 -20 Max. My 3 -7564.43 -123 -303 Max. Vy 3 254.71 -361 -20 Max. Vx 3 207.03 -123 -303 Diagonal Max Tension 3 8059.22 0 0 Max. Compression 2 -6489.19 0 0 Max. Mx 2 -6110.21 -53 0 Max. My 2 3023.67 0 -36 Max. Vy 2 30.78 0 0 Max. Vx 2 20.64 0 0 Top Girt Max Tension 4 975.16 0 0 Max. Compression 4 -4116.04 0 0 Max. Mx 1 -1126.96 -62 0 Max. My 1 -1126.96 0 18 Max. Vy 1 41.73 0 0 Max. Vx 1 -12.17 0 0

T15 6 - 0 Leg Max Tension 3 25199.95 -361 -20 Max. Compression 3 -39048.67 0 0 Max. Mx 3 25199.95 -361 -20 Max. My 3 -7742.25 -125 -302 Max. Vy 3 -322.91 -361 -20 Max. Vx 3 -249.48 -125 -302 Diagonal Max Tension 3 5688.63 0 0 Max. Compression 3 -3780.70 0 0 Max. Mx 3 1848.36 -151 0 Max. My 4 -1082.01 0 -63 Max. Vy 3 67.27 0 0 Max. Vx 4 28.26 0 0 Horizontal Max Tension 4 124.00 0 0 Max. Compression 4 -628.83 40 260 Max. Mx 3 59.97 41 149 Max. My 4 -233.04 40 438 Max. Vy 3 -41.87 41 149 Max. Vx 4 102.88 0 0



Page

38 of 49


Project


Date

13:43:38 09/16/13


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 6216.01 1553.25 -1554.09 Max. Hx 1 6216.01 1553.25 -1554.09 Max. Hz 3 -22184.40 -6473.61 6469.32 Min. Vert 3 -22184.40 -6473.61 6469.32 Min. Hx 3 -22184.40 -6473.61 6469.32 Min. Hz 1 6216.01 1553.25 -1554.09

Leg C Max. Vert 4 23517.58 -5008.25 -7274.04 Max. Hx 2 -11117.04 5135.76 1753.10 Max. Hz 2 -11117.04 5135.76 1753.10 Min. Vert 2 -11117.04 5135.76 1753.10 Min. Hx 4 23517.58 -5008.25 -7274.04 Min. Hz 4 23517.58 -5008.25 -7274.04

Leg B Max. Vert 3 33914.65 -8949.65 8952.10 Max. Hx 1 6165.39 -1548.13 1547.29 Max. Hz 3 33914.65 -8949.65 8952.10 Min. Vert 1 6165.39 -1548.13 1547.29 Min. Hx 3 33914.65 -8949.65 8952.10 Min. Hz 1 6165.39 -1548.13 1547.29

Leg A Max. Vert 2 23501.92 7270.92 5013.32 Max. Hx 2 23501.92 7270.92 5013.32 Max. Hz 2 23501.92 7270.92 5013.32 Min. Vert 4 -11128.17 -1756.09 -5130.90 Min. Hx 4 -11128.17 -1756.09 -5130.90 Min. Hz 4 -11128.17 -1756.09 -5130.90

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 24762.81 0.00 -0.01 415 238 0 Dead+Wind 0 deg - No Ice 24762.81 37.10 -13603.17 -447857 -1272 -1913 Dead+Wind 45 deg - No Ice 24762.81 10827.36 -10827.37 -361751 -361926 101 Dead+Wind 90 deg - No Ice 24762.81 13603.17 -37.10 -1101 -448031 1692 Dead+Wind 0 deg - Service 24762.81 9.28 -3400.72 -111651 -139 -478 Dead+Wind 45 deg - Service 24762.81 2706.79 -2706.79 -90126 -90299 25 Dead+Wind 90 deg - Service 24762.81 3400.72 -9.27 34 -111824 423

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 -24762.81 0.00 -0.00 24762.81 0.01 0.000% 2 37.10 -24762.81 -13603.35 -37.10 24762.81 13603.17 0.001% 3 10827.52 -24762.81 -10827.52 -10827.36 24762.81 10827.37 0.001% 4 13603.35 -24762.81 -37.10 -13603.17 24762.81 37.10 0.001% 5 9.28 -24762.81 -3400.84 -9.28 24762.81 3400.72 0.000% 6 2706.88 -24762.81 -2706.88 -2706.79 24762.81 2706.79 0.001% 7 3400.84 -24762.81 -9.28 -3400.72 24762.81 9.27 0.000%



Page

39 of 49


Project


Date

13:43:38 09/16/13


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 8 0.00000001 0.00002625 2 Yes 13 0.00000001 0.00006099 3 Yes 13 0.00000001 0.00007064 4 Yes 13 0.00000001 0.00006112 5 Yes 12 0.00000001 0.00013568 6 Yes 12 0.00000001 0.00014120 7 Yes 12 0.00000001 0.00013631

Maximum Tower Deflections - Service Wind

Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 65 - 63 98.55 6 0.2096 0.0335 T2 63 - 57 91.22 6 0.2094 0.0335 T3 57 - 51 69.31 6 0.2038 0.0336 T4 51 - 45 48.26 6 0.1849 0.0286 T5 45 - 43.5 30.62 6 0.1337 0.0127 T6 43.5 - 42 27.38 6 0.1201 0.0121 T7 42 - 37 24.40 6 0.1105 0.0119 T8 37 - 32 15.52 6 0.0839 0.0102 T9 32 - 30 9.05 6 0.0529 0.0069

T10 30 - 27 7.40 6 0.0452 0.0060 T11 27 - 23 5.34 6 0.0368 0.0052 T12 23 - 18 3.65 6 0.0263 0.0029 T13 18 - 12 1.43 6 0.0197 0.0014 T14 12 - 6 0.08 6 0.0123 0.0002 T15 6 - 0 0.31 6 0.0058 0.0001

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 98.55 0.2096 0.0335 368543 63.5000 ANT OMNI L=3m 6 93.05 0.2095 0.0335 368543 58.5000 2 ANT TV 0.30x1.20m 6 74.75 0.2059 0.0336 70236 57.5000 2 ANT TV 0.30x1.20m 6 71.12 0.2046 0.0336 53657 56.5000 1 ANT TV 0.30x1.20m 6 67.50 0.2031 0.0336 40568 52.5000 HP8-102 6 53.36 0.1925 0.0314 17844 41.5000 2 ANT TV 0.30x1.20m 6 23.44 0.1078 0.0118 16828 40.5000 2 ANT TV 0.30x1.20m 6 21.56 0.1026 0.0115 15593 39.5000 1 ANT TV 0.30x1.20m 6 19.74 0.0976 0.0113 14034 38.5000 KP8F-13 6 17.99 0.0924 0.0109 12759 34.5000 HP8-102 6 11.88 0.0676 0.0086 7771



Page

40 of 49


Project


Date

13:43:38 09/16/13


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 65 - 63 393.20 3 0.8327 0.1341 T2 63 - 57 364.10 3 0.8322 0.1341 T3 57 - 51 276.89 3 0.8122 0.1345 T4 51 - 45 192.96 3 0.7381 0.1144 T5 45 - 43.5 122.49 3 0.5342 0.0506 T6 43.5 - 42 109.54 3 0.4798 0.0484 T7 42 - 37 97.63 3 0.4415 0.0474 T8 37 - 32 62.14 3 0.3356 0.0409 T9 32 - 30 36.25 3 0.2116 0.0276

T10 30 - 27 29.66 3 0.1808 0.0241 T11 27 - 23 21.39 3 0.1475 0.0207 T12 23 - 18 14.61 3 0.1056 0.0114 T13 18 - 12 5.72 3 0.0792 0.0055 T14 12 - 6 0.33 3 0.0493 0.0009 T15 6 - 0 1.26 3 0.0232 0.0003

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 3 393.20 0.8327 0.1341 67342 63.5000 ANT OMNI L=3m 3 371.38 0.8325 0.1341 67342 58.5000 2 ANT TV 0.30x1.20m 3 298.58 0.8198 0.1345 19691 57.5000 2 ANT TV 0.30x1.20m 3 284.10 0.8149 0.1345 14649 56.5000 1 ANT TV 0.30x1.20m 3 269.70 0.8092 0.1344 10831 52.5000 HP8-102 3 213.31 0.7680 0.1255 4576 41.5000 2 ANT TV 0.30x1.20m 3 93.78 0.4307 0.0470 4228 40.5000 2 ANT TV 0.30x1.20m 3 86.26 0.4100 0.0462 3918 39.5000 1 ANT TV 0.30x1.20m 3 79.00 0.3899 0.0451 3526 38.5000 KP8F-13 3 72.02 0.3693 0.0437 3206 34.5000 HP8-102 3 47.59 0.2705 0.0343 1946

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 65 Leg A394T0 19 4 140.71 9950.69 0.014

1.333 Bearing

Diagonal A394T0 16 2 46.70 3699.61 0.013

1.333 Member Bearing

Top Girt A394T0 16 2 4.85 3699.61 0.001


T2 63 Leg A394T0 19 8 184.96 9950.69 0.019

1.333 Bearing

Diagonal A394T0 16 2 401.60 3699.61 0.109


Top Girt A394T0 16 2 25.03 3699.61 0.007




Page

41 of 49


Project


Date

13:43:38 09/16/13


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

Mid Girt A394T0 16 2 113.07 2922.37 0.039

1.333 Bolt Shear

T3 57 Leg A394T0 19 8 1291.93 9979.03 0.129

1.333 Bolt SS

Diagonal A394T0 16 2 1200.95 3699.61 0.325


Top Girt A394T0 16 2 169.32 3699.61 0.046


Mid Girt A394T0 16 2 347.29 2922.37 0.119

1.333 Bolt Shear

T4 51 Leg A394T0 19 8 3845.73 9979.03 0.385

1.333 Bolt SS

Diagonal A394T0 16 2 1646.74 3699.61 0.445


Top Girt A394T0 16 2 476.48 3699.61 0.129


Mid Girt A394T0 16 2 886.75 2922.37 0.303

1.333 Bolt Shear

T5 45 Leg A394T0 19 8 5877.11 9979.03 0.589

1.333 Bolt SS

Diagonal A394T0 16 3 2051.35 9865.64 0.208


Top Girt A394T0 16 2 757.58 3699.61 0.205


T6 43.5 Leg A394T0 19 8 6085.08 9979.03 0.610

1.333 Bolt SS

Diagonal A394T0 16 3 674.64 9865.64 0.068


Top Girt A394T0 16 2 1535.84 4932.82 0.311


T7 42 Leg A394T0 19 8 5839.50 9979.03 0.585

1.333 Bolt SS

Diagonal A394T0 16 3 1512.48 4932.82 0.307


Top Girt A394T0 16 2 2014.73 4932.82 0.408


Mid Girt A394T0 16 2 1498.98 2922.37 0.513

1.333 Bolt Shear

T8 37 Leg A394T0 19 16 4351.73 9979.03 0.436

1.333 Bolt SS

Diagonal A394T0 16 3 2098.44 4932.82 0.425


Top Girt A394T0 16 2 1680.97 4932.82 0.341


Mid Girt A394T0 16 2 1966.65 2922.37 0.673

1.333 Bolt Shear

T9 32 Leg A394T0 19 16 5878.33 9979.03 0.589

1.333 Bolt SS

Diagonal A394T0 16 2 1410.77 4932.82 0.286


Top Girt A394T0 16 2 284.62 4932.82 0.058


T10 30 Leg A394T0 19 16 5502.21 9979.03 0.551

1.333 Bolt SS

Diagonal A394T0 16 2 1462.37 4932.82 0.296


Top Girt A394T0 16 2 1259.07 4932.82 0.255


T11 27 Leg A394T0 19 16 5720.21 9979.03 0.573

1.333 Bolt SS

Diagonal A394T0 16 2 678.05 4932.82 0.137


Top Girt A394T0 16 2 741.55 4932.82 0.150


T12 23 Leg A394T0 19 16 4878.48 9979.03 0.489

1.333 Bolt SS

Diagonal A394T0 16 2 1823.10 4932.82 0.370


Top Girt A394T0 16 2 717.08 4932.82 0.145


T13 18 Leg A394T0 19 16 4935.13 9979.03 0.495

1.333 Bolt SS

Diagonal A394T0 16 2 1911.82 4932.82 0.388


Horizontal A394T0 16 2 176.70 4932.82 0.036


T14 12 Leg A394T0 19 16 4803.00 9979.03 0.481

1.333 Bolt SS

Diagonal A394T0 16 4 2014.80 7399.23 0.272




Page

42 of 49


Project


Date

13:43:38 09/16/13


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

Top Girt A394T0 16 2 2058.02 4932.82 0.417


T15 6 Leg A394T0 19 16 4881.06 9979.03 0.489

1.333 Bolt SS

Diagonal A394T0 16 3 1896.21 7399.23 0.256


Horizontal A394T0 16 3 209.61 4932.82 0.042


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 65 - 63 L102x102x10 2.0000 2.0000 50.0 K=0.50

167932 1845 -281.41 31597.12 0.009

T2 63 - 57 L102x102x10 6.0000 2.0000 50.0

K=0.50 167932 1845 -3014.86 31597.12 0.095

T3 57 - 51 L102x102x13 6.0000 2.0000 50.3

K=0.50 167520 2419 -11088.43 41328.04 0.268

T4 51 - 45 L102x102x13 6.0000 1.5000 37.8

K=0.50 180245 2419 -27188.47 44467.58 0.611

T5 45 - 43.5 L102x102x13 1.5334 1.5334 38.6

K=0.50 179450 2419 -23508.38 44271.26 0.531

T6 43.5 - 42 L102x102x13 1.5334 1.5334 38.6

K=0.50 179450 2419 -24340.36 44271.26 0.550

T7 42 - 37 L102x102x13 5.0000 2.5000 62.9

K=0.50 153138 2419 -27994.50 37779.95 0.741

T8 37 - 32 L127x127x13 5.0000 2.5000 50.1

K=0.50 167823 3065 -40506.36 52443.46 0.772

T9 32 - 30 2L127x127x13 2.0199 2.0199 40.4

K=0.50 177670 6129 -47026.66 111041.71 0.424

T10 30 - 27 2L127x127x13 3.0298 3.0298 60.7

K=0.50 155837 6129 -44017.80 97395.83 0.452

T11 27 - 23 2L127x127x13 4.0398 4.0398 53.4

K=0.33 164186 6129 -45761.59 102614.42 0.446

T12 23 - 18 2L127x127x13 5.0497 5.0497 66.7

K=0.33 148470 6129 -39027.78 92791.87 0.421

T13 18 - 12 2L127x127x13 6.0597 6.0597 80.1

K=0.33 130963 6129 -39480.87 81850.31 0.482

T14 12 - 6 2L127x127x13 6.4904 6.4904 85.8

K=0.33 122945 6129 -38424.00 76839.02 0.500

T15 6 - 0 2L127x127x13 6.4904 6.4904 85.8

K=0.33 122945 6129 -39048.64 76839.02 0.508



Page

43 of 49


Project


Date

13:43:38 09/16/13


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 65 - 63 L51x51x5 2.2361 1.0044 64.1 K=1.00

117418 461 -93.40 5523.17 0.017

T2 63 - 57 L51x51x5 2.2361 1.0044 64.1

K=1.00 117418 461 -803.20 5523.17 0.145

T3 57 - 51 L51x51x5 2.2361 1.0044 64.1

K=1.00 117418 461 -2401.91 5523.17 0.435

T4 51 - 45 L51x51x5 1.8028 0.8098 80.9

K=1.00 105164 461 -3293.47 4946.74 0.666

T5 45 - 43.5 2L76x76x6 1.9497 1.0744 45.5

K=1.00 129208 1858 -6154.03 24481.11 0.251

T6 43.5 - 42 2L76x76x6 2.2597 1.2137 51.4

K=1.00 125680 1858 -2023.92 23812.52 0.085

T7 42 - 37 L76x76x6 3.1401 1.4861 62.9

K=1.00 118223 929 -4537.42 11199.83 0.405

T8 37 - 32 L76x76x6 3.1401 1.4651 62.0

K=1.00 118824 929 -6295.32 11256.71 0.559

T9 32 - 30 L102x102x6 2.9069 1.5044 47.4

K=1.00 124219 1252 -2821.55 15853.87 0.178

T10 30 - 27 L102x102x6 3.9812 2.1237 66.9

K=1.00 112344 1252 -2924.73 14338.29 0.204

T11 27 - 23 L76x76x6 4.4252 4.2768 181.0

K=1.00 31411 929 -1356.10 2975.67 0.456

T12 23 - 18 L76x76x6 5.3547 5.1772 219.2

K=1.00 21434 929 -3646.19 2030.56 1.796

KL/R > 200 (C) - 301

T13 18 - 12 L76x76x6 6.7129 6.5713 278.2 K=1.00

13305 929 -3823.63 1260.42 3.034

KL/R > 200 (C) - 313

T14 12 - 6 L102x102x10 6.9112 6.7833 217.1 K=1.00

21841 1845 -6489.19 4109.43 1.579

KL/R > 200 (C) - 330

T15 6 - 0 L102x102x10 8.9814 8.8960 146.7 K=0.33

47860 1845 -3780.70 9004.99 0.420

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

T13 18 - 12 L76x76x6 4.7000 4.5730 193.6 K=1.00

27473 929 -353.39 2602.62 0.136

T15 6 - 0 L102x102x6 9.4000 4.6365 114.8

K=0.50 75176 1252 -628.82 9594.62 0.066



Page

44 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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 63 - 57 L64x64x5 1.0000 0.8984 71.5 K=1.00

112238 582 -8.98 6660.33 0.001

T3 57 - 51 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -245.39 6660.33 0.037

T4 51 - 45 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -810.96 6660.33 0.122

T5 45 - 43.5 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -1405.70 6660.33 0.211

T6 43.5 - 42 L64x64x6 1.4500 1.3484 108.1

K=1.00 82211 768 -2750.38 6436.11 0.427

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1

K=1.00 96229 768 -3342.77 7533.54 0.444

T8 37 - 32 L64x64x6 1.9000 1.7984 92.1

K=1.00 96229 768 -2892.99 7533.54 0.384

T9 32 - 30 L64x64x6 1.9000 1.7730 90.8

K=1.00 97304 768 -537.17 7617.72 0.071

T10 30 - 27 L64x64x6 2.3000 2.1730 111.3

K=1.00 79310 768 -2165.04 6208.96 0.349

T11 27 - 23 L64x64x6 2.9000 2.7730 71.0

K=0.50 112578 768 -1265.62 8813.48 0.144

T12 23 - 18 L76x76x6 3.7000 3.5730 237.6

K=1.00 18235 929 -1161.72 1727.53 0.672

KL/R > 200 (C) - 289

T14 12 - 6 L102x102x6 5.9000 5.7730 90.9 K=0.50

95127 1252 -4116.04 12140.99 0.339

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

T2 63 - 57 L51x51x5 1.0000 0.8984 89.8 K=1.00

98125 461 -146.73 4615.62 0.032

T3 57 - 51 L51x51x5 1.0000 0.8984 89.8

K=1.00 98125 461 -572.00 4615.62 0.124

T4 51 - 45 L51x51x5 1.0000 0.8984 89.8

K=1.00 98125 461 -1585.71 4615.62 0.344

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1

K=1.00 96229 768 -2554.04 7533.54 0.339

T8 37 - 32 L64x64x6 1.9000 1.7730 90.8

K=1.00 97304 768 -3412.83 7617.72 0.448



Page

45 of 49


Project


Date

13:43:38 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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 65 - 63 L102x102x10 2.0000 2.0000 64.0 224080 1422 100.37 32487.16 0.003

T2 63 - 57 L102x102x10 6.0000 2.0000 64.0 224080 1422 2464.01 32487.16 0.076

T3 57 - 51 L102x102x13 6.0000 2.0000 64.5 224080 1855 10075.24 42382.55 0.238

T4 51 - 45 L102x102x13 6.0000 1.5000 48.4 224080 1855 26251.26 42382.55 0.619

T5 45 - 43.5 L102x102x13 1.5334 1.5334 49.5 224080 1855 22667.51 42382.55 0.535

T6 43.5 - 42 L102x102x13 1.5334 1.5334 49.5 224080 1855 22177.63 42382.55 0.523

T7 42 - 37 L102x102x13 5.0000 2.5000 80.7 224080 1855 25610.47 42382.55 0.604

T8 37 - 32 L127x127x13 5.0000 2.5000 63.9 224080 2500 37932.40 57124.53 0.664

T9 32 - 30 2L127x127x13 2.0199 2.0199 80.9 206843 6129 43765.19 129273.86 0.339

T10 30 - 27 2L127x127x13 3.0298 3.0298 121.3 206843 6129 40464.17 129273.86 0.313

T11 27 - 23 2L127x127x13 4.0398 4.0398 161.8 206843 6129 41068.72 129273.86 0.318

T12 23 - 18 2L127x127x13 5.0497 5.0497 202.2 206843 6129 35218.51 129273.86 0.272

T13 18 - 12 2L127x127x13 6.0597 6.0597 242.7 206843 6129 34809.69 129273.86 0.269

T14 12 - 6 2L127x127x13 6.4904 6.4904 259.9 206843 6129 25847.06 129273.86 0.200

T15 6 - 0 2L127x127x13 6.4904 6.4904 259.9 206843 6129 25199.97 129273.86 0.195

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 65 - 63 L51x51x5 2.2361 1.0044 64.1 148927 461 56.82 7005.28 0.008

T2 63 - 57 L51x51x5 2.2361 1.0044 64.1 148927 461 701.03 7005.28 0.100

T3 57 - 51 L51x51x5 2.2361 1.0044 64.1 148927 461 2253.58 7005.28 0.322



Page

46 of 49


Project


Date

13:43:38 09/16/13


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

T4 51 - 45 L51x51x5 1.8028 0.8098 51.7 148927 461 3213.09 7005.28 0.459

T5 45 - 43.5 2L76x76x6 1.9497 1.0744 45.5 148927 1858 5926.82 28217.08 0.210

T6 43.5 - 42 2L76x76x6 2.2597 1.2137 51.4 148927 1858 1942.16 28217.08 0.069

T7 42 - 37 L76x76x6 3.1401 1.4861 62.9 148927 929 4126.25 14108.54 0.292

T8 37 - 32 L76x76x6 3.1401 1.4651 62.0 148927 929 5874.11 14108.54 0.416

T9 32 - 30 L102x102x6 2.9069 1.5044 47.4 148927 1252 2534.35 19007.34 0.133

T10 30 - 27 L102x102x6 3.9812 2.1237 66.9 148927 1252 2489.42 19007.34 0.131

T11 27 - 23 L76x76x6 4.4252 4.2768 181.0 148927 929 1285.06 14108.54 0.091

T12 23 - 18 L76x76x6 5.3547 5.1772 219.2 148927 929 2829.38 14108.54 0.201

T13 18 - 12 L76x76x6 6.7129 6.5713 278.2 148927 929 2794.17 14108.54 0.198

T14 12 - 6 L102x102x10 6.9112 6.7833 217.1 148927 1845 8059.20 28021.13 0.288

T15 6 - 0 L102x102x10 8.9814 8.8960 284.7 148927 1845 5688.64 28021.13 0.203

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

T13 18 - 12 L76x76x6 4.7000 4.5730 193.6 148927 929 216.46 14108.54 0.015

T15 6 - 0 L102x102x6 9.4000 4.6365 292.1 148927 1252 124.00 19007.34 0.007

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 65 - 63 L64x64x5 1.0000 0.8984 45.5 148927 582 9.70 8837.43 0.001

T2 63 - 57 L64x64x5 1.0000 0.8984 45.5 148927 582 50.07 8837.43 0.006



Page

47 of 49


Project


Date

13:43:38 09/16/13


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 57 - 51 L64x64x5 1.0000 0.8984 45.5 148927 582 338.64 8837.43 0.038

T4 51 - 45 L64x64x5 1.0000 0.8984 45.5 148927 582 952.96 8837.43 0.108

T5 45 - 43.5 L64x64x5 1.0000 0.8984 45.5 148927 582 1515.15 8837.43 0.171

T6 43.5 - 42 L64x64x6 1.4500 1.3484 69.0 148927 768 3071.68 11659.14 0.263

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1 148927 768 4029.45 11659.14 0.346

T8 37 - 32 L64x64x6 1.9000 1.7984 92.1 148927 768 3361.94 11659.14 0.288

T9 32 - 30 L64x64x6 1.9000 1.7730 90.8 148927 768 569.24 11659.14 0.049

T10 30 - 27 L64x64x6 2.3000 2.1730 111.3 148927 768 2518.14 11659.14 0.216

T11 27 - 23 L64x64x6 2.9000 2.7730 142.0 148927 768 1483.09 11659.14 0.127

T12 23 - 18 L76x76x6 3.7000 3.5730 151.3 148927 929 1434.16 14108.54 0.102

T14 12 - 6 L102x102x6 5.9000 5.7730 181.8 148927 1252 975.16 19007.34 0.051

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

T2 63 - 57 L51x51x5 1.0000 0.8984 57.3 199948 278 226.14 5666.60 0.040

T3 57 - 51 L51x51x5 1.0000 0.8984 57.3 199948 278 694.58 5666.60 0.123

T4 51 - 45 L51x51x5 1.0000 0.8984 57.3 199948 278 1773.50 5666.60 0.313

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1 199948 485 2997.95 9890.31 0.303

T8 37 - 32 L64x64x6 1.9000 1.7730 90.8 199948 485 3933.30 9890.31 0.398



Page

48 of 49


Project


Date

13:43:38 09/16/13


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 65 - 63 Leg L102x102x10 3 -281.41 42118.96 0.7 1.1 (b)

Pass

Diagonal L51x51x5 13 -93.40 7362.38 1.3 Pass Top Girt L64x64x5 7 9.70 11780.30 0.1

0.1 (b) Pass

T2 63 - 57 Leg L102x102x10 19 -3014.86 42118.96 7.2 Pass Diagonal L51x51x5 32 -803.20 7362.38 10.9 Pass Top Girt L64x64x5 22 50.07 11780.30 0.4

0.5 (b) Pass

Mid Girt L51x51x5 26 226.14 7553.57 3.0 Pass T3 57 - 51 Leg L102x102x13 59 -11088.43 55090.27 20.1 Pass


3.4 (b) Pass

Mid Girt L51x51x5 65 -572.00 6152.62 9.3 Pass T4 51 - 45 Leg L102x102x13 97 26251.26 56495.94 46.5 Pass

Diagonal L51x51x5 113 -3293.47 6594.01 49.9 Pass Top Girt L64x64x5 101 -810.96 8878.21 9.1

9.7 (b) Pass

Mid Girt L51x51x5 105 -1585.71 6152.62 25.8 Pass T5 45 - 43.5 Leg L102x102x13 149 22667.51 56495.94 40.1

44.2 (b) Pass

Diagonal 2L76x76x6 159 -6154.03 32633.32 18.9 Pass Top Girt L64x64x5 153 -1405.70 8878.21 15.8 Pass

T6 43.5 - 42 Leg L102x102x13 167 -24340.36 59013.59 41.2 45.7 (b)

Pass


T7 42 - 37 Leg L102x102x13 183 -27994.50 50360.67 55.6 Pass Diagonal L76x76x6 197 -4537.42 14929.38 30.4 Pass Top Girt L64x64x6 185 -3342.77 10042.20 33.3 Pass Mid Girt L64x64x6 189 -2554.04 10042.20 25.4

38.5 (b) Pass


50.5 (b) Pass

T9 32 - 30 Leg 2L127x127x13 239 -47026.66 148018.60 31.8 44.2 (b)

Pass

Diagonal L102x102x6 247 -2821.55 21133.21 13.4 21.5 (b)

Pass

Top Girt L64x64x6 241 -537.17 10154.42 5.3 Pass T10 30 - 27 Leg 2L127x127x13 255 -44017.80 129828.64 33.9

41.4 (b) Pass

Diagonal L102x102x6 263 -2924.73 19112.93 15.3 22.2 (b)

Pass


43.0 (b) Pass


11.3 (b) Pass

T12 23 - 18 Leg 2L127x127x13 287 -39027.78 123691.56 31.6 36.7 (b)

Pass

Diagonal L76x76x6 301 -3646.19 2706.74 134.7 Fail Top Girt L76x76x6 289 -1161.72 2302.79 50.4 Pass



Page

49 of 49


Project


Date

13:43:38 09/16/13


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

T13 18 - 12 Leg 2L127x127x13 307 -39480.87 109106.46 36.2 37.1 (b)

Pass

Diagonal L76x76x6 313 -3823.63 1680.14 227.6 Fail Horizontal L76x76x6 293 -353.39 3469.29 10.2 Pass

T14 12 - 6 Leg 2L127x127x13 319 -38424.00 102426.41 37.5 Pass Diagonal L102x102x10 330 -6489.19 5477.87 118.5 Fail Top Girt L102x102x6 322 -4116.04 16183.94 25.4

31.3 (b) Pass

T15 6 - 0 Leg 2L127x127x13 339 -39048.64 102426.41 38.1 Pass Diagonal L102x102x10 343 -3780.70 12003.65 31.5 Pass Horizontal L102x102x6 325 -628.82 12789.62 4.9 Pass Summary Leg (T8) 57.9 Pass Diagonal

(T13) 227.6 Fail

Horizontal (T13)

10.2 Pass

Top Girt (T12)

50.4 Pass

Mid Girt (T8)

50.5 Pass

Bolt Checks 50.5 Pass RATING = 227.6 Fail

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=65m C. ACTUAL EB. SIMON BOLIVAR.eri

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA DE DEFLEXIONES-TC65m PATA=12.900m V=130 KPH





Dwg No. E-5

TIA/EIA-222-F - Service - 65 kph Maximum Values

0

0

50

50

100

100

Deflection (mm)

65.0000

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

Ele

va

tio

n (

m)

0

0

0.05

0.05

0.1

0.1

0.15

0.15

0.2

0.2

0.25

0.25

Tilt (deg)0

0

0.05

0.05

0.1

0.1

Twist (deg)

65.0000

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA CABLES GUIA DE ONDA-TC65m PATA=12.900m V=130 KPH





Dwg No. E-7

Feedline Distribution Chart

0.0000 - 65.0000Round Flat App In Face App Out Face Truss Leg

Face A

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

Ele

va

tio

n (

m)

Face B

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

Face C

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

Face D

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

(4)

1/2

(8 A

NT

TV

E)

(4)

1/2

(8 A

NT

TV

E)

(4)

1/2

(4 A

NT

TV

E)

(2)

1/2

(2 A

NT

TV

E)

(2)

1/2

(2 A

NT

TV

E)

1/2

(1 A

NT

TV

E)

7/8

(1 A

NT

MW

E)

7/8

(1 A

NT

GR

IP E

)

7/8

(1 A

NT

MW

E)

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.

Job: DIAGRAMA DE ESFUERZOS-TC65m PATA=12.900m V=130 KPH





Dwg No. E-8

Stress Distribution Chart

0.0000 - 65.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress

Face A Face B Face C Face D

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

Ele

va

tio

n (

m)

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000


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


CONDICION NUEVA.

EB. SIMON BOLIVAR.

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.


Project: EVALUACION ESTRUCTURAL EB. SAN ANDRES - CONDICION NUEVA.



D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR.eri

Dwg No. E-1

65.0 m

63.0 m

57.0 m

51.0 m

45.0 m

43.5 m

42.0 m

37.0 m

32.0 m

30.0 m

27.0 m

23.0 m

18.0 m

12.0 m

6.0 m

0.0 m


17303 kgSHEAR

583072 kg-mMOMENT

25092 kgAXIAL



S

ection

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

Legs

L102x102x10

L102x102x13

L127x127x13

2L127x127x13

Leg G

rade

A572-5

0

D

iagonals

L51x51x5

2L76x76x6

L76x76x6

L102x102x6

L76x76x6

L102x102x10

D

iagonal G

rade

A36

T

op G

irts

L64x64x5

L64x64x6

L76x76x6

N.A

.L102x102x6

N.A

.

M

id G

irts

N.A

.L51x51x5

N.A

.L64x64x6

N.A

.

H

orizonta

lsN

.A.

L76x76x6

N.A

.L102x102x6

F

ace W

idth

(m

)1

1.4

51.9

2.3

2.9

3.7

4.7

5.9

9.4

12.9

# P

anels

@ (

m)

7 @

26 @

1.5

4 @

2.5

1 @

21 @

31 @

41 @

53 @

6

W

eig

ht (k

g)

298.4

883.7

1045.9

1089.5

543.3

622.6

1256.6

1408.5

994.4

1427.0

1658.1

2088.0

2542.1

3422.3

3988.4

23268.9

CxMANTENIMIENTO 99AT15-250 (N) 65AT15-250 (N) 65AT15-250 (N) 65AT15-250 (N) 64AT15-250 (N) 64ANT OMNI L=3m (E) 63.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.5HP8-102 (1 ANT MW Ø2.40m E) 52.52 ANT TV 0.30x1.20m (E) 41.52 ANT TV 0.30x1.20m (E) 40.51 ANT TV 0.30x1.20m (E) 39.5KP8F-13 (1 ANT GRIP Ø2.40m E) 38.5HP8-102 (1 ANT MW Ø2.40m E) 34.5DESIGNED APPURTENANCE LOADING


AT15-250 (N) 65

AT15-250 (N) 65

AT15-250 (N) 65

AT15-250 (N) 64

AT15-250 (N) 64


2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

HP8-102 (1 ANT MW Ø2.40m E) 52.5

2 ANT TV 0.30x1.20m (E) 41.5

2 ANT TV 0.30x1.20m (E) 40.5

1 ANT TV 0.30x1.20m (E) 39.5

KP8F-13 (1 ANT GRIP Ø2.40m E) 38.5

HP8-102 (1 ANT MW Ø2.40m E) 34.5


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





TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH

Page

1 of 51


Project

EVALUACION ESTRUCTURAL EB. SAN ANDRES - CONDICION NUEVA.

Date

14:48:00 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower Input Data




Options




Page

2 of 51


Project


Date

14:48:00 09/16/13


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



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




Page

3 of 51


Project


Date

14:48:00 09/16/13


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



Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1 65.0000-63.0000



T2 63.0000-57.0000



T3 57.0000-51.0000



T4 51.0000-45.0000



T5 45.0000-43.5000



T6 43.5000-42.0000



T7 42.0000-37.0000



T8 37.0000-32.0000



T9 32.0000-30.0000



T10 30.0000-27.0000



T11 27.0000-23.0000



T12 23.0000-18.0000



T13 18.0000-12.0000



T14 12.0000-6.0000



T15 6.0000-0.0000





Page

4 of 51


Project


Date

14:48:00 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Elevation

m

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1 65.0000-63.0000



T2 63.0000-57.0000



T3 57.0000-51.0000



T4 51.0000-45.0000



T5 45.0000-43.5000



T6 43.5000-42.0000



T7 42.0000-37.0000



T8 37.0000-32.0000



T9 32.0000-30.0000



T10 30.0000-27.0000



T11 27.0000-23.0000



T12 23.0000-18.0000



T14 12.0000-6.0000




Tower

Elevation

m

No.

of

Mid

Girts

Mid Girt

Type

Mid Girt

Size

Mid Girt

Grade

Horizontal

Type

Horizontal

Size

Horizontal

Grade

T2 63.0000-57.0000



T3 57.0000-51.0000



T4 51.0000-45.0000



T7 42.0000-37.0000



T8 37.0000-32.0000



T11 27.0000-23.0000



T12 23.0000-18.0000



T13 18.0000-12.0000



T14 12.0000-6.0000



T15 6.0000-0.0000





Page

5 of 51


Project


Date

14:48:00 09/16/13


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

T1 65.0000-63.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T2 63.0000-57.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T3 57.0000-51.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T4 51.0000-45.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T5 45.0000-43.50

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T6 43.5000-42.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T7 42.0000-37.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T8 37.0000-32.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T9 32.0000-30.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T10 30.0000-27.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T11 27.0000-23.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T12 23.0000-18.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T13 18.0000-12.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T14 12.0000-6.000

0

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T15 6.0000-0.0000

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0



Page

6 of 51


Project


Date

14:48:00 09/16/13


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 65.0000-63.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T2 63.0000-57.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T3 57.0000-51.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T4 51.0000-45.00

00

No No 0.5 1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

T5 45.0000-43.50

00

No No 0.5 1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

T6 43.5000-42.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T7 42.0000-37.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T8 37.0000-32.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T9 32.0000-30.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T10 30.0000-27.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T11 27.0000-23.00

00

No No 0.33 1 1

1 0.33

1 1

0.5 0.5

1 1

1 1

1 1

T12 23.0000-18.00

00

No No 0.33 1 1

1 0.33

1 1

1 1

1 0.5

1 1

1 1

T13 18.0000-12.00

00

No No 0.33 1 1

1 0.33

1 1

0.5 0.25

1 1

1 1

1 1

T14 12.0000-6.000

0

No No 0.33 1 1

1 0.33

1 1

0.5 0.25

1 1

1 1

1 1

T15 6.0000-0.0000

No No 0.33 1 1

0.33 0.33

1 1

0.5 0.25

0.5 0.25

1 1

1 1


the overall length.



Page

7 of 51


Project


Date

14:48:00 09/16/13


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

T1 65.0000-63.00

00

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

T2 63.0000-57.00

00

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

T3 57.0000-51.00

00

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

T4 51.0000-45.00

00

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

T5 45.0000-43.50

00

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

T6 43.5000-42.00

00

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

T7 42.0000-37.00

00

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

T8 37.0000-32.00

00

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

T9 32.0000-30.00

00

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

T10 30.0000-27.00

00

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

T11 27.0000-23.00

00

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

T12 23.0000-18.00

00

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

T13 18.0000-12.00

00

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

T14 12.0000-6.000

0

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

T15 6.0000-0.0000

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



Page

8 of 51


Project


Date

14:48:00 09/16/13


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 65.0000-63.00

00

Sleeve SS 19 A394T0

4 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T2 63.0000-57.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T3 57.0000-51.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T4 51.0000-45.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T5 45.0000-43.50

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T6 43.5000-42.00

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T7 42.0000-37.00

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T8 37.0000-32.00

00

Sleeve SS 19 A394T0

16 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T9 32.0000-30.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T10 30.0000-27.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T11 27.0000-23.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T12 23.0000-18.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T13 18.0000-12.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T14 12.0000-6.000

0

Sleeve SS 19 A394T0

16 16 A394T0

4 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T15 6.0000-0.0000

Sleeve SS 19 A394T0

16 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

3 16 A394T0

0



Page

9 of 51


Project


Date

14:48:00 09/16/13


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 (8 ANT TV E)

D No Ar (CfAe) 58.5000 - 0.0000 4 4 15 15 0.37

1/2 (8 ANT TV E)

D No Ar (CfAe) 57.5000 - 0.0000 4 4 15 15 0.37

1/2 (4 ANT TV E)

D No Ar (CfAe) 56.5000 - 0.0000 4 4 15 15 0.37

1/2 (2 ANT TV E)

D No Ar (CfAe) 41.5000 - 0.0000 2 2 15 15 0.37

1/2 (2 ANT TV E)

D No Ar (CfAe) 40.5000 - 0.0000 2 2 15 15 0.37

1/2 (1 ANT TV E)

D No Ar (CfAe) 39.5000 - 0.0000 1 1 15 15 0.37

7/8 (1 ANT MW E)

D No Ar (CfAe) 52.5000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT GRIP E)

D No Ar (CfAe) 38.5000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT MW E)

D No Ar (CfAe) 34.5000 - 0.0000 1 1 28 28 0.80

1 (2 AT15-250 N)

D No Ar (CfAe) 65.0000 - 0.0000 2 2 32 32 0.86

1 (2 AT15-250 N)

D No Ar (CfAe) 64.0000 - 0.0000 2 2 32 32 0.86

1 (1 AT15-250 N)

D No Ar (CfAe) 65.0000 - 0.0000 1 1 32 32 0.86


Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

T1 65.0000-63.0000 A B C D

0.000 0.000 0.000 0.254

0.000 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 6.91

T2 63.0000-57.0000 A B C D

0.000 0.000 0.000 1.070

0.000 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 28.87

T3 57.0000-51.0000 A B C D

0.000 0.000 0.000 2.026

0.000 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 53.14

T4 51.0000-45.0000 A B C D

0.000 0.000 0.000 2.182

0.000 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 57.50

T5 45.0000-43.5000 A B C D

0.000 0.000 0.000 0.546

0.000 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 14.38

T6 43.5000-42.0000 A B C D

0.000 0.000 0.000 0.546

0.000 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 14.38

T7 42.0000-37.0000 A 0.000 0.000 0.000 0.000 0.00



Page

10 of 51


Project


Date

14:48:00 09/16/13


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 0.000 2.133

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00 56.01

T8 37.0000-32.0000 A B C D

0.000 0.000 0.000 2.398

0.000 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 63.25

T9 32.0000-30.0000 A B C D

0.000 0.000 0.000 0.988

0.000 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 26.10

T10 30.0000-27.0000 A B C D

0.000 0.000 0.000 1.481

0.000 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 39.15

T11 27.0000-23.0000 A B C D

0.000 0.000 0.000 1.975

0.000 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 52.20

T12 23.0000-18.0000 A B C D

0.000 0.000 0.000 2.469

0.000 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 65.26

T13 18.0000-12.0000 A B C D

0.000 0.000 0.000 2.963

0.000 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 78.31

T14 12.0000-6.0000 A B C D

0.000 0.000 0.000 2.963

0.000 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 78.31

T15 6.0000-0.0000 A B C D

0.000 0.000 0.000 2.963

0.000 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 78.31


Section Elevation

m

CPX

mm

CPZ

mm

CPX

Ice

mm

CPZ

Ice

mm

T1 65.0000-63.0000 0 41 0 41 T2 63.0000-57.0000 0 56 0 56 T3 57.0000-51.0000 0 97 0 97 T4 51.0000-45.0000 0 99 0 99 T5 45.0000-43.5000 0 101 0 101 T6 43.5000-42.0000 0 125 0 125 T7 42.0000-37.0000 0 177 0 177 T8 37.0000-32.0000 0 178 0 178 T9 32.0000-30.0000 0 267 0 267

T10 30.0000-27.0000 0 355 0 355 T11 27.0000-23.0000 0 552 0 552 T12 23.0000-18.0000 0 689 0 689 T13 18.0000-12.0000 0 835 0 835 T14 12.0000-6.0000 0 917 0 917 T15 6.0000-0.0000 0 1024 0 1024



Page

11 of 51


Project


Date

14:48:00 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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

ANT OMNI L=3m (E)

B From Leg 0.4000 0.0000 0.0000

0.0000 63.5000 No Ice 0.1500 0.1500 85.00

2 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

1 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00



Page

12 of 51


Project


Date

14:48:00 09/16/13


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

0.0000 2 ANT TV 0.30x1.20m

(E) B From Leg 0.6000

0.0000 0.0000

0.0000 41.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Leg 0.6000 0.0000 0.0000

0.0000 40.5000 No Ice 0.3000 0.0800 24.00

1 ANT TV 0.30x1.20m (E)

B From Leg 0.6000 0.0000 0.0000

0.0000 39.5000 No Ice 0.1500 0.0400 12.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 65.0000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 64.0000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 65.0000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 64.0000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

B From Leg 0.4000 0.0000 0.0000

0.0000 65.0000 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

HP8-102 (1 ANT MW Ø2.40m

E)


From Leg

0.4000 0.0000 0.0000

Worst 52.5000 2.4384 No Ice 4.6693 113.85

KP8F-13 (1 ANT GRIP

Ø2.40m E)

A Grid From Leg

0.4000 0.0000 0.0000

Worst 38.5000 2.4384 No Ice 3.7356 127.91

HP8-102 (1 ANT MW Ø2.40m

E)


From Leg

0.4000 0.0000 0.0000

Worst 34.5000 2.4384 No Ice 4.6693 113.85



Page

13 of 51


Project


Date

14:48:00 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


GH = 1.110

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 65.0000-63.00

00

64.0000 1.697 1.36 2.115 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.254

0.406 55.34 55.34 55.34 41.12

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 63.0000-57.00

00

60.0000 1.666 1.33 6.345 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 1.070

1.219 55.98 55.98 55.98 37.53

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 57.0000-51.00

00

54.0000 1.616 1.29 6.359 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 2.026

1.219 55.98 55.98 55.98 29.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 51.0000-45.00

00

48.0000 1.563 1.25 6.359 A B C D

2.279 2.279 2.279 2.279

0.000 0.000 0.000 2.182

1.219 53.51 53.51 53.51 27.33

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 45.0000-43.50

00

44.2500 1.527 1.22 1.928 A B C D

0.706 0.706 0.706 0.706

0.000 0.000 0.000 0.546

0.312 44.15 44.15 44.15 24.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 43.5000-42.00

00

42.7500 1.512 1.21 2.603 A B C D

0.793 0.793 0.793 0.793

0.000 0.000 0.000 0.546

0.312 39.29 39.29 39.29 23.28

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 42.0000-37.00

00

39.5000 1.478 1.18 9.799 A B C D

2.365 2.365 2.365 2.365

0.000 0.000 0.000 2.133

1.016 42.95 42.95 42.95 22.58

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 37.0000-32.00

00

34.5000 1.422 1.14 9.862 A B C D

2.632 2.632 2.632 2.632

0.000 0.000 0.000 2.398

1.270 48.24 48.24 48.24 25.24

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 32.0000-30.00

00

31.0000 1.379 1.10 4.455 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.988

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 30.0000-27.00

00

28.5000 1.347 1.08 8.183 A B C D

0.998 0.998 0.998 0.998

0.000 0.000 0.000 1.481

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 27.0000-23.00

00

25.0000 1.297 1.04 13.711 A B C D

0.993 0.993 0.993 0.993

0.000 0.000 0.000 1.975

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 23.0000-18.00

00

20.5000 1.226 0.98 21.638 A B C D

1.274 1.274 1.274 1.274

0.000 0.000 0.000 2.469

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 18.0000-12.00

00

15.0000 1.121 0.90 32.566 A B C D

1.620 1.620 1.620 1.620

0.000 0.000 0.000 2.963

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 12.0000-6.000

9.0000 1 0.80 46.694 A B

2.358 2.358

0.000 0.000

0.000 0.00 0.00

0.000 0.000

0.000 0.000



Page

14 of 51


Project


Date

14:48:00 09/16/13


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

0 C D

2.358 2.358

0.000 2.963

0.00 0.00

0.000 0.000

0.000 0.000

T15 6.0000-0.0000

3.0000 1 0.80 67.694 A B C D

3.300 3.300 3.300 3.300

0.000 0.000 0.000 2.963

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


GH = 1.110

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 65.0000-63.00

00

64.0000 1.697 0.34 2.115 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.254

0.406 55.34 55.34 55.34 41.12

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 63.0000-57.00

00

60.0000 1.666 0.33 6.345 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 1.070

1.219 55.98 55.98 55.98 37.53

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 57.0000-51.00

00

54.0000 1.616 0.32 6.359 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 2.026

1.219 55.98 55.98 55.98 29.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 51.0000-45.00

00

48.0000 1.563 0.31 6.359 A B C D

2.279 2.279 2.279 2.279

0.000 0.000 0.000 2.182

1.219 53.51 53.51 53.51 27.33

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 45.0000-43.50

00

44.2500 1.527 0.31 1.928 A B C D

0.706 0.706 0.706 0.706

0.000 0.000 0.000 0.546

0.312 44.15 44.15 44.15 24.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 43.5000-42.00

00

42.7500 1.512 0.30 2.603 A B C D

0.793 0.793 0.793 0.793

0.000 0.000 0.000 0.546

0.312 39.29 39.29 39.29 23.28

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 42.0000-37.00

00

39.5000 1.478 0.30 9.799 A B C D

2.365 2.365 2.365 2.365

0.000 0.000 0.000 2.133

1.016 42.95 42.95 42.95 22.58

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 37.0000-32.00

00

34.5000 1.422 0.28 9.862 A B C D

2.632 2.632 2.632 2.632

0.000 0.000 0.000 2.398

1.270 48.24 48.24 48.24 25.24

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 32.0000-30.00

00

31.0000 1.379 0.28 4.455 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.988

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 30.0000-27.00

00

28.5000 1.347 0.27 8.183 A B C D

0.998 0.998 0.998 0.998

0.000 0.000 0.000 1.481

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 25.0000 1.297 0.26 13.711 A 0.993 0.000 0.000 0.00 0.000 0.000



Page

15 of 51


Project


Date

14:48:00 09/16/13


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

27.0000-23.0000

B C D

0.993 0.993 0.993

0.000 0.000 1.975

0.00 0.00 0.00

0.000 0.000 0.000

0.000 0.000 0.000

T12 23.0000-18.00

00

20.5000 1.226 0.25 21.638 A B C D

1.274 1.274 1.274 1.274

0.000 0.000 0.000 2.469

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 18.0000-12.00

00

15.0000 1.121 0.22 32.566 A B C D

1.620 1.620 1.620 1.620

0.000 0.000 0.000 2.963

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 12.0000-6.000

0

9.0000 1 0.20 46.694 A B C D

2.358 2.358 2.358 2.358

0.000 0.000 0.000 2.963

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 6.0000-0.0000

3.0000 1 0.20 67.694 A B C D

3.300 3.300 3.300 3.300

0.000 0.000 0.000 2.963

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 65.0000-63.00

00

6.91 298.35 A B C D

0.347 0.347 0.347 0.467

2.434 2.434 2.434 2.116

0.631 0.631 0.631 0.681

1 1 1 1

1 1 1 1

0.734 0.734 0.734 0.907

294.87 147.44 D

T2 63.0000-57.00

00

28.87 883.69 A B C D

0.343 0.343 0.343 0.512

2.446 2.446 2.446 2.028

0.63 0.63 0.63

0.704

1 1 1 1

1 1 1 1

2.178 2.178 2.178 2.931

895.98 149.33 D

T3 57.0000-51.00

00

53.14 1045.94 A B C D

0.342 0.342 0.342 0.661

2.449 2.449 2.449 1.848

0.63 0.63 0.63

0.793

1 1 1 1

1 1 1 1

2.178 2.178 2.178 3.784

1022.78 170.46 D

T4 51.0000-45.00

00

57.50 1089.51 A B C D

0.358 0.358 0.358 0.702

2.399 2.399 2.399

1.83

0.635 0.635 0.635 0.821

1 1 1 1

1 1 1 1

2.279 2.279 2.279 4.070

1053.20 175.53 D

T5 45.0000-43.50

00

14.38 543.33 A B C D

0.366 0.366 0.366 0.649

2.377 2.377 2.377 1.856

0.638 0.638 0.638 0.785

1 1 1 1

1 1 1 1

0.706 0.706 0.706 1.134

290.76 193.84 D

T6 43.5000-42.00

00

14.38 622.60 A B C D

0.305 0.305 0.305 0.514

2.574 2.574 2.574 2.024

0.617 0.617 0.617 0.705

1 1 1 1

1 1 1 1

0.793 0.793 0.793 1.178

326.08 217.39 D

T7 42.0000-37.00

00

56.01 1256.62 A B C D

0.241 0.241 0.241 0.459

2.809 2.809 2.809 2.134

0.6 0.6 0.6

0.677

1 1 1 1

1 1 1 1

2.365 2.365 2.365 3.811

1088.06 217.61 D

T8 37.0000-32.00

00

63.25 1408.53 A B C

0.267 0.267 0.267

2.71 2.71 2.71

0.606 0.606 0.606

1 1 1

1 1 1

2.632 2.632 2.632

1128.70 225.74 D



Page

16 of 51


Project


Date

14:48:00 09/16/13


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 0.51 2.031 0.703 1 1 4.318 T9

32.0000-30.0000

26.10 994.41 A B C D

0.165 0.165 0.165 0.387

3.136 3.136 3.136 2.317

0.584 0.584 0.584 0.646

1 1 1 1

1 1 1 1

0.734 0.734 0.734 1.373

397.01 198.50 D

T10 30.0000-27.00

00

39.15 1427.04 A B C D

0.122 0.122 0.122 0.303

3.34 3.34 3.34

2.579

0.578 0.578 0.578 0.617

1 1 1 1

1 1 1 1

0.998 0.998 0.998 1.912

601.06 200.35 D

T11 27.0000-23.00

00

52.20 1658.13 A B C D

0.072 0.072 0.072 0.217

3.593 3.593 3.593

2.91

0.573 0.573 0.573 0.594

1 1 1 1

1 1 1 1

0.993 0.993 0.993 2.166

740.05 185.01 D

T12 23.0000-18.00

00

65.26 2088.01 A B C D

0.059 0.059 0.059 0.173

3.667 3.667 3.667 3.099

0.572 0.572 0.572 0.585

1 1 1 1

1 1 1 1

1.274 1.274 1.274 2.718

934.45 186.89 D

T13 18.0000-12.00

00

78.31 2542.12 A B C D

0.05 0.05 0.05

0.141

3.716 3.716 3.716 3.249

0.571 0.571 0.571

0.58

1 1 1 1

1 1 1 1

1.620 1.620 1.620 3.339

1100.33 183.39 D

T14 12.0000-6.000

0

78.31 3422.28 A B C D

0.05 0.05 0.05

0.114

3.712 3.712 3.712

3.38

0.571 0.571 0.571 0.577

1 1 1 1

1 1 1 1

2.358 2.358 2.358 4.066

1243.64 207.27 D

T15 6.0000-0.0000

78.31 3988.36 A B C D

0.049 0.049 0.049 0.093

3.722 3.722 3.722 3.488

0.571 0.571 0.571 0.574

1 1 1 1

1 1 1 1

3.300 3.300 3.300 5.001

1578.90 263.15 D


12695.87


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 65.0000-63.00

00

6.91 298.35 A B C D

0.347 0.347 0.347 0.467

2.434 2.434 2.434 2.116

0.631 0.631 0.631 0.681

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.881 0.881 0.881 1.089

353.85 176.92 D

T2 63.0000-57.00

00

28.87 883.69 A B C D

0.343 0.343 0.343 0.512

2.446 2.446 2.446 2.028

0.63 0.63 0.63

0.704

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 3.517

1075.17 179.20 D

T3 57.0000-51.00

00

53.14 1045.94 A B C D

0.342 0.342 0.342 0.661

2.449 2.449 2.449 1.848

0.63 0.63 0.63

0.793

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 4.541

1227.33 204.56 D

T4 51.0000-45.00

00

57.50 1089.51 A B C D

0.358 0.358 0.358 0.702

2.399 2.399 2.399

1.83

0.635 0.635 0.635 0.821

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.734 2.734 2.734 4.884

1263.84 210.64 D

T5 45.0000-43.50

14.38 543.33 A B

0.366 0.366

2.377 2.377

0.638 0.638

1.2 1.2

1.2 1.2

0.847 0.847

348.91 232.60 D



Page

17 of 51


Project


Date

14:48:00 09/16/13


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

0.366 0.649

2.377 1.856

0.638 0.785

1.2 1.2

1.2 1.2

0.847 1.361

T6 43.5000-42.00

00

14.38 622.60 A B C D

0.305 0.305 0.305 0.514

2.574 2.574 2.574 2.024

0.617 0.617 0.617 0.705

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.952 0.952 0.952 1.413

391.30 260.86 D

T7 42.0000-37.00

00

56.01 1256.62 A B C D

0.241 0.241 0.241 0.459

2.809 2.809 2.809 2.134

0.6 0.6 0.6

0.677

1.181 1.181 1.181

1.2

1.181 1.181 1.181

1.2

2.794 2.794 2.794 4.573

1305.67 261.13 D

T8 37.0000-32.00

00

63.25 1408.53 A B C D

0.267 0.267 0.267

0.51

2.71 2.71 2.71

2.031

0.606 0.606 0.606 0.703

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

3.159 3.159 3.159 5.181

1354.44 270.89 D

T9 32.0000-30.00

00

26.10 994.41 A B C D

0.165 0.165 0.165 0.387

3.136 3.136 3.136 2.317

0.584 0.584 0.584 0.646

1.124 1.124 1.124

1.2

1.124 1.124 1.124

1.2

0.825 0.825 0.825 1.647

476.41 238.21 D

T10 30.0000-27.00

00

39.15 1427.04 A B C D

0.122 0.122 0.122 0.303

3.34 3.34 3.34

2.579

0.578 0.578 0.578 0.617

1.092 1.092 1.092

1.2

1.092 1.092 1.092

1.2

1.090 1.090 1.090 2.295

721.27 240.42 D

T11 27.0000-23.00

00

52.20 1658.13 A B C D

0.072 0.072 0.072 0.217

3.593 3.593 3.593

2.91

0.573 0.573 0.573 0.594

1.054 1.054 1.054 1.162

1.054 1.054 1.054 1.162

1.047 1.047 1.047 2.518

860.23 215.06 D

T12 23.0000-18.00

00

65.26 2088.01 A B C D

0.059 0.059 0.059 0.173

3.667 3.667 3.667 3.099

0.572 0.572 0.572 0.585

1.044 1.044 1.044

1.13

1.044 1.044 1.044

1.13

1.330 1.330 1.330 3.071

1055.67 211.13 D

T13 18.0000-12.00

00

78.31 2542.12 A B C D

0.05 0.05 0.05

0.141

3.716 3.716 3.716 3.249

0.571 0.571 0.571

0.58

1.037 1.037 1.037 1.106

1.037 1.037 1.037 1.106

1.680 1.680 1.680 3.691

1216.46 202.74 D

T14 12.0000-6.000

0

78.31 3422.28 A B C D

0.05 0.05 0.05

0.114

3.712 3.712 3.712

3.38

0.571 0.571 0.571 0.577

1.038 1.038 1.038 1.085

1.038 1.038 1.038 1.085

2.447 2.447 2.447 4.414

1349.92 224.99 D

T15 6.0000-0.0000

78.31 3988.36 A B C D

0.049 0.049 0.049 0.093

3.722 3.722 3.722 3.488

0.571 0.571 0.571 0.574

1.037 1.037 1.037 1.069

1.037 1.037 1.037 1.069

3.420 3.420 3.420 5.348

1688.45 281.41 D


14688.91


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 65.0000-63.00

00

6.91 298.35 A B C D

0.347 0.347 0.347 0.467

2.434 2.434 2.434 2.116

0.631 0.631 0.631 0.681

1 1 1 1

1 1 1 1

0.734 0.734 0.734 0.907

73.72 36.86 D

T2 28.87 883.69 A 0.343 2.446 0.63 1 1 2.178 223.99 37.33 D



Page

18 of 51


Project


Date

14:48:00 09/16/13


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

63.0000-57.0000

B C D

0.343 0.343 0.512

2.446 2.446 2.028

0.63 0.63

0.704

1 1 1

1 1 1

2.178 2.178 2.931

T3 57.0000-51.00

00

53.14 1045.94 A B C D

0.342 0.342 0.342 0.661

2.449 2.449 2.449 1.848

0.63 0.63 0.63

0.793

1 1 1 1

1 1 1 1

2.178 2.178 2.178 3.784

255.69 42.62 D

T4 51.0000-45.00

00

57.50 1089.51 A B C D

0.358 0.358 0.358 0.702

2.399 2.399 2.399

1.83

0.635 0.635 0.635 0.821

1 1 1 1

1 1 1 1

2.279 2.279 2.279 4.070

263.30 43.88 D

T5 45.0000-43.50

00

14.38 543.33 A B C D

0.366 0.366 0.366 0.649

2.377 2.377 2.377 1.856

0.638 0.638 0.638 0.785

1 1 1 1

1 1 1 1

0.706 0.706 0.706 1.134

72.69 48.46 D

T6 43.5000-42.00

00

14.38 622.60 A B C D

0.305 0.305 0.305 0.514

2.574 2.574 2.574 2.024

0.617 0.617 0.617 0.705

1 1 1 1

1 1 1 1

0.793 0.793 0.793 1.178

81.52 54.35 D

T7 42.0000-37.00

00

56.01 1256.62 A B C D

0.241 0.241 0.241 0.459

2.809 2.809 2.809 2.134

0.6 0.6 0.6

0.677

1 1 1 1

1 1 1 1

2.365 2.365 2.365 3.811

272.01 54.40 D

T8 37.0000-32.00

00

63.25 1408.53 A B C D

0.267 0.267 0.267

0.51

2.71 2.71 2.71

2.031

0.606 0.606 0.606 0.703

1 1 1 1

1 1 1 1

2.632 2.632 2.632 4.318

282.18 56.44 D

T9 32.0000-30.00

00

26.10 994.41 A B C D

0.165 0.165 0.165 0.387

3.136 3.136 3.136 2.317

0.584 0.584 0.584 0.646

1 1 1 1

1 1 1 1

0.734 0.734 0.734 1.373

99.25 49.63 D

T10 30.0000-27.00

00

39.15 1427.04 A B C D

0.122 0.122 0.122 0.303

3.34 3.34 3.34

2.579

0.578 0.578 0.578 0.617

1 1 1 1

1 1 1 1

0.998 0.998 0.998 1.912

150.26 50.09 D

T11 27.0000-23.00

00

52.20 1658.13 A B C D

0.072 0.072 0.072 0.217

3.593 3.593 3.593

2.91

0.573 0.573 0.573 0.594

1 1 1 1

1 1 1 1

0.993 0.993 0.993 2.166

185.01 46.25 D

T12 23.0000-18.00

00

65.26 2088.01 A B C D

0.059 0.059 0.059 0.173

3.667 3.667 3.667 3.099

0.572 0.572 0.572 0.585

1 1 1 1

1 1 1 1

1.274 1.274 1.274 2.718

233.61 46.72 D

T13 18.0000-12.00

00

78.31 2542.12 A B C D

0.05 0.05 0.05

0.141

3.716 3.716 3.716 3.249

0.571 0.571 0.571

0.58

1 1 1 1

1 1 1 1

1.620 1.620 1.620 3.339

275.08 45.85 D

T14 12.0000-6.000

0

78.31 3422.28 A B C D

0.05 0.05 0.05

0.114

3.712 3.712 3.712

3.38

0.571 0.571 0.571 0.577

1 1 1 1

1 1 1 1

2.358 2.358 2.358 4.066

310.91 51.82 D

T15 6.0000-0.0000

78.31 3988.36 A B C D

0.049 0.049 0.049 0.093

3.722 3.722 3.722 3.488

0.571 0.571 0.571 0.574

1 1 1 1

1 1 1 1

3.300 3.300 3.300 5.001

394.72 65.79 D


3173.97



Page

19 of 51


Project


Date

14:48:00 09/16/13


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 65.0000-63.00

00

6.91 298.35 A B C D

0.347 0.347 0.347 0.467

2.434 2.434 2.434 2.116

0.631 0.631 0.631 0.681

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.881 0.881 0.881 1.089

88.46 44.23 D

T2 63.0000-57.00

00

28.87 883.69 A B C D

0.343 0.343 0.343 0.512

2.446 2.446 2.446 2.028

0.63 0.63 0.63

0.704

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 3.517

268.79 44.80 D

T3 57.0000-51.00

00

53.14 1045.94 A B C D

0.342 0.342 0.342 0.661

2.449 2.449 2.449 1.848

0.63 0.63 0.63

0.793

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 4.541

306.83 51.14 D

T4 51.0000-45.00

00

57.50 1089.51 A B C D

0.358 0.358 0.358 0.702

2.399 2.399 2.399

1.83

0.635 0.635 0.635 0.821

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.734 2.734 2.734 4.884

315.96 52.66 D

T5 45.0000-43.50

00

14.38 543.33 A B C D

0.366 0.366 0.366 0.649

2.377 2.377 2.377 1.856

0.638 0.638 0.638 0.785

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.847 0.847 0.847 1.361

87.23 58.15 D

T6 43.5000-42.00

00

14.38 622.60 A B C D

0.305 0.305 0.305 0.514

2.574 2.574 2.574 2.024

0.617 0.617 0.617 0.705

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.952 0.952 0.952 1.413

97.82 65.22 D

T7 42.0000-37.00

00

56.01 1256.62 A B C D

0.241 0.241 0.241 0.459

2.809 2.809 2.809 2.134

0.6 0.6 0.6

0.677

1.181 1.181 1.181

1.2

1.181 1.181 1.181

1.2

2.794 2.794 2.794 4.573

326.42 65.28 D

T8 37.0000-32.00

00

63.25 1408.53 A B C D

0.267 0.267 0.267

0.51

2.71 2.71 2.71

2.031

0.606 0.606 0.606 0.703

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

3.159 3.159 3.159 5.181

338.61 67.72 D

T9 32.0000-30.00

00

26.10 994.41 A B C D

0.165 0.165 0.165 0.387

3.136 3.136 3.136 2.317

0.584 0.584 0.584 0.646

1.124 1.124 1.124

1.2

1.124 1.124 1.124

1.2

0.825 0.825 0.825 1.647

119.10 59.55 D

T10 30.0000-27.00

00

39.15 1427.04 A B C D

0.122 0.122 0.122 0.303

3.34 3.34 3.34

2.579

0.578 0.578 0.578 0.617

1.092 1.092 1.092

1.2

1.092 1.092 1.092

1.2

1.090 1.090 1.090 2.295

180.32 60.11 D

T11 27.0000-23.00

00

52.20 1658.13 A B C D

0.072 0.072 0.072 0.217

3.593 3.593 3.593

2.91

0.573 0.573 0.573 0.594

1.054 1.054 1.054 1.162

1.054 1.054 1.054 1.162

1.047 1.047 1.047 2.518

215.06 53.76 D

T12 23.0000-18.00

00

65.26 2088.01 A B C D

0.059 0.059 0.059 0.173

3.667 3.667 3.667 3.099

0.572 0.572 0.572 0.585

1.044 1.044 1.044

1.13

1.044 1.044 1.044

1.13

1.330 1.330 1.330 3.071

263.92 52.78 D

T13 18.0000-12.00

00

78.31 2542.12 A B C D

0.05 0.05 0.05

0.141

3.716 3.716 3.716 3.249

0.571 0.571 0.571

0.58

1.037 1.037 1.037 1.106

1.037 1.037 1.037 1.106

1.680 1.680 1.680 3.691

304.12 50.69 D

T14 12.0000-6.000

0

78.31 3422.28 A B C

0.05 0.05 0.05

3.712 3.712 3.712

0.571 0.571 0.571

1.038 1.038 1.038

1.038 1.038 1.038

2.447 2.447 2.447

337.48 56.25 D



Page

20 of 51


Project


Date

14:48:00 09/16/13


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 0.114 3.38 0.577 1.085 1.085 4.414 T15

6.0000-0.0000 78.31 3988.36 A

B C D

0.049 0.049 0.049 0.093

3.722 3.722 3.722 3.488

0.571 0.571 0.571 0.574

1.037 1.037 1.037 1.069

1.037 1.037 1.037 1.069

3.420 3.420 3.420 5.348

422.11 70.35 D


3672.23


Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 65.0000-63.0000 0 Wind Normal 294.87 0.00 -294.87 -18868 0 0

45 Wind 90 353.85 250.21 -250.21 -16010 -16013 10 90 Wind Normal 294.87 294.87 0.00 4 -18872 12














T15 6.0000-0.0000 0 Wind Normal 1578.90 0.00 -1578.90 -4299 0 0



Page

21 of 51


Project


Date

14:48:00 09/16/13


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 1688.45 1193.91 -1193.91 -3144 -3582 1223 90 Wind Normal 1578.90 1578.90 0.00 437 -4737 1617


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -12695.87 -385207 0 0

45 10386.63 -10386.63 -322747 -324208 4556 90 12695.87 0.00 1461 -386668 5777


Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 65.0000-63.0000 0 Wind Normal 73.72 0.00 -73.72 -4714 0 0

45 Wind 90 88.46 62.55 -62.55 -4000 -4003 3 90 Wind Normal 73.72 73.72 0.00 4 -4718 3














Page

22 of 51


Project


Date

14:48:00 09/16/13


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 90 Wind Normal 233.61 233.61 0.00 138 -4789 161





Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -3173.97 -95206 0 0

45 2596.66 -2596.66 -79591 -81052 1139 90 3173.97 0.00 1461 -96667 1444


Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 ANT OMNI L=3m 45.0000 85.00 0.7828 -0.7828 63.5000 1.693 1.35 0.1500 0.1500 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 57.5000 1.646 1.32 0.3000 0.0800 1 ANT TV 0.30x1.20m 270.0000 12.00 -1.1000 0.0000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 0.0000 12.00 0.0000 -0.5000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 90.0000 12.00 1.1000 0.0000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 180.0000 12.00 0.0000 0.5000 56.5000 1.637 1.31 0.1500 0.0400 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 41.5000 1.499 1.20 0.3000 0.0800 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 40.5000 1.489 1.19 0.3000 0.0800 1 ANT TV 0.30x1.20m 45.0000 12.00 1.3743 -1.3743 39.5000 1.478 1.18 0.1500 0.0400 AT15-250 135.0000 10.00 0.9243 0.9243 65.0000 1.704 1.36 0.4750 0.2600 AT15-250 135.0000 10.00 0.9243 0.9243 64.0000 1.697 1.36 0.4750 0.2600 AT15-250 225.0000 10.00 -0.9243 0.9243 65.0000 1.704 1.36 0.4750 0.2600 AT15-250 225.0000 10.00 -0.9243 0.9243 64.0000 1.697 1.36 0.4750 0.2600 AT15-250 45.0000 10.00 0.7828 -0.7828 65.0000 1.704 1.36 0.4750 0.2600 Sum

Weight: 435.00



Page

23 of 51


Project


Date

14:48:00 09/16/13


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 16.25 16.25 0.00 -22.98 -1526 -67 18

45 22.98 0.00 16.25 -16.25 -1098 -1098 0 90 16.25 16.25 22.98 0.00 -67 -1526 -18


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.97 0.00 -11.97 -700 26 -13

45 31.75 8.47 31.75 -8.47 -495 -1831 -9 90 44.90 0.00 44.90 0.00 0 -2600 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.90 0.00 0.00 -44.90 -2638 0 0

45 31.75 8.47 8.47 -31.75 -1869 -495 -4 90 0.00 11.97 11.97 0.00 -12 -700 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.97 0.00 -11.97 -700 -26 13

45 31.75 8.47 31.75 -8.47 -495 -1884 9 90 44.90 0.00 44.90 0.00 0 -2653 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.90 0.00 0.00 -44.90 -2614 0 0

45 31.75 8.47 8.47 -31.75 -1845 -495 4 90 0.00 11.97 11.97 0.00 12 -700 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.91 0.00 -11.91 -685 26 -13

45 31.59 8.42 31.59 -8.42 -484 -1790 -9 90 44.68 0.00 44.68 0.00 0 -2542 0



Page

24 of 51


Project


Date

14:48:00 09/16/13


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 44.68 0.00 0.00 -44.68 -2581 0 0

45 31.59 8.42 8.42 -31.59 -1828 -484 -4 90 0.00 11.91 11.91 0.00 -12 -685 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.91 0.00 -11.91 -685 -26 13

45 31.59 8.42 31.59 -8.42 -484 -1843 9 90 44.68 0.00 44.68 0.00 0 -2595 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.68 0.00 0.00 -44.68 -2557 0 0

45 31.59 8.42 8.42 -31.59 -1804 -484 4 90 0.00 11.91 11.91 0.00 12 -685 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.93 0.00 -5.93 -335 13 -7

45 15.72 4.19 15.72 -4.19 -237 -875 -5 90 22.23 0.00 22.23 0.00 0 -1243 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 22.23 0.00 0.00 -22.23 -1262 0 0

45 15.72 4.19 4.19 -15.72 -894 -237 -2 90 0.00 5.93 5.93 0.00 -6 -335 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.93 0.00 -5.93 -335 -13 7

45 15.72 4.19 15.72 -4.19 -237 -901 5 90 22.23 0.00 22.23 0.00 0 -1269 0



Page

25 of 51


Project


Date

14:48:00 09/16/13


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 22.23 0.00 0.00 -22.23 -1250 0 0

45 15.72 4.19 4.19 -15.72 -882 -237 2 90 0.00 5.93 5.93 0.00 6 -335 3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 28.78 7.67 14.92 -25.78 -1103 -652 15

45 40.70 0.00 28.78 -28.78 -1227 -1227 0 90 28.78 7.67 25.78 -14.92 -652 -1103 -15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 28.58 7.62 14.82 -25.60 -1070 -633 15

45 40.42 0.00 28.58 -28.58 -1191 -1191 0 90 28.58 7.62 25.60 -14.82 -633 -1070 -15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.19 3.78 7.36 -12.71 -518 -307 7

45 20.07 0.00 14.19 -14.19 -577 -577 0 90 14.19 3.78 12.71 -7.36 -307 -518 -7

AT15-250 - Elevation 65 - From Leg C

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.80 28.35 -16.58 -56.68 -3675 1068 37

45 0.00 40.10 28.35 -28.35 -1834 -1852 52 90 51.80 28.35 56.68 16.58 1087 -3693 37


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.57 28.23 -16.51 -56.43 -3602 1047 37

45 0.00 39.92 28.23 -28.23 -1797 -1816 52 90 51.57 28.23 56.43 16.51 1066 -3621 37



Page

26 of 51


Project


Date

14:48:00 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

AT15-250 - Elevation 65 - From Leg D

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.80 28.35 16.58 -56.68 -3675 -1068 -37

45 73.26 0.00 51.80 -51.80 -3358 -3358 0 90 51.80 28.35 56.68 -16.58 -1068 -3675 37


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.57 28.23 16.51 -56.43 -3602 -1047 -37

45 72.94 0.00 51.57 -51.57 -3291 -3291 0 90 51.57 28.23 56.43 -16.51 -1047 -3602 37

AT15-250 - Elevation 65 - From Leg B

Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.80 28.35 16.58 -56.68 -3692 -1086 31

45 73.26 0.00 51.80 -51.80 -3375 -3375 0 90 51.80 28.35 56.68 -16.58 -1086 -3692 -31


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 53.68 -653.19 -38806 -2745 86

45 499.83 -499.83 -29305 -29342 105 90 653.19 -53.68 -2708 -38843 61


Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 ANT OMNI L=3m 45.0000 85.00 0.7828 -0.7828 63.5000 1.693 0.34 0.1500 0.1500 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 57.5000 1.646 0.33 0.3000 0.0800 1 ANT TV 0.30x1.20m 270.0000 12.00 -1.1000 0.0000 56.5000 1.637 0.33 0.1500 0.0400 1 ANT TV 0.30x1.20m 0.0000 12.00 0.0000 -0.5000 56.5000 1.637 0.33 0.1500 0.0400 1 ANT TV 0.30x1.20m 90.0000 12.00 1.1000 0.0000 56.5000 1.637 0.33 0.1500 0.0400



Page

27 of 51


Project


Date

14:48:00 09/16/13


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 1 ANT TV 0.30x1.20m 180.0000 12.00 0.0000 0.5000 56.5000 1.637 0.33 0.1500 0.0400 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 41.5000 1.499 0.30 0.3000 0.0800 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 40.5000 1.489 0.30 0.3000 0.0800 1 ANT TV 0.30x1.20m 45.0000 12.00 1.3743 -1.3743 39.5000 1.478 0.30 0.1500 0.0400 AT15-250 135.0000 10.00 0.9243 0.9243 65.0000 1.704 0.34 0.4750 0.2600 AT15-250 135.0000 10.00 0.9243 0.9243 64.0000 1.697 0.34 0.4750 0.2600 AT15-250 225.0000 10.00 -0.9243 0.9243 65.0000 1.704 0.34 0.4750 0.2600 AT15-250 225.0000 10.00 -0.9243 0.9243 64.0000 1.697 0.34 0.4750 0.2600 AT15-250 45.0000 10.00 0.7828 -0.7828 65.0000 1.704 0.34 0.4750 0.2600 Sum

Weight: 435.00



Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 4.06 4.06 0.00 -5.75 -431 -67 4

45 5.75 0.00 4.06 -4.06 -325 -325 0 90 4.06 4.06 5.75 0.00 -67 -431 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.99 0.00 -2.99 -175 26 -3

45 7.94 2.12 7.94 -2.12 -124 -438 -2 90 11.22 0.00 11.22 0.00 0 -630 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.22 0.00 0.00 -11.22 -669 0 0

45 7.94 2.12 2.12 -7.94 -476 -124 -1 90 0.00 2.99 2.99 0.00 -12 -175 -1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.99 0.00 -2.99 -175 -26 3

45 7.94 2.12 7.94 -2.12 -124 -491 2 90 11.22 0.00 11.22 0.00 0 -683 0



Page

28 of 51


Project


Date

14:48:00 09/16/13


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 11.22 0.00 0.00 -11.22 -645 0 0

45 7.94 2.12 2.12 -7.94 -452 -124 1 90 0.00 2.99 2.99 0.00 12 -175 1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.98 0.00 -2.98 -171 26 -3

45 7.90 2.11 7.90 -2.11 -121 -428 -2 90 11.17 0.00 11.17 0.00 0 -616 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.17 0.00 0.00 -11.17 -654 0 0

45 7.90 2.11 2.11 -7.90 -466 -121 -1 90 0.00 2.98 2.98 0.00 -12 -171 -1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.98 0.00 -2.98 -171 -26 3

45 7.90 2.11 7.90 -2.11 -121 -481 2 90 11.17 0.00 11.17 0.00 0 -669 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.17 0.00 0.00 -11.17 -630 0 0

45 7.90 2.11 2.11 -7.90 -442 -121 1 90 0.00 2.98 2.98 0.00 12 -171 1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 1.48 0.00 -1.48 -84 13 -2

45 3.93 1.05 3.93 -1.05 -59 -209 -1 90 5.56 0.00 5.56 0.00 0 -301 0



Page

29 of 51


Project


Date

14:48:00 09/16/13


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 5.56 0.00 0.00 -5.56 -320 0 0

45 3.93 1.05 1.05 -3.93 -228 -59 -1 90 0.00 1.48 1.48 0.00 -6 -84 -1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 1.48 0.00 -1.48 -84 -13 2

45 3.93 1.05 3.93 -1.05 -59 -235 1 90 5.56 0.00 5.56 0.00 0 -327 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 5.56 0.00 0.00 -5.56 -308 0 0

45 3.93 1.05 1.05 -3.93 -216 -59 1 90 0.00 1.48 1.48 0.00 6 -84 1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 7.20 1.92 3.73 -6.44 -300 -188 4

45 10.18 0.00 7.20 -7.20 -332 -332 0 90 7.20 1.92 6.44 -3.73 -188 -300 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 7.15 1.91 3.71 -6.40 -292 -183 4

45 10.10 0.00 7.15 -7.15 -322 -322 0 90 7.15 1.91 6.40 -3.71 -183 -292 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 3.55 0.95 1.84 -3.18 -142 -89 2

45 5.02 0.00 3.55 -3.55 -157 -157 0 90 3.55 0.95 3.18 -1.84 -89 -142 -2



Page

30 of 51


Project


Date

14:48:00 09/16/13


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 12.95 7.09 -4.14 -14.17 -912 260 9

45 0.00 10.02 7.09 -7.09 -452 -470 13 90 12.95 7.09 14.17 4.14 279 -930 9


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.89 7.06 -4.13 -14.11 -894 255 9

45 0.00 9.98 7.06 -7.06 -442 -461 13 90 12.89 7.06 14.11 4.13 273 -912 9


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.95 7.09 4.14 -14.17 -912 -260 -9

45 18.31 0.00 12.95 -12.95 -833 -833 0 90 12.95 7.09 14.17 -4.14 -260 -912 9


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.89 7.06 4.13 -14.11 -894 -255 -9

45 18.23 0.00 12.89 -12.89 -816 -816 0 90 12.89 7.06 14.11 -4.13 -255 -894 9


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.95 7.09 4.14 -14.17 -929 -277 8

45 18.31 0.00 12.95 -12.95 -850 -850 0 90 12.95 7.09 14.17 -4.14 -277 -929 -8


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 13.42 -163.30 -9791 -804 22

45 124.96 -124.96 -7416 -7453 26 90 163.30 -13.42 -767 -9828 15



Page

31 of 51


Project


Date

14:48:00 09/16/13


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

52.5000 HP8-102 315.0000 113.85 -0.7828 -0.7828 1.603 4.6693 1.28 38.5000 KP8F-13 315.0000 127.91 -1.2328 -1.2328 1.467 3.7356 1.17 34.5000 HP8-102 315.0000 113.85 -1.2328 -1.2328 1.422 4.6693 1.14

Sum Weight:

355.61



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 0.003230 0.000000 0.000000 854.84 0.00 0.00 0.00 -854.84 -44968 89 -669

45 0.003230 0.000000 0.000000 854.84 0.00 0.00 604.46 -604.46 -31823 -31645 -946 90 0.003230 0.000000 0.000000 854.84 0.00 0.00 854.84 0.00 -89 -44790 -669


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 294.54 0.00 0.00 0.00 -294.54 -11498 158 -363

45 0.001520 0.000000 0.000000 294.54 0.00 0.00 208.27 -208.27 -8176 -7861 -514 90 0.001520 0.000000 0.000000 294.54 0.00 0.00 294.54 0.00 -158 -11182 -363


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 0.003230 0.000000 0.000000 758.20 0.00 0.00 0.00 -758.20 -26298 140 -935

45 0.003230 0.000000 0.000000 758.20 0.00 0.00 536.13 -536.13 -18637 -18356 -1322 90 0.003230 0.000000 0.000000 758.20 0.00 0.00 758.20 0.00 -140 -26018 -935


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -1907.59 -82764 387 -1967

45 1348.87 -1348.87 -58636 -57862 -2782 90 1907.59 0.00 -387 -81990 -1967



Page

32 of 51


Project


Date

14:48:00 09/16/13


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

52.5000 HP8-102 315.0000 113.85 -0.7828 -0.7828 1.603 4.6693 0.32 38.5000 KP8F-13 315.0000 127.91 -1.2328 -1.2328 1.467 3.7356 0.29 34.5000 HP8-102 315.0000 113.85 -1.2328 -1.2328 1.422 4.6693 0.28

Sum Weight:

355.61



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 0.003230 0.000000 0.000000 213.71 0.00 0.00 0.00 -213.71 -11309 89 -167

45 0.003230 0.000000 0.000000 213.71 0.00 0.00 151.12 -151.12 -8023 -7844 -237 90 0.003230 0.000000 0.000000 213.71 0.00 0.00 213.71 0.00 -89 -11131 -167


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 73.64 0.00 0.00 0.00 -73.64 -2993 158 -91

45 0.001520 0.000000 0.000000 73.64 0.00 0.00 52.07 -52.07 -2162 -1847 -128 90 0.001520 0.000000 0.000000 73.64 0.00 0.00 73.64 0.00 -158 -2677 -91


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 0.003230 0.000000 0.000000 189.55 0.00 0.00 0.00 -189.55 -6680 140 -234

45 0.003230 0.000000 0.000000 189.55 0.00 0.00 134.03 -134.03 -4764 -4484 -330 90 0.003230 0.000000 0.000000 189.55 0.00 0.00 189.55 0.00 -140 -6399 -234


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -476.90 -20981 387 -492

45 337.22 -337.22 -14950 -14175 -695 90 476.90 0.00 -387 -20207 -492



Page

33 of 51


Project


Date

14:48:00 09/16/13


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



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

34 of 51


Project


Date

14:48:00 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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


Load Combinations

Comb.

No.

Description


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 65 - 63 Leg Max Tension 3 252.92 0 0 Max. Compression 3 -426.84 -21 -15 Max. Mx 4 -303.20 31 3 Max. My 4 68.95 -3 -30 Max. Vy 4 -104.78 0 0 Max. Vx 4 104.30 0 0 Diagonal Max Tension 4 223.02 0 0 Max. Compression 4 -258.46 0 0 Max. Mx 2 33.09 1 0 Max. My 3 -198.16 1 -1 Max. Vy 2 1.98 1 0 Max. Vx 3 -1.33 0 0 Top Girt Max Tension 4 17.92 0 0 Max. Compression 4 -4.90 0 0 Max. Mx 1 6.59 -1 0 Max. My 3 15.54 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0

T2 63 - 57 Leg Max Tension 3 3886.53 14 17



Page

35 of 51


Project


Date

14:48:00 09/16/13


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 -4442.57 -20 -21 Max. Mx 2 2249.35 29 -3 Max. My 2 -2795.22 3 -29 Max. Vy 4 71.48 -28 2 Max. Vx 4 -71.45 -2 28 Diagonal Max Tension 3 1067.68 0 0 Max. Compression 3 -1176.52 0 0 Max. Mx 3 1063.19 1 -1 Max. My 3 -456.87 0 -2 Max. Vy 3 2.68 1 -1 Max. Vx 3 -1.54 0 0 Top Girt Max Tension 4 85.68 0 0 Max. Compression 4 -41.48 0 0 Max. Mx 1 21.05 -1 0 Max. My 3 73.05 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 350.34 0 0 Max. Compression 4 -266.76 0 0 Max. Mx 1 40.36 -1 0 Max. My 3 160.64 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T3 57 - 51 Leg Max Tension 3 13451.22 64 11 Max. Compression 3 -14416.06 -11 -56 Max. Mx 3 13451.22 -96 11 Max. My 3 -14340.54 -11 96 Max. Vy 2 328.45 73 -24 Max. Vx 2 -330.79 23 -74 Diagonal Max Tension 3 2607.06 0 0 Max. Compression 3 -2746.58 0 0 Max. Mx 3 2606.82 3 1 Max. My 3 -936.63 -1 2 Max. Vy 3 3.90 3 1 Max. Vx 3 2.10 0 0 Top Girt Max Tension 4 492.59 0 0 Max. Compression 4 -395.22 0 0 Max. Mx 1 47.90 -1 0 Max. My 3 407.62 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 922.39 0 0 Max. Compression 4 -795.69 0 0 Max. Mx 1 62.05 -1 0 Max. My 3 532.28 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T4 51 - 45 Leg Max Tension 3 32779.57 15 18 Max. Compression 3 -33241.05 -52 -45 Max. Mx 3 -869.84 78 -79 Max. My 3 -869.84 78 -79 Max. Vy 3 -79.23 -72 64 Max. Vx 3 -72.64 62 -70 Diagonal Max Tension 3 3742.76 6 2 Max. Compression 3 -3752.46 0 0 Max. Mx 3 3742.76 6 2 Max. My 3 -3160.63 -2 3 Max. Vy 3 7.94 6 2 Max. Vx 3 -3.33 0 0 Top Girt Max Tension 2 1229.95 0 0 Max. Compression 2 -1083.32 0 0



Page

36 of 51


Project


Date

14:48:00 09/16/13


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 70.48 -1 0 Max. My 3 -871.37 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 2189.03 0 0 Max. Compression 2 -1995.01 0 0 Max. Mx 1 94.16 -1 0 Max. My 3 -1610.41 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T5 45 - 43.5 Leg Max Tension 3 28134.82 29 23 Max. Compression 3 -28554.92 -7 -7 Max. Mx 3 -28498.43 -52 -45 Max. My 3 -1339.32 46 -50 Max. Vy 3 64.01 -51 48 Max. Vx 3 58.91 46 -50 Diagonal Max Tension 3 7290.57 0 0 Max. Compression 3 -7400.95 -42 68 Max. Mx 3 1332.06 -43 -59 Max. My 3 -2609.03 37 -70 Max. Vy 3 -58.01 0 0 Max. Vx 3 88.67 0 0 Top Girt Max Tension 2 1853.37 0 0 Max. Compression 2 -1741.40 0 0 Max. Mx 2 1853.37 -1 0 Max. My 3 -1399.28 0 0 Max. Vy 2 3.39 0 0 Max. Vx 3 -0.51 0 0

T6 43.5 - 42 Leg Max Tension 3 27358.32 12 15 Max. Compression 3 -29411.46 -14 -14 Max. Mx 3 -1316.25 -50 48 Max. My 3 -1371.97 46 -49 Max. Vy 3 57.93 46 -49 Max. Vx 3 63.87 -50 48 Diagonal Max Tension 3 2368.45 0 0 Max. Compression 3 -2396.85 0 0 Max. Mx 3 -2136.05 -32 -37 Max. My 3 437.42 27 -39 Max. Vy 3 41.05 -32 -37 Max. Vx 3 41.54 0 0 Top Girt Max Tension 2 3747.92 0 0 Max. Compression 2 -3417.11 0 0 Max. Mx 2 3747.92 -2 0 Max. My 3 -2733.82 0 0 Max. Vy 2 6.48 0 0 Max. Vx 3 0.97 0 0

T7 42 - 37 Leg Max Tension 3 31012.96 53 34 Max. Compression 3 -33334.73 -31 -58 Max. Mx 2 18594.85 78 -22 Max. My 2 -21110.02 21 -78 Max. Vy 2 142.11 75 -19 Max. Vx 2 -142.95 21 -75 Diagonal Max Tension 3 4784.72 0 0 Max. Compression 3 -5190.38 0 0 Max. Mx 3 -853.47 16 0 Max. My 3 -3794.92 0 1 Max. Vy 3 -15.17 16 0 Max. Vx 3 -0.64 0 0 Top Girt Max Tension 2 4844.44 0 0 Max. Compression 2 -4139.69 0 0 Max. Mx 1 351.33 -4 0



Page

37 of 51


Project


Date

14:48:00 09/16/13


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 -3287.88 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 3580.74 0 0 Max. Compression 2 -3126.47 0 0 Max. Mx 1 224.34 -4 0 Max. My 3 -2499.53 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0

T8 37 - 32 Leg Max Tension 3 45188.41 21 39 Max. Compression 3 -47470.72 -69 -70 Max. Mx 3 -1966.43 -119 115 Max. My 3 -1751.42 -119 116 Max. Vy 2 396.99 77 -44 Max. Vx 3 -405.57 96 -100 Diagonal Max Tension 3 6669.08 0 0 Max. Compression 3 -7049.09 0 0 Max. Mx 3 -1485.64 18 2 Max. My 3 -6087.74 -1 3 Max. Vy 3 -16.90 18 2 Max. Vx 3 -2.07 0 0 Top Girt Max Tension 2 3987.92 0 0 Max. Compression 2 -3508.26 0 0 Max. Mx 1 234.40 -4 0 Max. My 3 -2815.43 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 4624.37 0 0 Max. Compression 2 -4090.59 0 0 Max. Mx 1 254.91 -4 0 Max. My 3 -3292.14 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0

T9 32 - 30 Leg Max Tension 3 51770.19 -83 1 Max. Compression 3 -54690.45 16 -3 Max. Mx 3 -54536.33 98 1 Max. My 3 -2694.91 -4 -92 Max. Vy 3 -93.82 -83 1 Max. Vx 3 111.10 -4 -92 Diagonal Max Tension 3 2973.05 0 0 Max. Compression 3 -3268.71 0 0 Max. Mx 3 -271.96 25 9 Max. My 3 -644.74 -19 14 Max. Vy 3 23.90 25 9 Max. Vx 3 -11.54 0 0 Top Girt Max Tension 2 670.92 0 0 Max. Compression 2 -640.77 0 0 Max. Mx 2 670.92 -4 0 Max. My 3 -530.95 0 0 Max. Vy 2 -8.54 0 0 Max. Vx 3 -0.85 0 0

T10 30 - 27 Leg Max Tension 3 47612.33 -34 -3 Max. Compression 3 -50800.59 101 -16 Max. Mx 3 47412.01 -119 -15 Max. My 3 -3058.48 -9 -177 Max. Vy 3 133.56 -119 -15 Max. Vx 3 130.81 -9 -177 Diagonal Max Tension 3 2915.40 0 0 Max. Compression 3 -3372.94 0 0 Max. Mx 3 -3335.76 22 -2 Max. My 3 326.50 19 10



Page

38 of 51


Project


Date

14:48:00 09/16/13


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 -20.76 22 -2 Max. Vx 3 -6.70 0 0 Top Girt Max Tension 2 2919.35 0 0 Max. Compression 2 -2556.87 0 0 Max. Mx 2 2919.35 -6 0 Max. My 3 -2047.34 0 1 Max. Vy 2 10.34 0 0 Max. Vx 3 -1.03 0 0



T13 18 - 12 Leg Max Tension 3 40535.86 -185 -28 Max. Compression 3 -44655.97 85 -2 Max. Mx 3 40126.40 -214 -2 Max. My 3 -4089.75 -16 -272 Max. Vy 3 187.50 -214 -2 Max. Vx 3 -219.42 -16 -272 Diagonal Max Tension 2 3232.20 0 0 Max. Compression 2 -4259.30 0 0 Max. Mx 2 4.30 -27 0 Max. My 4 3090.24 0 6 Max. Vy 2 16.08 0 0 Max. Vx 4 -3.69 0 0 Horizontal Max Tension 4 262.01 8 20 Max. Compression 4 -414.77 8 20 Max. Mx 4 -120.08 8 56 Max. My 2 -68.06 8 57 Max. Vy 4 16.09 8 56



Page

39 of 51


Project


Date

14:48:00 09/16/13


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 25.32 0 0 T14 12 - 6 Leg Max Tension 3 30301.72 -214 -2

Max. Compression 3 -43021.85 147 -31 Max. Mx 3 29979.35 -390 -32 Max. My 3 -8078.65 -123 -349 Max. Vy 3 276.10 -390 -32 Max. Vx 3 241.80 -123 -349 Diagonal Max Tension 3 9207.13 0 0 Max. Compression 2 -7523.12 0 0 Max. Mx 2 -7144.92 -53 0 Max. My 4 3413.27 0 36 Max. Vy 2 30.79 0 0 Max. Vx 4 -20.67 0 0 Top Girt Max Tension 4 1217.82 0 0 Max. Compression 4 -4599.33 0 0 Max. Mx 1 -1140.13 -62 0 Max. My 1 -1140.13 0 18 Max. Vy 1 41.73 0 0 Max. Vx 1 -12.17 0 0




Page

40 of 51


Project


Date

14:48:00 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

Maximum Reactions


Load

Comb.

Vertical

kg

Horizontal, X

kg

Horizontal, Z

kg



Leg B Max. Vert 3 37784.74 -9902.43 9978.60 Max. Hx 1 6227.07 -1568.44 1573.72 Max. Hz 3 37784.74 -9902.43 9978.60 Min. Vert 1 6227.07 -1568.44 1573.72 Min. Hx 3 37784.74 -9902.43 9978.60 Min. Hz 1 6227.07 -1568.44 1573.72



Load


kg

Shearx

kg

Shearz

kg

Overturning

Moment, Mx kg-m

Overturning

Moment, Mz kg-m

Torque


Solution Summary

Load

Comb.


% Error PX

kg

PY

kg

PZ

kg

PX

kg

PY

kg

PZ

kg

1 -0.00 -25091.60 0.00 -0.00 25091.61 0.02 0.000% 2 53.68 -25091.60 -15256.64 -53.68 25091.57 15256.36 0.001% 3 12235.33 -25091.60 -12235.33 -12235.12 25091.60 12235.13 0.001% 4 15256.64 -25091.60 -53.68 -15256.36 25091.57 53.68 0.001% 5 13.42 -25091.60 -3814.16 -13.42 25091.60 3814.03 0.001% 6 3058.83 -25091.60 -3058.83 -3058.72 25091.60 3058.72 0.001% 7 3814.16 -25091.60 -13.42 -3814.03 25091.60 13.42 0.001%



Page

41 of 51


Project


Date

14:48:00 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Load

Combination

Converged? Number

of Cycles

Displacement

Tolerance

Force

Tolerance



Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 65 - 63 117.80 6 0.2564 0.0232 T2 63 - 57 108.82 6 0.2561 0.0235 T3 57 - 51 82.06 6 0.2475 0.0248 T4 51 - 45 56.63 6 0.2221 0.0221 T5 45 - 43.5 35.58 6 0.1583 0.0109 T6 43.5 - 42 31.75 6 0.1417 0.0105 T7 42 - 37 28.24 6 0.1300 0.0103 T8 37 - 32 17.84 6 0.0981 0.0091 T9 32 - 30 10.31 6 0.0614 0.0065

T10 30 - 27 8.41 6 0.0523 0.0058 T11 27 - 23 6.03 6 0.0426 0.0051 T12 23 - 18 4.12 6 0.0303 0.0028 T13 18 - 12 1.60 6 0.0226 0.0014 T14 12 - 6 0.09 6 0.0141 0.0002 T15 6 - 0 0.36 6 0.0066 0.0001


Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m

99.0000 CxMANTENIMIENTO 6 117.80 0.2564 0.0232 Inf 65.0000 AT15-250 6 117.80 0.2564 0.0232 Inf 64.0000 AT15-250 6 113.31 0.2563 0.0234 Inf 63.5000 ANT OMNI L=3m 6 111.07 0.2562 0.0234 Inf 58.5000 2 ANT TV 0.30x1.20m 6 88.69 0.2506 0.0245 40926 57.5000 2 ANT TV 0.30x1.20m 6 84.26 0.2486 0.0247 32461 56.5000 1 ANT TV 0.30x1.20m 6 79.87 0.2464 0.0249 25907 52.5000 HP8-102 6 62.76 0.2319 0.0240 13116 41.5000 2 ANT TV 0.30x1.20m 6 27.11 0.1267 0.0102 13769 40.5000 2 ANT TV 0.30x1.20m 6 24.90 0.1205 0.0101 12802 39.5000 1 ANT TV 0.30x1.20m 6 22.77 0.1144 0.0099 11561 38.5000 KP8F-13 6 20.72 0.1082 0.0096 10539



Page

42 of 51


Project


Date

14:48:00 09/16/13


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

34.5000 HP8-102 6 13.60 0.0787 0.0078 6568


Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 65 - 63 471.83 3 1.0243 0.0930 T2 63 - 57 435.99 3 1.0233 0.0941 T3 57 - 51 328.95 3 0.9909 0.0994 T4 51 - 45 227.06 3 0.8904 0.0886 T5 45 - 43.5 142.65 3 0.6348 0.0436 T6 43.5 - 42 127.32 3 0.5678 0.0419 T7 42 - 37 113.25 3 0.5210 0.0412 T8 37 - 32 71.54 3 0.3933 0.0363 T9 32 - 30 41.36 3 0.2462 0.0261

T10 30 - 27 33.73 3 0.2099 0.0234 T11 27 - 23 24.19 3 0.1709 0.0203 T12 23 - 18 16.52 3 0.1216 0.0113 T13 18 - 12 6.42 3 0.0910 0.0054 T14 12 - 6 0.34 3 0.0565 0.0010 T15 6 - 0 1.46 3 0.0266 0.0006


Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m

99.0000 CxMANTENIMIENTO 3 471.83 1.0243 0.0930 99704 65.0000 AT15-250 3 471.83 1.0243 0.0930 99704 64.0000 AT15-250 3 453.91 1.0242 0.0935 99704 63.5000 ANT OMNI L=3m 3 444.95 1.0239 0.0938 99704 58.5000 2 ANT TV 0.30x1.20m 3 355.48 1.0028 0.0981 10771 57.5000 2 ANT TV 0.30x1.20m 3 337.76 0.9951 0.0990 8458 56.5000 1 ANT TV 0.30x1.20m 3 320.17 0.9864 0.0997 6692 52.5000 HP8-102 3 251.65 0.9293 0.0959 3327 41.5000 2 ANT TV 0.30x1.20m 3 108.72 0.5078 0.0409 3443 40.5000 2 ANT TV 0.30x1.20m 3 99.86 0.4828 0.0403 3202 39.5000 1 ANT TV 0.30x1.20m 3 91.32 0.4584 0.0395 2892 38.5000 KP8F-13 3 83.12 0.4336 0.0385 2637 34.5000 HP8-102 3 54.54 0.3159 0.0312 1639



Page

43 of 51


Project


Date

14:48:00 09/16/13


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 65 Leg A394T0 19 4 213.42 9950.69 0.021

1.333 Bearing

Diagonal A394T0 16 2 129.23 3699.61 0.035


Top Girt A394T0 16 2 8.96 3699.61 0.002


T2 63 Leg A394T0 19 8 312.10 9950.69 0.031

1.333 Bearing

Diagonal A394T0 16 2 588.26 3699.61 0.159


Top Girt A394T0 16 2 42.84 3699.61 0.012


Mid Girt A394T0 16 2 175.17 2922.37 0.060

1.333 Bolt Shear

T3 57 Leg A394T0 19 8 1798.68 9979.03 0.180

1.333 Bolt SS

Diagonal A394T0 16 2 1373.29 3699.61 0.371


Top Girt A394T0 16 2 246.29 3699.61 0.067


Mid Girt A394T0 16 2 461.19 2922.37 0.158

1.333 Bolt Shear

T4 51 Leg A394T0 19 8 4873.40 9979.03 0.488

1.333 Bolt SS

Diagonal A394T0 16 2 1876.23 3699.61 0.507


Top Girt A394T0 16 2 614.98 3699.61 0.166


Mid Girt A394T0 16 2 1094.51 2922.37 0.375

1.333 Bolt Shear

T5 45 Leg A394T0 19 8 7138.73 9979.03 0.715

1.333 Bolt SS

Diagonal A394T0 16 3 2466.98 9865.64 0.250


Top Girt A394T0 16 2 926.68 3699.61 0.250


T6 43.5 Leg A394T0 19 8 7352.87 9979.03 0.737

1.333 Bolt SS

Diagonal A394T0 16 3 798.95 9865.64 0.081


Top Girt A394T0 16 2 1873.96 4932.82 0.380


T7 42 Leg A394T0 19 8 7005.74 9979.03 0.702

1.333 Bolt SS

Diagonal A394T0 16 3 1730.13 4932.82 0.351


Top Girt A394T0 16 2 2422.22 4932.82 0.491


Mid Girt A394T0 16 2 1790.37 2922.37 0.613

1.333 Bolt Shear

T8 37 Leg A394T0 19 16 5141.74 9979.03 0.515

1.333 Bolt SS

Diagonal A394T0 16 3 2349.70 4932.82 0.476


Top Girt A394T0 16 2 1993.96 4932.82 0.404


Mid Girt A394T0 16 2 2312.18 2922.37 0.791

1.333 Bolt Shear

T9 32 Leg A394T0 19 16 6836.32 9979.03 0.685

1.333 Bolt SS

Diagonal A394T0 16 2 1634.35 4932.82 0.331


Top Girt A394T0 16 2 335.46 4932.82 0.068


T10 30 Leg A394T0 19 16 6350.07 9979.03 0.636

1.333 Bolt SS

Diagonal A394T0 16 2 1686.47 4932.82 0.342


Top Girt A394T0 16 2 1459.67 4932.82 0.296


T11 27 Leg A394T0 19 16 6567.75 9979.03 0.658

1.333 Bolt SS

Diagonal A394T0 16 2 862.36 4932.82 0.175


Top Girt A394T0 16 2 855.63 4932.82 0.173




Page

44 of 51


Project


Date

14:48:00 09/16/13


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

T12 23 Leg A394T0 19 16 5525.98 9979.03 0.554

1.333 Bolt SS

Diagonal A394T0 16 2 2029.48 4932.82 0.411


Top Girt A394T0 16 2 813.11 4932.82 0.165


T13 18 Leg A394T0 19 16 5582.00 9979.03 0.559

1.333 Bolt SS

Diagonal A394T0 16 2 2129.65 4932.82 0.432


Horizontal A394T0 16 2 207.39 4932.82 0.042


T14 12 Leg A394T0 19 16 5377.75 9979.03 0.539

1.333 Bolt SS

Diagonal A394T0 16 4 2301.78 7399.23 0.311


Top Girt A394T0 16 2 2299.67 4932.82 0.466


T15 6 Leg A394T0 19 16 5455.58 9979.03 0.547

1.333 Bolt SS

Diagonal A394T0 16 3 2200.77 7399.23 0.297


Horizontal A394T0 16 3 229.40 4932.82 0.047


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 65 - 63 L102x102x10 2.0000 2.0000 50.0 K=0.50

167932 1845 -426.84 31597.12 0.014

T2 63 - 57 L102x102x10 6.0000 2.0000 50.0

K=0.50 167932 1845 -4442.57 31597.12 0.141

T3 57 - 51 L102x102x13 6.0000 2.0000 50.3

K=0.50 167520 2419 -14416.08 41328.04 0.349

T4 51 - 45 L102x102x13 6.0000 1.5000 37.8

K=0.50 180245 2419 -33241.03 44467.58 0.748

T5 45 - 43.5 L102x102x13 1.5334 1.5334 38.6

K=0.50 179450 2419 -28554.92 44271.26 0.645

T6 43.5 - 42 L102x102x13 1.5334 1.5334 38.6

K=0.50 179450 2419 -29411.48 44271.26 0.664

T7 42 - 37 L102x102x13 5.0000 2.5000 62.9

K=0.50 153138 2419 -33334.74 37779.95 0.882

T8 37 - 32 L127x127x13 5.0000 2.5000 50.1

K=0.50 167823 3065 -47470.72 52443.46 0.905

T9 32 - 30 2L127x127x13 2.0199 2.0199 40.4

K=0.50 177670 6129 -54690.55 111041.71 0.493

T10 30 - 27 2L127x127x13 3.0298 3.0298 60.7

K=0.50 155837 6129 -50800.55 97395.83 0.522

T11 27 - 23 2L127x127x13 4.0398 4.0398 53.4

K=0.33 164186 6129 -52542.34 102614.42 0.512

T12 23 - 18 2L127x127x13 5.0497 5.0497 66.7

K=0.33 148470 6129 -44207.90 92791.87 0.476

T13 18 - 12 2L127x127x13 6.0597 6.0597 80.1

K=0.33 130963 6129 -44655.95 81850.31 0.546



Page

45 of 51


Project


Date

14:48:00 09/16/13


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

T14 12 - 6 2L127x127x13 6.4904 6.4904 85.8 K=0.33

122945 6129 -43021.84 76839.02 0.560

T15 6 - 0 2L127x127x13 6.4904 6.4904 85.8

K=0.33 122945 6129 -43644.62 76839.02 0.568


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 65 - 63 L51x51x5 2.2361 1.0044 64.1 K=1.00

117418 461 -258.46 5523.17 0.047

T2 63 - 57 L51x51x5 2.2361 1.0044 64.1

K=1.00 117418 461 -1176.52 5523.17 0.213

T3 57 - 51 L51x51x5 2.2361 1.0044 64.1

K=1.00 117418 461 -2746.58 5523.17 0.497

T4 51 - 45 L51x51x5 1.8028 0.8098 80.9

K=1.00 105164 461 -3752.46 4946.74 0.759

T5 45 - 43.5 2L76x76x6 1.9497 1.0744 45.5

K=1.00 129208 1858 -7400.95 24481.11 0.302

T6 43.5 - 42 2L76x76x6 2.2597 1.2137 51.4

K=1.00 125680 1858 -2396.85 23812.52 0.101

T7 42 - 37 L76x76x6 3.1401 1.4861 62.9

K=1.00 118223 929 -5190.37 11199.83 0.463

T8 37 - 32 L76x76x6 3.1401 1.4651 62.0

K=1.00 118824 929 -7049.10 11256.71 0.626

T9 32 - 30 L102x102x6 2.9069 1.5044 47.4

K=1.00 124219 1252 -3268.71 15853.87 0.206

T10 30 - 27 L102x102x6 3.9812 2.1237 66.9

K=1.00 112344 1252 -3372.94 14338.29 0.235

T11 27 - 23 L76x76x6 4.4252 4.2768 181.0

K=1.00 31411 929 -1724.72 2975.67 0.580

T12 23 - 18 L76x76x6 5.3547 5.1772 219.2

K=1.00 21434 929 -4058.96 2030.56 1.999

KL/R > 200 (C) - 301

T13 18 - 12 L76x76x6 6.7129 6.5713 278.2 K=1.00

13305 929 -4259.30 1260.42 3.379

KL/R > 200 (C) - 313

T14 12 - 6 L102x102x10 6.9112 6.7833 217.1 K=1.00

21841 1845 -7523.10 4109.43 1.831

KL/R > 200 (C) - 330

T15 6 - 0 L102x102x10 8.9814 8.8960 146.7 K=0.33

47860 1845 -4329.89 9004.99 0.481


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

46 of 51


Project


Date

14:48:00 09/16/13


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 18 - 12 L76x76x6 4.7000 4.5730 193.6 K=1.00

27473 929 -414.77 2602.62 0.159

T15 6 - 0 L102x102x6 9.4000 4.6365 114.8

K=0.50 75176 1252 -688.19 9594.62 0.072


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 65 - 63 L64x64x5 1.0000 0.8984 71.5 K=1.00

112238 582 -4.90 6660.33 0.001

T2 63 - 57 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -41.48 6660.33 0.006

T3 57 - 51 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -395.22 6660.33 0.059

T4 51 - 45 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -1083.32 6660.33 0.163

T5 45 - 43.5 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -1741.41 6660.33 0.261

T6 43.5 - 42 L64x64x6 1.4500 1.3484 108.1

K=1.00 82211 768 -3417.11 6436.11 0.531

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1

K=1.00 96229 768 -4139.69 7533.54 0.550

T8 37 - 32 L64x64x6 1.9000 1.7984 92.1

K=1.00 96229 768 -3508.26 7533.54 0.466

T9 32 - 30 L64x64x6 1.9000 1.7730 90.8

K=1.00 97304 768 -640.77 7617.72 0.084

T10 30 - 27 L64x64x6 2.3000 2.1730 111.3

K=1.00 79310 768 -2556.87 6208.96 0.412

T11 27 - 23 L64x64x6 2.9000 2.7730 71.0

K=0.50 112578 768 -1479.83 8813.48 0.168

T12 23 - 18 L76x76x6 3.7000 3.5730 237.6

K=1.00 18235 929 -1347.85 1727.53 0.780

KL/R > 200 (C) - 289

T14 12 - 6 L102x102x6 5.9000 5.7730 90.9 K=0.50

95127 1252 -4599.34 12140.99 0.379


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 63 - 57 L51x51x5 1.0000 0.8984 89.8 K=1.00

98125 461 -266.76 4615.62 0.058

T3 57 - 51 L51x51x5 1.0000 0.8984 89.8

K=1.00 98125 461 -795.69 4615.62 0.172

T4 51 - 45 L51x51x5 1.0000 0.8984 89.8 98125 461 -1995.01 4615.62 0.432



Page

47 of 51


Project


Date

14:48:00 09/16/13


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 42 - 37 L64x64x6 1.9000 1.7984 92.1 K=1.00

96229 768 -3126.47 7533.54 0.415

T8 37 - 32 L64x64x6 1.9000 1.7730 90.8

K=1.00 97304 768 -4090.59 7617.72 0.537

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 65 - 63 L102x102x10 2.0000 2.0000 64.0 224080 1422 252.92 32487.16 0.008

T2 63 - 57 L102x102x10 6.0000 2.0000 64.0 224080 1422 3886.53 32487.16 0.120

T3 57 - 51 L102x102x13 6.0000 2.0000 64.5 224080 1855 13451.20 42382.55 0.317

T4 51 - 45 L102x102x13 6.0000 1.5000 48.4 224080 1855 32779.59 42382.55 0.773

T5 45 - 43.5 L102x102x13 1.5334 1.5334 49.5 224080 1855 28134.85 42382.55 0.664

T6 43.5 - 42 L102x102x13 1.5334 1.5334 49.5 224080 1855 27358.34 42382.55 0.646

T7 42 - 37 L102x102x13 5.0000 2.5000 80.7 224080 1855 31018.70 42382.55 0.732

T8 37 - 32 L127x127x13 5.0000 2.5000 63.9 224080 2500 45160.98 57124.53 0.791

T9 32 - 30 2L127x127x13 2.0199 2.0199 80.9 206843 6129 51770.33 129273.86 0.400

T10 30 - 27 2L127x127x13 3.0298 3.0298 121.3 206843 6129 47612.24 129273.86 0.368

T11 27 - 23 2L127x127x13 4.0398 4.0398 161.8 206843 6129 48215.52 129273.86 0.373

T12 23 - 18 2L127x127x13 5.0497 5.0497 202.2 206843 6129 40952.46 129273.86 0.317

T13 18 - 12 2L127x127x13 6.0597 6.0597 242.7 206843 6129 40535.84 129273.86 0.314

T14 12 - 6 2L127x127x13 6.4904 6.4904 259.9 206843 6129 30301.70 129273.86 0.234

T15 6 - 0 2L127x127x13 6.4904 6.4904 259.9 206843 6129 29644.90 129273.86 0.229



Page

48 of 51


Project


Date

14:48:00 09/16/13


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 65 - 63 L51x51x5 2.2361 1.0044 64.1 148927 461 223.02 7005.28 0.032

T2 63 - 57 L51x51x5 2.2361 1.0044 64.1 148927 461 1067.68 7005.28 0.152

T3 57 - 51 L51x51x5 2.2361 1.0044 64.1 148927 461 2607.06 7005.28 0.372

T4 51 - 45 L51x51x5 1.8028 0.8098 51.7 148927 461 3742.76 7005.28 0.534

T5 45 - 43.5 2L76x76x6 1.9497 1.0744 45.5 148927 1858 7290.55 28217.08 0.258

T6 43.5 - 42 2L76x76x6 2.2597 1.2137 51.4 148927 1858 2368.45 28217.08 0.084

T7 42 - 37 L76x76x6 3.1401 1.4861 62.9 148927 929 4784.72 14108.54 0.339

T8 37 - 32 L76x76x6 3.1401 1.4651 62.0 148927 929 6669.08 14108.54 0.473

T9 32 - 30 L102x102x6 2.9069 1.5044 47.4 148927 1252 2973.04 19007.34 0.156

T10 30 - 27 L102x102x6 3.9812 2.1237 66.9 148927 1252 2915.40 19007.34 0.153

T11 27 - 23 L76x76x6 4.4252 4.2768 181.0 148927 929 1654.12 14108.54 0.117

T12 23 - 18 L76x76x6 5.3547 5.1772 219.2 148927 929 3250.73 14108.54 0.230

T13 18 - 12 L76x76x6 6.7129 6.5713 278.2 148927 929 3232.20 14108.54 0.229

T14 12 - 6 L102x102x10 6.9112 6.7833 217.1 148927 1845 9207.16 28021.13 0.329

T15 6 - 0 L102x102x10 8.9814 8.8960 284.7 148927 1845 6602.31 28021.13 0.236


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 18 - 12 L76x76x6 4.7000 4.5730 193.6 148927 929 262.01 14108.54 0.019

T15 6 - 0 L102x102x6 9.4000 4.6365 292.1 148927 1252 171.38 19007.34 0.009



Page

49 of 51


Project


Date

14:48:00 09/16/13


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 65 - 63 L64x64x5 1.0000 0.8984 45.5 148927 582 17.92 8837.43 0.002

T2 63 - 57 L64x64x5 1.0000 0.8984 45.5 148927 582 85.68 8837.43 0.010

T3 57 - 51 L64x64x5 1.0000 0.8984 45.5 148927 582 492.59 8837.43 0.056

T4 51 - 45 L64x64x5 1.0000 0.8984 45.5 148927 582 1229.95 8837.43 0.139

T5 45 - 43.5 L64x64x5 1.0000 0.8984 45.5 148927 582 1853.37 8837.43 0.210

T6 43.5 - 42 L64x64x6 1.4500 1.3484 69.0 148927 768 3747.92 11659.14 0.321

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1 148927 768 4844.46 11659.14 0.416

T8 37 - 32 L64x64x6 1.9000 1.7984 92.1 148927 768 3987.92 11659.14 0.342

T9 32 - 30 L64x64x6 1.9000 1.7730 90.8 148927 768 670.92 11659.14 0.058

T10 30 - 27 L64x64x6 2.3000 2.1730 111.3 148927 768 2919.35 11659.14 0.250

T11 27 - 23 L64x64x6 2.9000 2.7730 142.0 148927 768 1711.26 11659.14 0.147

T12 23 - 18 L76x76x6 3.7000 3.5730 151.3 148927 929 1626.21 14108.54 0.115

T14 12 - 6 L102x102x6 5.9000 5.7730 181.8 148927 1252 1217.81 19007.34 0.064


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 63 - 57 L51x51x5 1.0000 0.8984 57.3 199948 278 350.34 5666.60 0.062

T3 57 - 51 L51x51x5 1.0000 0.8984 57.3 199948 278 922.39 5666.60 0.163

T4 51 - 45 L51x51x5 1.0000 0.8984 57.3 199948 278 2189.02 5666.60 0.386

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1 199948 485 3580.74 9890.31 0.362

T8 37 - 32 L64x64x6 1.9000 1.7730 90.8 199948 485 4624.38 9890.31 0.468



Page

50 of 51


Project


Date

14:48:00 09/16/13


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 65 - 63 Leg L102x102x10 3 -426.84 42118.96 1.0 1.6 (b)

Pass


0.2 (b) Pass


0.9 (b) Pass



5.0 (b) Pass



12.5 (b) Pass


53.7 (b) Pass


T6 43.5 - 42 Leg L102x102x13 167 -29411.48 59013.59 49.8 55.3 (b)

Pass



46.0 (b) Pass


59.4 (b) Pass

T9 32 - 30 Leg 2L127x127x13 239 -54690.55 148018.60 36.9 51.4 (b)

Pass

Diagonal L102x102x6 247 -3268.71 21133.21 15.5 24.9 (b)

Pass


47.7 (b) Pass

Diagonal L102x102x6 263 -3372.94 19112.93 17.6 25.6 (b)

Pass


49.4 (b) Pass


13.0 (b) Pass

T12 23 - 18 Leg 2L127x127x13 287 -44207.90 123691.56 35.7 41.5 (b)

Pass

Diagonal L76x76x6 301 -4058.96 2706.74 150.0 Fail Top Girt L76x76x6 289 -1347.85 2302.79 58.5 Pass

T13 18 - 12 Leg 2L127x127x13 307 -44655.95 109106.46 40.9 Pass



Page

51 of 51


Project


Date

14:48:00 09/16/13


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

42.0 (b) Diagonal L76x76x6 313 -4259.30 1680.14 253.5 Fail Horizontal L76x76x6 293 -414.77 3469.29 12.0 Pass

T14 12 - 6 Leg 2L127x127x13 319 -43021.84 102426.41 42.0 Pass Diagonal L102x102x10 330 -7523.10 5477.87 137.3 Fail Top Girt L102x102x6 322 -4599.34 16183.94 28.4

35.0 (b) Pass


(T13) 253.5 Fail

Horizontal (T13)

12.0 Pass

Top Girt (T12)

58.5 Pass

Mid Girt (T8)

59.4 Pass

Bolt Checks 59.4 Pass RATING = 253.5 Fail

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=65m C. NUEVA EB. SIMON BOLIVAR.eri

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.






Dwg No. E-5


0

0

50

50

100

100

150

150

Deflection (mm)

65.0000

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

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)

65.0000

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.






Dwg No. E-7



Face A

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

Ele

va

tio

n (

m)

Face B

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

64.0000

Face C

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

64.0000

Face D

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

64.0000

(4)

1/2

(8 A

NT

TV

E)

(4)

1/2

(8 A

NT

TV

E)

(4)

1/2

(4 A

NT

TV

E)

(2)

1/2

(2 A

NT

TV

E)

(2)

1/2

(2 A

NT

TV

E)

1/2

(1 A

NT

TV

E)

7/8

(1 A

NT

MW

E)

7/8

(1 A

NT

GR

IP E

)

7/8

(1 A

NT

MW

E)

(2)

1 (

2 A

T15-2

50 N

)

(2)

1 (

2 A

T15-2

50 N

)

1 (

1 A

T15-2

50 N

)

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.






Dwg No. E-8


0.0000 - 65.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress


63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

Ele

va

tio

n (

m)

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000


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


CONDICION NUEVA + REFUERZO.

EB. SIMON BOLIVAR.

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.


Project: EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR - CONDICION NUEVA + REFUERZO.



D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR.eri

Dwg No. E-1

65.0 m

63.0 m

57.0 m

51.0 m

45.0 m

43.5 m

42.0 m

37.0 m

32.0 m

30.0 m

27.0 m

23.0 m

18.0 m

12.0 m

6.0 m

0.0 m


17303 kgSHEAR

583072 kg-mMOMENT

25092 kgAXIAL



S

ection

T1

T2

T3

T4

T5

T6

T7

T8

T9

T10

T11

T12

T13

T14

T15

Legs

L102x102x10

L102x102x13

L127x127x13

2L127x127x13

Leg G

rade

A572-5

0

D

iagonals

L51x51x5

2L76x76x6

L76x76x6

L102x102x6

L76x76x6

L102x102x10

D

iagonal G

rade

A36

T

op G

irts

L64x64x5

L64x64x6

L76x76x6

N.A

.L102x102x6

N.A

.

M

id G

irts

N.A

.L51x51x5

N.A

.L64x64x6

N.A

.

H

orizonta

lsN

.A.

L76x76x6

N.A

.L102x102x6

F

ace W

idth

(m

)1

1.4

51.9

2.3

2.9

3.7

4.7

5.9

9.4

12.9

# P

anels

@ (

m)

7 @

26 @

1.5

4 @

2.5

1 @

21 @

31 @

41 @

53 @

6

W

eig

ht (k

g)

298.4

883.7

1045.9

1089.5

543.3

622.6

1256.6

1408.5

994.4

1427.0

1658.1

2088.0

2542.1

3422.3

3988.4

23268.9

CxMANTENIMIENTO 99AT15-250 (N) 65AT15-250 (N) 65AT15-250 (N) 65AT15-250 (N) 64AT15-250 (N) 64ANT OMNI L=3m (E) 63.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 58.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.52 ANT TV 0.30x1.20m (E) 57.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.51 ANT TV 0.30x1.20m (E) 56.5HP8-102 (1 ANT MW Ø2.40m E) 52.52 ANT TV 0.30x1.20m (E) 41.52 ANT TV 0.30x1.20m (E) 40.51 ANT TV 0.30x1.20m (E) 39.5KP8F-13 (1 ANT GRIP Ø2.40m E) 38.5HP8-102 (1 ANT MW Ø2.40m E) 34.5DESIGNED APPURTENANCE LOADING


AT15-250 (N) 65

AT15-250 (N) 65

AT15-250 (N) 65

AT15-250 (N) 64

AT15-250 (N) 64


2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 58.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

2 ANT TV 0.30x1.20m (E) 57.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

1 ANT TV 0.30x1.20m (E) 56.5

HP8-102 (1 ANT MW Ø2.40m E) 52.5

2 ANT TV 0.30x1.20m (E) 41.5

2 ANT TV 0.30x1.20m (E) 40.5

1 ANT TV 0.30x1.20m (E) 39.5

KP8F-13 (1 ANT GRIP Ø2.40m E) 38.5

HP8-102 (1 ANT MW Ø2.40m E) 34.5


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






Page

1 of 51


Project

EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR - CONDICION NUEVA + REFUERZO.

Date

14:58:37 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower Input Data




Options




Page

2 of 51


Project


Date

14:58:37 09/16/13


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



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




Page

3 of 51


Project


Date

14:58:37 09/16/13


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



Tower

Elevation

m

Leg

Type

Leg

Size

Leg

Grade

Diagonal

Type

Diagonal

Size

Diagonal

Grade

T1 65.0000-63.0000



T2 63.0000-57.0000



T3 57.0000-51.0000



T4 51.0000-45.0000



T5 45.0000-43.5000



T6 43.5000-42.0000



T7 42.0000-37.0000



T8 37.0000-32.0000



T9 32.0000-30.0000



T10 30.0000-27.0000



T11 27.0000-23.0000



T12 23.0000-18.0000



T13 18.0000-12.0000



T14 12.0000-6.0000



T15 6.0000-0.0000





Page

4 of 51


Project


Date

14:58:37 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Tower

Elevation

m

Top Girt

Type

Top Girt

Size

Top Girt

Grade

Bottom Girt

Type

Bottom Girt

Size

Bottom Girt

Grade

T1 65.0000-63.0000



T2 63.0000-57.0000



T3 57.0000-51.0000



T4 51.0000-45.0000



T5 45.0000-43.5000



T6 43.5000-42.0000



T7 42.0000-37.0000



T8 37.0000-32.0000



T9 32.0000-30.0000



T10 30.0000-27.0000



T11 27.0000-23.0000



T12 23.0000-18.0000



T14 12.0000-6.0000




Tower

Elevation

m

No.

of

Mid

Girts

Mid Girt

Type

Mid Girt

Size

Mid Girt

Grade

Horizontal

Type

Horizontal

Size

Horizontal

Grade

T2 63.0000-57.0000



T3 57.0000-51.0000



T4 51.0000-45.0000



T7 42.0000-37.0000



T8 37.0000-32.0000



T11 27.0000-23.0000



T12 23.0000-18.0000



T13 18.0000-12.0000



T14 12.0000-6.0000



T15 6.0000-0.0000





Page

5 of 51


Project


Date

14:58:37 09/16/13


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

T1 65.0000-63.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T2 63.0000-57.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T3 57.0000-51.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T4 51.0000-45.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T5 45.0000-43.50

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T6 43.5000-42.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T7 42.0000-37.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T8 37.0000-32.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T9 32.0000-30.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T10 30.0000-27.00

00

0.0000 0 A36 (248211 kPa)

1.1 1 1.5 0 0

T11 27.0000-23.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T12 23.0000-18.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T13 18.0000-12.00

00

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T14 12.0000-6.000

0

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0

T15 6.0000-0.0000

0.0000 0 A36 (248211 kPa)

1.2 1 1.5 0 0



Page

6 of 51


Project


Date

14:58:37 09/16/13


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 65.0000-63.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T2 63.0000-57.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T3 57.0000-51.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T4 51.0000-45.00

00

No No 0.5 1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

T5 45.0000-43.50

00

No No 0.5 1 1

1 0.5

1 1

1 1

1 1

1 1

1 1

T6 43.5000-42.00

00

No No 0.5 1 0.5

1 1

1 1

1 1

1 1

1 1

1 1

T7 42.0000-37.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T8 37.0000-32.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T9 32.0000-30.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T10 30.0000-27.00

00

No No 0.5 1 0.5

1 1

1 1

1 0.5

1 1

1 1

1 1

T11 27.0000-23.00

00

No No 0.33 1 1

1 0.33

1 1

0.5 0.5

1 1

1 1

1 1

T12 23.0000-18.00

00

No No 0.33 1 1

0.33 0.33

1 1

1 1

1 0.5

1 1

1 1

T13 18.0000-12.00

00

No No 0.33 1 1

0.33 0.33

1 1

0.5 0.25

1 1

1 1

1 1

T14 12.0000-6.000

0

No No 0.33 1 1

0.33 0.33

1 1

0.5 0.25

1 1

1 1

1 1

T15 6.0000-0.0000

No No 0.33 1 1

0.33 0.33

1 1

0.5 0.25

0.5 0.25

1 1

1 1


the overall length.



Page

7 of 51


Project


Date

14:58:37 09/16/13


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

T1 65.0000-63.00

00

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

T2 63.0000-57.00

00

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

T3 57.0000-51.00

00

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

T4 51.0000-45.00

00

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

T5 45.0000-43.50

00

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

T6 43.5000-42.00

00

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

T7 42.0000-37.00

00

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

T8 37.0000-32.00

00

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

T9 32.0000-30.00

00

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

T10 30.0000-27.00

00

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

T11 27.0000-23.00

00

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

T12 23.0000-18.00

00

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

T13 18.0000-12.00

00

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

T14 12.0000-6.000

0

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

T15 6.0000-0.0000

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



Page

8 of 51


Project


Date

14:58:37 09/16/13


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 65.0000-63.00

00

Sleeve SS 19 A394T0

4 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T2 63.0000-57.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T3 57.0000-51.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T4 51.0000-45.00

00

Sleeve SS 19 A394T0

8 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T5 45.0000-43.50

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T6 43.5000-42.00

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T7 42.0000-37.00

00

Sleeve SS 19 A394T0

8 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T8 37.0000-32.00

00

Sleeve SS 19 A394T0

16 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T9 32.0000-30.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T10 30.0000-27.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

0 16 A394T0

0

T11 27.0000-23.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T12 23.0000-18.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T13 18.0000-12.00

00

Sleeve SS 19 A394T0

16 16 A394T0

2 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T14 12.0000-6.000

0

Sleeve SS 19 A394T0

16 16 A394T0

4 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

2 16 A394T0

0

T15 6.0000-0.0000

Sleeve SS 19 A394T0

16 16 A394T0

3 16 A394T0

2 16 A394T0

0 16 A394T0

2 16 A394T0

3 16 A394T0

0



Page

9 of 51


Project


Date

14:58:37 09/16/13


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 (8 ANT TV E)

D No Ar (CfAe) 58.5000 - 0.0000 4 4 15 15 0.37

1/2 (8 ANT TV E)

D No Ar (CfAe) 57.5000 - 0.0000 4 4 15 15 0.37

1/2 (4 ANT TV E)

D No Ar (CfAe) 56.5000 - 0.0000 4 4 15 15 0.37

1/2 (2 ANT TV E)

D No Ar (CfAe) 41.5000 - 0.0000 2 2 15 15 0.37

1/2 (2 ANT TV E)

D No Ar (CfAe) 40.5000 - 0.0000 2 2 15 15 0.37

1/2 (1 ANT TV E)

D No Ar (CfAe) 39.5000 - 0.0000 1 1 15 15 0.37

7/8 (1 ANT MW E)

D No Ar (CfAe) 52.5000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT GRIP E)

D No Ar (CfAe) 38.5000 - 0.0000 1 1 28 28 0.80

7/8 (1 ANT MW E)

D No Ar (CfAe) 34.5000 - 0.0000 1 1 28 28 0.80

1 (2 AT15-250 N)

D No Ar (CfAe) 65.0000 - 0.0000 2 2 32 32 0.86

1 (2 AT15-250 N)

D No Ar (CfAe) 64.0000 - 0.0000 2 2 32 32 0.86

1 (1 AT15-250 N)

D No Ar (CfAe) 65.0000 - 0.0000 1 1 32 32 0.86


Section

Tower

Elevation

m

Face AR

m2

AF

m2

CAAA

In Face

m2

CAAA

Out Face

m2

Weight

kg

T1 65.0000-63.0000 A B C D

0.000 0.000 0.000 0.254

0.000 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 6.91

T2 63.0000-57.0000 A B C D

0.000 0.000 0.000 1.070

0.000 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 28.87

T3 57.0000-51.0000 A B C D

0.000 0.000 0.000 2.026

0.000 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 53.14

T4 51.0000-45.0000 A B C D

0.000 0.000 0.000 2.182

0.000 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 57.50

T5 45.0000-43.5000 A B C D

0.000 0.000 0.000 0.546

0.000 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 14.38

T6 43.5000-42.0000 A B C D

0.000 0.000 0.000 0.546

0.000 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 14.38

T7 42.0000-37.0000 A 0.000 0.000 0.000 0.000 0.00



Page

10 of 51


Project


Date

14:58:37 09/16/13


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 0.000 2.133

0.000 0.000 0.000

0.000 0.000 0.000

0.000 0.000 0.000

0.00 0.00 56.01

T8 37.0000-32.0000 A B C D

0.000 0.000 0.000 2.398

0.000 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 63.25

T9 32.0000-30.0000 A B C D

0.000 0.000 0.000 0.988

0.000 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 26.10

T10 30.0000-27.0000 A B C D

0.000 0.000 0.000 1.481

0.000 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 39.15

T11 27.0000-23.0000 A B C D

0.000 0.000 0.000 1.975

0.000 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 52.20

T12 23.0000-18.0000 A B C D

0.000 0.000 0.000 2.469

0.000 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 65.26

T13 18.0000-12.0000 A B C D

0.000 0.000 0.000 2.963

0.000 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 78.31

T14 12.0000-6.0000 A B C D

0.000 0.000 0.000 2.963

0.000 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 78.31

T15 6.0000-0.0000 A B C D

0.000 0.000 0.000 2.963

0.000 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 78.31


Section Elevation

m

CPX

mm

CPZ

mm

CPX

Ice

mm

CPZ

Ice

mm

T1 65.0000-63.0000 0 41 0 41 T2 63.0000-57.0000 0 56 0 56 T3 57.0000-51.0000 0 97 0 97 T4 51.0000-45.0000 0 99 0 99 T5 45.0000-43.5000 0 101 0 101 T6 43.5000-42.0000 0 125 0 125 T7 42.0000-37.0000 0 177 0 177 T8 37.0000-32.0000 0 178 0 178 T9 32.0000-30.0000 0 267 0 267

T10 30.0000-27.0000 0 355 0 355 T11 27.0000-23.0000 0 552 0 552 T12 23.0000-18.0000 0 689 0 689 T13 18.0000-12.0000 0 835 0 835 T14 12.0000-6.0000 0 917 0 917 T15 6.0000-0.0000 0 1024 0 1024



Page

11 of 51


Project


Date

14:58:37 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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

ANT OMNI L=3m (E)

B From Leg 0.4000 0.0000 0.0000

0.0000 63.5000 No Ice 0.1500 0.1500 85.00

2 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 58.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000 0.0000

0.0000 57.5000 No Ice 0.3000 0.0800 24.00

1 ANT TV 0.30x1.20m (E)

A From Face 0.6000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

B From Face 0.0000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

C From Face 0.6000 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00

1 ANT TV 0.30x1.20m (E)

D From Face 0.0000 0.0000

0.0000 56.5000 No Ice 0.1500 0.0400 12.00



Page

12 of 51


Project


Date

14:58:37 09/16/13


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

0.0000 2 ANT TV 0.30x1.20m

(E) B From Leg 0.6000

0.0000 0.0000

0.0000 41.5000 No Ice 0.3000 0.0800 24.00

2 ANT TV 0.30x1.20m (E)

B From Leg 0.6000 0.0000 0.0000

0.0000 40.5000 No Ice 0.3000 0.0800 24.00

1 ANT TV 0.30x1.20m (E)

B From Leg 0.6000 0.0000 0.0000

0.0000 39.5000 No Ice 0.1500 0.0400 12.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 65.0000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

C From Leg 0.6000 0.0000 0.0000

0.0000 64.0000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 65.0000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

D From Leg 0.6000 0.0000 0.0000

0.0000 64.0000 No Ice 0.4750 0.2600 10.00

AT15-250 (N)

B From Leg 0.4000 0.0000 0.0000

0.0000 65.0000 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

HP8-102 (1 ANT MW Ø2.40m

E)


From Leg

0.4000 0.0000 0.0000

Worst 52.5000 2.4384 No Ice 4.6693 113.85

KP8F-13 (1 ANT GRIP

Ø2.40m E)

A Grid From Leg

0.4000 0.0000 0.0000

Worst 38.5000 2.4384 No Ice 3.7356 127.91

HP8-102 (1 ANT MW Ø2.40m

E)


From Leg

0.4000 0.0000 0.0000

Worst 34.5000 2.4384 No Ice 4.6693 113.85



Page

13 of 51


Project


Date

14:58:37 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


GH = 1.110

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 65.0000-63.00

00

64.0000 1.697 1.36 2.115 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.254

0.406 55.34 55.34 55.34 41.12

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 63.0000-57.00

00

60.0000 1.666 1.33 6.345 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 1.070

1.219 55.98 55.98 55.98 37.53

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 57.0000-51.00

00

54.0000 1.616 1.29 6.359 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 2.026

1.219 55.98 55.98 55.98 29.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 51.0000-45.00

00

48.0000 1.563 1.25 6.359 A B C D

2.279 2.279 2.279 2.279

0.000 0.000 0.000 2.182

1.219 53.51 53.51 53.51 27.33

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 45.0000-43.50

00

44.2500 1.527 1.22 1.928 A B C D

0.706 0.706 0.706 0.706

0.000 0.000 0.000 0.546

0.312 44.15 44.15 44.15 24.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 43.5000-42.00

00

42.7500 1.512 1.21 2.603 A B C D

0.793 0.793 0.793 0.793

0.000 0.000 0.000 0.546

0.312 39.29 39.29 39.29 23.28

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 42.0000-37.00

00

39.5000 1.478 1.18 9.799 A B C D

2.365 2.365 2.365 2.365

0.000 0.000 0.000 2.133

1.016 42.95 42.95 42.95 22.58

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 37.0000-32.00

00

34.5000 1.422 1.14 9.862 A B C D

2.632 2.632 2.632 2.632

0.000 0.000 0.000 2.398

1.270 48.24 48.24 48.24 25.24

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 32.0000-30.00

00

31.0000 1.379 1.10 4.455 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.988

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 30.0000-27.00

00

28.5000 1.347 1.08 8.183 A B C D

0.998 0.998 0.998 0.998

0.000 0.000 0.000 1.481

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 27.0000-23.00

00

25.0000 1.297 1.04 13.711 A B C D

0.993 0.993 0.993 0.993

0.000 0.000 0.000 1.975

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 23.0000-18.00

00

20.5000 1.226 0.98 21.638 A B C D

1.274 1.274 1.274 1.274

0.000 0.000 0.000 2.469

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 18.0000-12.00

00

15.0000 1.121 0.90 32.566 A B C D

1.620 1.620 1.620 1.620

0.000 0.000 0.000 2.963

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 12.0000-6.000

9.0000 1 0.80 46.694 A B

2.358 2.358

0.000 0.000

0.000 0.00 0.00

0.000 0.000

0.000 0.000



Page

14 of 51


Project


Date

14:58:37 09/16/13


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

0 C D

2.358 2.358

0.000 2.963

0.00 0.00

0.000 0.000

0.000 0.000

T15 6.0000-0.0000

3.0000 1 0.80 67.694 A B C D

3.300 3.300 3.300 3.300

0.000 0.000 0.000 2.963

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


GH = 1.110

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 65.0000-63.00

00

64.0000 1.697 0.34 2.115 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.254

0.406 55.34 55.34 55.34 41.12

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T2 63.0000-57.00

00

60.0000 1.666 0.33 6.345 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 1.070

1.219 55.98 55.98 55.98 37.53

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T3 57.0000-51.00

00

54.0000 1.616 0.32 6.359 A B C D

2.178 2.178 2.178 2.178

0.000 0.000 0.000 2.026

1.219 55.98 55.98 55.98 29.00

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T4 51.0000-45.00

00

48.0000 1.563 0.31 6.359 A B C D

2.279 2.279 2.279 2.279

0.000 0.000 0.000 2.182

1.219 53.51 53.51 53.51 27.33

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T5 45.0000-43.50

00

44.2500 1.527 0.31 1.928 A B C D

0.706 0.706 0.706 0.706

0.000 0.000 0.000 0.546

0.312 44.15 44.15 44.15 24.90

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T6 43.5000-42.00

00

42.7500 1.512 0.30 2.603 A B C D

0.793 0.793 0.793 0.793

0.000 0.000 0.000 0.546

0.312 39.29 39.29 39.29 23.28

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T7 42.0000-37.00

00

39.5000 1.478 0.30 9.799 A B C D

2.365 2.365 2.365 2.365

0.000 0.000 0.000 2.133

1.016 42.95 42.95 42.95 22.58

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T8 37.0000-32.00

00

34.5000 1.422 0.28 9.862 A B C D

2.632 2.632 2.632 2.632

0.000 0.000 0.000 2.398

1.270 48.24 48.24 48.24 25.24

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

T9 32.0000-30.00

00

31.0000 1.379 0.28 4.455 A B C D

0.734 0.734 0.734 0.734

0.000 0.000 0.000 0.988

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 30.0000-27.00

00

28.5000 1.347 0.27 8.183 A B C D

0.998 0.998 0.998 0.998

0.000 0.000 0.000 1.481

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 25.0000 1.297 0.26 13.711 A 0.993 0.000 0.000 0.00 0.000 0.000



Page

15 of 51


Project


Date

14:58:37 09/16/13


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

27.0000-23.0000

B C D

0.993 0.993 0.993

0.000 0.000 1.975

0.00 0.00 0.00

0.000 0.000 0.000

0.000 0.000 0.000

T12 23.0000-18.00

00

20.5000 1.226 0.25 21.638 A B C D

1.274 1.274 1.274 1.274

0.000 0.000 0.000 2.469

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 18.0000-12.00

00

15.0000 1.121 0.22 32.566 A B C D

1.620 1.620 1.620 1.620

0.000 0.000 0.000 2.963

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 12.0000-6.000

0

9.0000 1 0.20 46.694 A B C D

2.358 2.358 2.358 2.358

0.000 0.000 0.000 2.963

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 6.0000-0.0000

3.0000 1 0.20 67.694 A B C D

3.300 3.300 3.300 3.300

0.000 0.000 0.000 2.963

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 65.0000-63.00

00

6.91 298.35 A B C D

0.347 0.347 0.347 0.467

2.434 2.434 2.434 2.116

0.631 0.631 0.631 0.681

1 1 1 1

1 1 1 1

0.734 0.734 0.734 0.907

294.87 147.44 D

T2 63.0000-57.00

00

28.87 883.69 A B C D

0.343 0.343 0.343 0.512

2.446 2.446 2.446 2.028

0.63 0.63 0.63

0.704

1 1 1 1

1 1 1 1

2.178 2.178 2.178 2.931

895.98 149.33 D

T3 57.0000-51.00

00

53.14 1045.94 A B C D

0.342 0.342 0.342 0.661

2.449 2.449 2.449 1.848

0.63 0.63 0.63

0.793

1 1 1 1

1 1 1 1

2.178 2.178 2.178 3.784

1022.78 170.46 D

T4 51.0000-45.00

00

57.50 1089.51 A B C D

0.358 0.358 0.358 0.702

2.399 2.399 2.399

1.83

0.635 0.635 0.635 0.821

1 1 1 1

1 1 1 1

2.279 2.279 2.279 4.070

1053.20 175.53 D

T5 45.0000-43.50

00

14.38 543.33 A B C D

0.366 0.366 0.366 0.649

2.377 2.377 2.377 1.856

0.638 0.638 0.638 0.785

1 1 1 1

1 1 1 1

0.706 0.706 0.706 1.134

290.76 193.84 D

T6 43.5000-42.00

00

14.38 622.60 A B C D

0.305 0.305 0.305 0.514

2.574 2.574 2.574 2.024

0.617 0.617 0.617 0.705

1 1 1 1

1 1 1 1

0.793 0.793 0.793 1.178

326.08 217.39 D

T7 42.0000-37.00

00

56.01 1256.62 A B C D

0.241 0.241 0.241 0.459

2.809 2.809 2.809 2.134

0.6 0.6 0.6

0.677

1 1 1 1

1 1 1 1

2.365 2.365 2.365 3.811

1088.06 217.61 D

T8 37.0000-32.00

00

63.25 1408.53 A B C

0.267 0.267 0.267

2.71 2.71 2.71

0.606 0.606 0.606

1 1 1

1 1 1

2.632 2.632 2.632

1128.70 225.74 D



Page

16 of 51


Project


Date

14:58:37 09/16/13


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 0.51 2.031 0.703 1 1 4.318 T9

32.0000-30.0000

26.10 994.41 A B C D

0.165 0.165 0.165 0.387

3.136 3.136 3.136 2.317

0.584 0.584 0.584 0.646

1 1 1 1

1 1 1 1

0.734 0.734 0.734 1.373

397.01 198.50 D

T10 30.0000-27.00

00

39.15 1427.04 A B C D

0.122 0.122 0.122 0.303

3.34 3.34 3.34

2.579

0.578 0.578 0.578 0.617

1 1 1 1

1 1 1 1

0.998 0.998 0.998 1.912

601.06 200.35 D

T11 27.0000-23.00

00

52.20 1658.13 A B C D

0.072 0.072 0.072 0.217

3.593 3.593 3.593

2.91

0.573 0.573 0.573 0.594

1 1 1 1

1 1 1 1

0.993 0.993 0.993 2.166

740.05 185.01 D

T12 23.0000-18.00

00

65.26 2088.01 A B C D

0.059 0.059 0.059 0.173

3.667 3.667 3.667 3.099

0.572 0.572 0.572 0.585

1 1 1 1

1 1 1 1

1.274 1.274 1.274 2.718

934.45 186.89 D

T13 18.0000-12.00

00

78.31 2542.12 A B C D

0.05 0.05 0.05

0.141

3.716 3.716 3.716 3.249

0.571 0.571 0.571

0.58

1 1 1 1

1 1 1 1

1.620 1.620 1.620 3.339

1100.33 183.39 D

T14 12.0000-6.000

0

78.31 3422.28 A B C D

0.05 0.05 0.05

0.114

3.712 3.712 3.712

3.38

0.571 0.571 0.571 0.577

1 1 1 1

1 1 1 1

2.358 2.358 2.358 4.066

1243.64 207.27 D

T15 6.0000-0.0000

78.31 3988.36 A B C D

0.049 0.049 0.049 0.093

3.722 3.722 3.722 3.488

0.571 0.571 0.571 0.574

1 1 1 1

1 1 1 1

3.300 3.300 3.300 5.001

1578.90 263.15 D


12695.87


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 65.0000-63.00

00

6.91 298.35 A B C D

0.347 0.347 0.347 0.467

2.434 2.434 2.434 2.116

0.631 0.631 0.631 0.681

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.881 0.881 0.881 1.089

353.85 176.92 D

T2 63.0000-57.00

00

28.87 883.69 A B C D

0.343 0.343 0.343 0.512

2.446 2.446 2.446 2.028

0.63 0.63 0.63

0.704

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 3.517

1075.17 179.20 D

T3 57.0000-51.00

00

53.14 1045.94 A B C D

0.342 0.342 0.342 0.661

2.449 2.449 2.449 1.848

0.63 0.63 0.63

0.793

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 4.541

1227.33 204.56 D

T4 51.0000-45.00

00

57.50 1089.51 A B C D

0.358 0.358 0.358 0.702

2.399 2.399 2.399

1.83

0.635 0.635 0.635 0.821

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.734 2.734 2.734 4.884

1263.84 210.64 D

T5 45.0000-43.50

14.38 543.33 A B

0.366 0.366

2.377 2.377

0.638 0.638

1.2 1.2

1.2 1.2

0.847 0.847

348.91 232.60 D



Page

17 of 51


Project


Date

14:58:37 09/16/13


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

0.366 0.649

2.377 1.856

0.638 0.785

1.2 1.2

1.2 1.2

0.847 1.361

T6 43.5000-42.00

00

14.38 622.60 A B C D

0.305 0.305 0.305 0.514

2.574 2.574 2.574 2.024

0.617 0.617 0.617 0.705

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.952 0.952 0.952 1.413

391.30 260.86 D

T7 42.0000-37.00

00

56.01 1256.62 A B C D

0.241 0.241 0.241 0.459

2.809 2.809 2.809 2.134

0.6 0.6 0.6

0.677

1.181 1.181 1.181

1.2

1.181 1.181 1.181

1.2

2.794 2.794 2.794 4.573

1305.67 261.13 D

T8 37.0000-32.00

00

63.25 1408.53 A B C D

0.267 0.267 0.267

0.51

2.71 2.71 2.71

2.031

0.606 0.606 0.606 0.703

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

3.159 3.159 3.159 5.181

1354.44 270.89 D

T9 32.0000-30.00

00

26.10 994.41 A B C D

0.165 0.165 0.165 0.387

3.136 3.136 3.136 2.317

0.584 0.584 0.584 0.646

1.124 1.124 1.124

1.2

1.124 1.124 1.124

1.2

0.825 0.825 0.825 1.647

476.41 238.21 D

T10 30.0000-27.00

00

39.15 1427.04 A B C D

0.122 0.122 0.122 0.303

3.34 3.34 3.34

2.579

0.578 0.578 0.578 0.617

1.092 1.092 1.092

1.2

1.092 1.092 1.092

1.2

1.090 1.090 1.090 2.295

721.27 240.42 D

T11 27.0000-23.00

00

52.20 1658.13 A B C D

0.072 0.072 0.072 0.217

3.593 3.593 3.593

2.91

0.573 0.573 0.573 0.594

1.054 1.054 1.054 1.162

1.054 1.054 1.054 1.162

1.047 1.047 1.047 2.518

860.23 215.06 D

T12 23.0000-18.00

00

65.26 2088.01 A B C D

0.059 0.059 0.059 0.173

3.667 3.667 3.667 3.099

0.572 0.572 0.572 0.585

1.044 1.044 1.044

1.13

1.044 1.044 1.044

1.13

1.330 1.330 1.330 3.071

1055.67 211.13 D

T13 18.0000-12.00

00

78.31 2542.12 A B C D

0.05 0.05 0.05

0.141

3.716 3.716 3.716 3.249

0.571 0.571 0.571

0.58

1.037 1.037 1.037 1.106

1.037 1.037 1.037 1.106

1.680 1.680 1.680 3.691

1216.46 202.74 D

T14 12.0000-6.000

0

78.31 3422.28 A B C D

0.05 0.05 0.05

0.114

3.712 3.712 3.712

3.38

0.571 0.571 0.571 0.577

1.038 1.038 1.038 1.085

1.038 1.038 1.038 1.085

2.447 2.447 2.447 4.414

1349.92 224.99 D

T15 6.0000-0.0000

78.31 3988.36 A B C D

0.049 0.049 0.049 0.093

3.722 3.722 3.722 3.488

0.571 0.571 0.571 0.574

1.037 1.037 1.037 1.069

1.037 1.037 1.037 1.069

3.420 3.420 3.420 5.348

1688.45 281.41 D


14688.91


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 65.0000-63.00

00

6.91 298.35 A B C D

0.347 0.347 0.347 0.467

2.434 2.434 2.434 2.116

0.631 0.631 0.631 0.681

1 1 1 1

1 1 1 1

0.734 0.734 0.734 0.907

73.72 36.86 D

T2 28.87 883.69 A 0.343 2.446 0.63 1 1 2.178 223.99 37.33 D



Page

18 of 51


Project


Date

14:58:37 09/16/13


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

63.0000-57.0000

B C D

0.343 0.343 0.512

2.446 2.446 2.028

0.63 0.63

0.704

1 1 1

1 1 1

2.178 2.178 2.931

T3 57.0000-51.00

00

53.14 1045.94 A B C D

0.342 0.342 0.342 0.661

2.449 2.449 2.449 1.848

0.63 0.63 0.63

0.793

1 1 1 1

1 1 1 1

2.178 2.178 2.178 3.784

255.69 42.62 D

T4 51.0000-45.00

00

57.50 1089.51 A B C D

0.358 0.358 0.358 0.702

2.399 2.399 2.399

1.83

0.635 0.635 0.635 0.821

1 1 1 1

1 1 1 1

2.279 2.279 2.279 4.070

263.30 43.88 D

T5 45.0000-43.50

00

14.38 543.33 A B C D

0.366 0.366 0.366 0.649

2.377 2.377 2.377 1.856

0.638 0.638 0.638 0.785

1 1 1 1

1 1 1 1

0.706 0.706 0.706 1.134

72.69 48.46 D

T6 43.5000-42.00

00

14.38 622.60 A B C D

0.305 0.305 0.305 0.514

2.574 2.574 2.574 2.024

0.617 0.617 0.617 0.705

1 1 1 1

1 1 1 1

0.793 0.793 0.793 1.178

81.52 54.35 D

T7 42.0000-37.00

00

56.01 1256.62 A B C D

0.241 0.241 0.241 0.459

2.809 2.809 2.809 2.134

0.6 0.6 0.6

0.677

1 1 1 1

1 1 1 1

2.365 2.365 2.365 3.811

272.01 54.40 D

T8 37.0000-32.00

00

63.25 1408.53 A B C D

0.267 0.267 0.267

0.51

2.71 2.71 2.71

2.031

0.606 0.606 0.606 0.703

1 1 1 1

1 1 1 1

2.632 2.632 2.632 4.318

282.18 56.44 D

T9 32.0000-30.00

00

26.10 994.41 A B C D

0.165 0.165 0.165 0.387

3.136 3.136 3.136 2.317

0.584 0.584 0.584 0.646

1 1 1 1

1 1 1 1

0.734 0.734 0.734 1.373

99.25 49.63 D

T10 30.0000-27.00

00

39.15 1427.04 A B C D

0.122 0.122 0.122 0.303

3.34 3.34 3.34

2.579

0.578 0.578 0.578 0.617

1 1 1 1

1 1 1 1

0.998 0.998 0.998 1.912

150.26 50.09 D

T11 27.0000-23.00

00

52.20 1658.13 A B C D

0.072 0.072 0.072 0.217

3.593 3.593 3.593

2.91

0.573 0.573 0.573 0.594

1 1 1 1

1 1 1 1

0.993 0.993 0.993 2.166

185.01 46.25 D

T12 23.0000-18.00

00

65.26 2088.01 A B C D

0.059 0.059 0.059 0.173

3.667 3.667 3.667 3.099

0.572 0.572 0.572 0.585

1 1 1 1

1 1 1 1

1.274 1.274 1.274 2.718

233.61 46.72 D

T13 18.0000-12.00

00

78.31 2542.12 A B C D

0.05 0.05 0.05

0.141

3.716 3.716 3.716 3.249

0.571 0.571 0.571

0.58

1 1 1 1

1 1 1 1

1.620 1.620 1.620 3.339

275.08 45.85 D

T14 12.0000-6.000

0

78.31 3422.28 A B C D

0.05 0.05 0.05

0.114

3.712 3.712 3.712

3.38

0.571 0.571 0.571 0.577

1 1 1 1

1 1 1 1

2.358 2.358 2.358 4.066

310.91 51.82 D

T15 6.0000-0.0000

78.31 3988.36 A B C D

0.049 0.049 0.049 0.093

3.722 3.722 3.722 3.488

0.571 0.571 0.571 0.574

1 1 1 1

1 1 1 1

3.300 3.300 3.300 5.001

394.72 65.79 D


3173.97



Page

19 of 51


Project


Date

14:58:37 09/16/13


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 65.0000-63.00

00

6.91 298.35 A B C D

0.347 0.347 0.347 0.467

2.434 2.434 2.434 2.116

0.631 0.631 0.631 0.681

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.881 0.881 0.881 1.089

88.46 44.23 D

T2 63.0000-57.00

00

28.87 883.69 A B C D

0.343 0.343 0.343 0.512

2.446 2.446 2.446 2.028

0.63 0.63 0.63

0.704

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 3.517

268.79 44.80 D

T3 57.0000-51.00

00

53.14 1045.94 A B C D

0.342 0.342 0.342 0.661

2.449 2.449 2.449 1.848

0.63 0.63 0.63

0.793

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.613 2.613 2.613 4.541

306.83 51.14 D

T4 51.0000-45.00

00

57.50 1089.51 A B C D

0.358 0.358 0.358 0.702

2.399 2.399 2.399

1.83

0.635 0.635 0.635 0.821

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

2.734 2.734 2.734 4.884

315.96 52.66 D

T5 45.0000-43.50

00

14.38 543.33 A B C D

0.366 0.366 0.366 0.649

2.377 2.377 2.377 1.856

0.638 0.638 0.638 0.785

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.847 0.847 0.847 1.361

87.23 58.15 D

T6 43.5000-42.00

00

14.38 622.60 A B C D

0.305 0.305 0.305 0.514

2.574 2.574 2.574 2.024

0.617 0.617 0.617 0.705

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

0.952 0.952 0.952 1.413

97.82 65.22 D

T7 42.0000-37.00

00

56.01 1256.62 A B C D

0.241 0.241 0.241 0.459

2.809 2.809 2.809 2.134

0.6 0.6 0.6

0.677

1.181 1.181 1.181

1.2

1.181 1.181 1.181

1.2

2.794 2.794 2.794 4.573

326.42 65.28 D

T8 37.0000-32.00

00

63.25 1408.53 A B C D

0.267 0.267 0.267

0.51

2.71 2.71 2.71

2.031

0.606 0.606 0.606 0.703

1.2 1.2 1.2 1.2

1.2 1.2 1.2 1.2

3.159 3.159 3.159 5.181

338.61 67.72 D

T9 32.0000-30.00

00

26.10 994.41 A B C D

0.165 0.165 0.165 0.387

3.136 3.136 3.136 2.317

0.584 0.584 0.584 0.646

1.124 1.124 1.124

1.2

1.124 1.124 1.124

1.2

0.825 0.825 0.825 1.647

119.10 59.55 D

T10 30.0000-27.00

00

39.15 1427.04 A B C D

0.122 0.122 0.122 0.303

3.34 3.34 3.34

2.579

0.578 0.578 0.578 0.617

1.092 1.092 1.092

1.2

1.092 1.092 1.092

1.2

1.090 1.090 1.090 2.295

180.32 60.11 D

T11 27.0000-23.00

00

52.20 1658.13 A B C D

0.072 0.072 0.072 0.217

3.593 3.593 3.593

2.91

0.573 0.573 0.573 0.594

1.054 1.054 1.054 1.162

1.054 1.054 1.054 1.162

1.047 1.047 1.047 2.518

215.06 53.76 D

T12 23.0000-18.00

00

65.26 2088.01 A B C D

0.059 0.059 0.059 0.173

3.667 3.667 3.667 3.099

0.572 0.572 0.572 0.585

1.044 1.044 1.044

1.13

1.044 1.044 1.044

1.13

1.330 1.330 1.330 3.071

263.92 52.78 D

T13 18.0000-12.00

00

78.31 2542.12 A B C D

0.05 0.05 0.05

0.141

3.716 3.716 3.716 3.249

0.571 0.571 0.571

0.58

1.037 1.037 1.037 1.106

1.037 1.037 1.037 1.106

1.680 1.680 1.680 3.691

304.12 50.69 D

T14 12.0000-6.000

0

78.31 3422.28 A B C

0.05 0.05 0.05

3.712 3.712 3.712

0.571 0.571 0.571

1.038 1.038 1.038

1.038 1.038 1.038

2.447 2.447 2.447

337.48 56.25 D



Page

20 of 51


Project


Date

14:58:37 09/16/13


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 0.114 3.38 0.577 1.085 1.085 4.414 T15

6.0000-0.0000 78.31 3988.36 A

B C D

0.049 0.049 0.049 0.093

3.722 3.722 3.722 3.488

0.571 0.571 0.571 0.574

1.037 1.037 1.037 1.069

1.037 1.037 1.037 1.069

3.420 3.420 3.420 5.348

422.11 70.35 D


3672.23


Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 65.0000-63.0000 0 Wind Normal 294.87 0.00 -294.87 -18868 0 0

45 Wind 90 353.85 250.21 -250.21 -16010 -16013 10 90 Wind Normal 294.87 294.87 0.00 4 -18872 12














T15 6.0000-0.0000 0 Wind Normal 1578.90 0.00 -1578.90 -4299 0 0



Page

21 of 51


Project


Date

14:58:37 09/16/13


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 1688.45 1193.91 -1193.91 -3144 -3582 1223 90 Wind Normal 1578.90 1578.90 0.00 437 -4737 1617


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -12695.87 -385207 0 0

45 10386.63 -10386.63 -322747 -324208 4556 90 12695.87 0.00 1461 -386668 5777


Section

No. Section

Elevation

m

Wind

Azimuth

°

Directionality F

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m T1 65.0000-63.0000 0 Wind Normal 73.72 0.00 -73.72 -4714 0 0

45 Wind 90 88.46 62.55 -62.55 -4000 -4003 3 90 Wind Normal 73.72 73.72 0.00 4 -4718 3














Page

22 of 51


Project


Date

14:58:37 09/16/13


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 90 Wind Normal 233.61 233.61 0.00 138 -4789 161





Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -3173.97 -95206 0 0

45 2596.66 -2596.66 -79591 -81052 1139 90 3173.97 0.00 1461 -96667 1444


Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 ANT OMNI L=3m 45.0000 85.00 0.7828 -0.7828 63.5000 1.693 1.35 0.1500 0.1500 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 58.5000 1.654 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 57.5000 1.646 1.32 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 57.5000 1.646 1.32 0.3000 0.0800 1 ANT TV 0.30x1.20m 270.0000 12.00 -1.1000 0.0000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 0.0000 12.00 0.0000 -0.5000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 90.0000 12.00 1.1000 0.0000 56.5000 1.637 1.31 0.1500 0.0400 1 ANT TV 0.30x1.20m 180.0000 12.00 0.0000 0.5000 56.5000 1.637 1.31 0.1500 0.0400 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 41.5000 1.499 1.20 0.3000 0.0800 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 40.5000 1.489 1.19 0.3000 0.0800 1 ANT TV 0.30x1.20m 45.0000 12.00 1.3743 -1.3743 39.5000 1.478 1.18 0.1500 0.0400 AT15-250 135.0000 10.00 0.9243 0.9243 65.0000 1.704 1.36 0.4750 0.2600 AT15-250 135.0000 10.00 0.9243 0.9243 64.0000 1.697 1.36 0.4750 0.2600 AT15-250 225.0000 10.00 -0.9243 0.9243 65.0000 1.704 1.36 0.4750 0.2600 AT15-250 225.0000 10.00 -0.9243 0.9243 64.0000 1.697 1.36 0.4750 0.2600 AT15-250 45.0000 10.00 0.7828 -0.7828 65.0000 1.704 1.36 0.4750 0.2600 Sum

Weight: 435.00



Page

23 of 51


Project


Date

14:58:37 09/16/13


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 16.25 16.25 0.00 -22.98 -1526 -67 18

45 22.98 0.00 16.25 -16.25 -1098 -1098 0 90 16.25 16.25 22.98 0.00 -67 -1526 -18


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.97 0.00 -11.97 -700 26 -13

45 31.75 8.47 31.75 -8.47 -495 -1831 -9 90 44.90 0.00 44.90 0.00 0 -2600 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.90 0.00 0.00 -44.90 -2638 0 0

45 31.75 8.47 8.47 -31.75 -1869 -495 -4 90 0.00 11.97 11.97 0.00 -12 -700 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.97 0.00 -11.97 -700 -26 13

45 31.75 8.47 31.75 -8.47 -495 -1884 9 90 44.90 0.00 44.90 0.00 0 -2653 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.90 0.00 0.00 -44.90 -2614 0 0

45 31.75 8.47 8.47 -31.75 -1845 -495 4 90 0.00 11.97 11.97 0.00 12 -700 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.91 0.00 -11.91 -685 26 -13

45 31.59 8.42 31.59 -8.42 -484 -1790 -9 90 44.68 0.00 44.68 0.00 0 -2542 0



Page

24 of 51


Project


Date

14:58:37 09/16/13


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 44.68 0.00 0.00 -44.68 -2581 0 0

45 31.59 8.42 8.42 -31.59 -1828 -484 -4 90 0.00 11.91 11.91 0.00 -12 -685 -6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 11.91 0.00 -11.91 -685 -26 13

45 31.59 8.42 31.59 -8.42 -484 -1843 9 90 44.68 0.00 44.68 0.00 0 -2595 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 44.68 0.00 0.00 -44.68 -2557 0 0

45 31.59 8.42 8.42 -31.59 -1804 -484 4 90 0.00 11.91 11.91 0.00 12 -685 6


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.93 0.00 -5.93 -335 13 -7

45 15.72 4.19 15.72 -4.19 -237 -875 -5 90 22.23 0.00 22.23 0.00 0 -1243 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 22.23 0.00 0.00 -22.23 -1262 0 0

45 15.72 4.19 4.19 -15.72 -894 -237 -2 90 0.00 5.93 5.93 0.00 -6 -335 -3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 5.93 0.00 -5.93 -335 -13 7

45 15.72 4.19 15.72 -4.19 -237 -901 5 90 22.23 0.00 22.23 0.00 0 -1269 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 22.23 0.00 0.00 -22.23 -1250 0 0



Page

25 of 51


Project


Date

14:58:37 09/16/13


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 15.72 4.19 4.19 -15.72 -882 -237 2 90 0.00 5.93 5.93 0.00 6 -335 3


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 28.78 7.67 14.92 -25.78 -1103 -652 15

45 40.70 0.00 28.78 -28.78 -1227 -1227 0 90 28.78 7.67 25.78 -14.92 -652 -1103 -15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 28.58 7.62 14.82 -25.60 -1070 -633 15

45 40.42 0.00 28.58 -28.58 -1191 -1191 0 90 28.58 7.62 25.60 -14.82 -633 -1070 -15


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 14.19 3.78 7.36 -12.71 -518 -307 7

45 20.07 0.00 14.19 -14.19 -577 -577 0 90 14.19 3.78 12.71 -7.36 -307 -518 -7


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.80 28.35 -16.58 -56.68 -3675 1068 37

45 0.00 40.10 28.35 -28.35 -1834 -1852 52 90 51.80 28.35 56.68 16.58 1087 -3693 37


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.57 28.23 -16.51 -56.43 -3602 1047 37

45 0.00 39.92 28.23 -28.23 -1797 -1816 52 90 51.57 28.23 56.43 16.51 1066 -3621 37


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.80 28.35 16.58 -56.68 -3675 -1068 -37

45 73.26 0.00 51.80 -51.80 -3358 -3358 0



Page

26 of 51


Project


Date

14:58:37 09/16/13


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 51.80 28.35 56.68 -16.58 -1068 -3675 37


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.57 28.23 16.51 -56.43 -3602 -1047 -37

45 72.94 0.00 51.57 -51.57 -3291 -3291 0 90 51.57 28.23 56.43 -16.51 -1047 -3602 37


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 51.80 28.35 16.58 -56.68 -3692 -1086 31

45 73.26 0.00 51.80 -51.80 -3375 -3375 0 90 51.80 28.35 56.68 -16.58 -1086 -3692 -31


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 53.68 -653.19 -38806 -2745 86

45 499.83 -499.83 -29305 -29342 105 90 653.19 -53.68 -2708 -38843 61


Description Aiming

Azimuth

°

Weight

kg

Offsetx

m

Offsetz

m

z

m

Kz qz

kPa

CAAC

Front m

2

CAAC

Side m

2 ANT OMNI L=3m 45.0000 85.00 0.7828 -0.7828 63.5000 1.693 0.34 0.1500 0.1500 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 58.5000 1.654 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 270.0000 24.00 -1.1000 0.0000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 0.0000 24.00 0.0000 -0.5000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 90.0000 24.00 1.1000 0.0000 57.5000 1.646 0.33 0.3000 0.0800 2 ANT TV 0.30x1.20m 180.0000 24.00 0.0000 0.5000 57.5000 1.646 0.33 0.3000 0.0800 1 ANT TV 0.30x1.20m 270.0000 12.00 -1.1000 0.0000 56.5000 1.637 0.33 0.1500 0.0400 1 ANT TV 0.30x1.20m 0.0000 12.00 0.0000 -0.5000 56.5000 1.637 0.33 0.1500 0.0400 1 ANT TV 0.30x1.20m 90.0000 12.00 1.1000 0.0000 56.5000 1.637 0.33 0.1500 0.0400 1 ANT TV 0.30x1.20m 180.0000 12.00 0.0000 0.5000 56.5000 1.637 0.33 0.1500 0.0400 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 41.5000 1.499 0.30 0.3000 0.0800 2 ANT TV 0.30x1.20m 45.0000 24.00 1.3743 -1.3743 40.5000 1.489 0.30 0.3000 0.0800 1 ANT TV 0.30x1.20m 45.0000 12.00 1.3743 -1.3743 39.5000 1.478 0.30 0.1500 0.0400



Page

27 of 51


Project


Date

14:58:37 09/16/13


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 AT15-250 135.0000 10.00 0.9243 0.9243 65.0000 1.704 0.34 0.4750 0.2600 AT15-250 135.0000 10.00 0.9243 0.9243 64.0000 1.697 0.34 0.4750 0.2600 AT15-250 225.0000 10.00 -0.9243 0.9243 65.0000 1.704 0.34 0.4750 0.2600 AT15-250 225.0000 10.00 -0.9243 0.9243 64.0000 1.697 0.34 0.4750 0.2600 AT15-250 45.0000 10.00 0.7828 -0.7828 65.0000 1.704 0.34 0.4750 0.2600 Sum

Weight: 435.00



Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 4.06 4.06 0.00 -5.75 -431 -67 4

45 5.75 0.00 4.06 -4.06 -325 -325 0 90 4.06 4.06 5.75 0.00 -67 -431 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.99 0.00 -2.99 -175 26 -3

45 7.94 2.12 7.94 -2.12 -124 -438 -2 90 11.22 0.00 11.22 0.00 0 -630 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.22 0.00 0.00 -11.22 -669 0 0

45 7.94 2.12 2.12 -7.94 -476 -124 -1 90 0.00 2.99 2.99 0.00 -12 -175 -1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.99 0.00 -2.99 -175 -26 3

45 7.94 2.12 7.94 -2.12 -124 -491 2 90 11.22 0.00 11.22 0.00 0 -683 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.22 0.00 0.00 -11.22 -645 0 0

45 7.94 2.12 2.12 -7.94 -452 -124 1 90 0.00 2.99 2.99 0.00 12 -175 1



Page

28 of 51


Project


Date

14:58:37 09/16/13


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 2.98 0.00 -2.98 -171 26 -3

45 7.90 2.11 7.90 -2.11 -121 -428 -2 90 11.17 0.00 11.17 0.00 0 -616 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.17 0.00 0.00 -11.17 -654 0 0

45 7.90 2.11 2.11 -7.90 -466 -121 -1 90 0.00 2.98 2.98 0.00 -12 -171 -1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 2.98 0.00 -2.98 -171 -26 3

45 7.90 2.11 7.90 -2.11 -121 -481 2 90 11.17 0.00 11.17 0.00 0 -669 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 11.17 0.00 0.00 -11.17 -630 0 0

45 7.90 2.11 2.11 -7.90 -442 -121 1 90 0.00 2.98 2.98 0.00 12 -171 1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 1.48 0.00 -1.48 -84 13 -2

45 3.93 1.05 3.93 -1.05 -59 -209 -1 90 5.56 0.00 5.56 0.00 0 -301 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 5.56 0.00 0.00 -5.56 -320 0 0

45 3.93 1.05 1.05 -3.93 -228 -59 -1 90 0.00 1.48 1.48 0.00 -6 -84 -1



Page

29 of 51


Project


Date

14:58:37 09/16/13


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 1.48 0.00 -1.48 -84 -13 2

45 3.93 1.05 3.93 -1.05 -59 -235 1 90 5.56 0.00 5.56 0.00 0 -327 0


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 5.56 0.00 0.00 -5.56 -308 0 0

45 3.93 1.05 1.05 -3.93 -216 -59 1 90 0.00 1.48 1.48 0.00 6 -84 1


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 7.20 1.92 3.73 -6.44 -300 -188 4

45 10.18 0.00 7.20 -7.20 -332 -332 0 90 7.20 1.92 6.44 -3.73 -188 -300 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 7.15 1.91 3.71 -6.40 -292 -183 4

45 10.10 0.00 7.15 -7.15 -322 -322 0 90 7.15 1.91 6.40 -3.71 -183 -292 -4


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 3.55 0.95 1.84 -3.18 -142 -89 2

45 5.02 0.00 3.55 -3.55 -157 -157 0 90 3.55 0.95 3.18 -1.84 -89 -142 -2


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.95 7.09 -4.14 -14.17 -912 260 9

45 0.00 10.02 7.09 -7.09 -452 -470 13 90 12.95 7.09 14.17 4.14 279 -930 9



Page

30 of 51


Project


Date

14:58:37 09/16/13


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 12.89 7.06 -4.13 -14.11 -894 255 9

45 0.00 9.98 7.06 -7.06 -442 -461 13 90 12.89 7.06 14.11 4.13 273 -912 9


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.95 7.09 4.14 -14.17 -912 -260 -9

45 18.31 0.00 12.95 -12.95 -833 -833 0 90 12.95 7.09 14.17 -4.14 -260 -912 9


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.89 7.06 4.13 -14.11 -894 -255 -9

45 18.23 0.00 12.89 -12.89 -816 -816 0 90 12.89 7.06 14.11 -4.13 -255 -894 9


Wind

Azimuth

°

Fa

kg

Fs

kg

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 12.95 7.09 4.14 -14.17 -929 -277 8

45 18.31 0.00 12.95 -12.95 -850 -850 0 90 12.95 7.09 14.17 -4.14 -277 -929 -8


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 13.42 -163.30 -9791 -804 22

45 124.96 -124.96 -7416 -7453 26 90 163.30 -13.42 -767 -9828 15



Page

31 of 51


Project


Date

14:58:37 09/16/13


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

52.5000 HP8-102 315.0000 113.85 -0.7828 -0.7828 1.603 4.6693 1.28 38.5000 KP8F-13 315.0000 127.91 -1.2328 -1.2328 1.467 3.7356 1.17 34.5000 HP8-102 315.0000 113.85 -1.2328 -1.2328 1.422 4.6693 1.14

Sum Weight:

355.61



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 0.003230 0.000000 0.000000 854.84 0.00 0.00 0.00 -854.84 -44968 89 -669

45 0.003230 0.000000 0.000000 854.84 0.00 0.00 604.46 -604.46 -31823 -31645 -946 90 0.003230 0.000000 0.000000 854.84 0.00 0.00 854.84 0.00 -89 -44790 -669


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 294.54 0.00 0.00 0.00 -294.54 -11498 158 -363

45 0.001520 0.000000 0.000000 294.54 0.00 0.00 208.27 -208.27 -8176 -7861 -514 90 0.001520 0.000000 0.000000 294.54 0.00 0.00 294.54 0.00 -158 -11182 -363


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 0.003230 0.000000 0.000000 758.20 0.00 0.00 0.00 -758.20 -26298 140 -935

45 0.003230 0.000000 0.000000 758.20 0.00 0.00 536.13 -536.13 -18637 -18356 -1322 90 0.003230 0.000000 0.000000 758.20 0.00 0.00 758.20 0.00 -140 -26018 -935


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -1907.59 -82764 387 -1967

45 1348.87 -1348.87 -58636 -57862 -2782 90 1907.59 0.00 -387 -81990 -1967



Page

32 of 51


Project


Date

14:58:37 09/16/13


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

52.5000 HP8-102 315.0000 113.85 -0.7828 -0.7828 1.603 4.6693 0.32 38.5000 KP8F-13 315.0000 127.91 -1.2328 -1.2328 1.467 3.7356 0.29 34.5000 HP8-102 315.0000 113.85 -1.2328 -1.2328 1.422 4.6693 0.28

Sum Weight:

355.61



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 0.003230 0.000000 0.000000 213.71 0.00 0.00 0.00 -213.71 -11309 89 -167

45 0.003230 0.000000 0.000000 213.71 0.00 0.00 151.12 -151.12 -8023 -7844 -237 90 0.003230 0.000000 0.000000 213.71 0.00 0.00 213.71 0.00 -89 -11131 -167


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 73.64 0.00 0.00 0.00 -73.64 -2993 158 -91

45 0.001520 0.000000 0.000000 73.64 0.00 0.00 52.07 -52.07 -2162 -1847 -128 90 0.001520 0.000000 0.000000 73.64 0.00 0.00 73.64 0.00 -158 -2677 -91


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 0.003230 0.000000 0.000000 189.55 0.00 0.00 0.00 -189.55 -6680 140 -234

45 0.003230 0.000000 0.000000 189.55 0.00 0.00 134.03 -134.03 -4764 -4484 -330 90 0.003230 0.000000 0.000000 189.55 0.00 0.00 189.55 0.00 -140 -6399 -234


Wind

Azimuth

°

Vx

kg

Vz

kg

OTMx

kg-m

OTMz

kg-m

Torque

kg-m 0 0.00 -476.90 -20981 387 -492

45 337.22 -337.22 -14950 -14175 -695 90 476.90 0.00 -387 -20207 -492



Page

33 of 51


Project


Date

14:58:37 09/16/13


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



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

34 of 51


Project


Date

14:58:37 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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


Load Combinations

Comb.

No.

Description


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 65 - 63 Leg Max Tension 3 252.92 0 0 Max. Compression 3 -426.84 -21 -15 Max. Mx 4 -303.20 31 3 Max. My 4 68.95 -3 -30 Max. Vy 4 -104.78 0 0 Max. Vx 4 104.30 0 0 Diagonal Max Tension 4 223.02 0 0 Max. Compression 4 -258.46 0 0 Max. Mx 2 33.09 1 0 Max. My 3 -198.16 1 -1 Max. Vy 2 1.98 1 0 Max. Vx 3 -1.33 0 0 Top Girt Max Tension 4 17.92 0 0 Max. Compression 4 -4.90 0 0 Max. Mx 1 6.59 -1 0 Max. My 3 15.54 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0

T2 63 - 57 Leg Max Tension 3 3886.53 14 17



Page

35 of 51


Project


Date

14:58:37 09/16/13


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 -4442.57 -20 -21 Max. Mx 2 2249.35 29 -3 Max. My 2 -2795.22 3 -29 Max. Vy 4 71.48 -28 2 Max. Vx 4 -71.45 -2 28 Diagonal Max Tension 3 1067.68 0 0 Max. Compression 3 -1176.52 0 0 Max. Mx 3 1063.19 1 -1 Max. My 3 -456.87 0 -2 Max. Vy 3 2.68 1 -1 Max. Vx 3 -1.54 0 0 Top Girt Max Tension 4 85.68 0 0 Max. Compression 4 -41.48 0 0 Max. Mx 1 21.05 -1 0 Max. My 3 73.05 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 350.34 0 0 Max. Compression 4 -266.76 0 0 Max. Mx 1 40.36 -1 0 Max. My 3 160.64 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T3 57 - 51 Leg Max Tension 3 13451.22 64 11 Max. Compression 3 -14416.06 -11 -56 Max. Mx 3 13451.22 -96 11 Max. My 3 -14340.54 -11 96 Max. Vy 2 328.45 73 -24 Max. Vx 2 -330.79 23 -74 Diagonal Max Tension 3 2607.06 0 0 Max. Compression 3 -2746.58 0 0 Max. Mx 3 2606.82 3 1 Max. My 3 -936.63 -1 2 Max. Vy 3 3.90 3 1 Max. Vx 3 2.10 0 0 Top Girt Max Tension 4 492.59 0 0 Max. Compression 4 -395.22 0 0 Max. Mx 1 47.90 -1 0 Max. My 3 407.62 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 922.39 0 0 Max. Compression 4 -795.69 0 0 Max. Mx 1 62.05 -1 0 Max. My 3 532.28 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T4 51 - 45 Leg Max Tension 3 32779.57 15 18 Max. Compression 3 -33241.05 -52 -45 Max. Mx 3 -869.84 78 -79 Max. My 3 -869.84 78 -79 Max. Vy 3 -79.23 -72 64 Max. Vx 3 -72.64 62 -70 Diagonal Max Tension 3 3742.76 6 2 Max. Compression 3 -3752.46 0 0 Max. Mx 3 3742.76 6 2 Max. My 3 -3160.63 -2 3 Max. Vy 3 7.94 6 2 Max. Vx 3 -3.33 0 0 Top Girt Max Tension 2 1229.95 0 0 Max. Compression 2 -1083.32 0 0



Page

36 of 51


Project


Date

14:58:37 09/16/13


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 70.48 -1 0 Max. My 3 -871.37 0 0 Max. Vy 1 3.43 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 2189.03 0 0 Max. Compression 2 -1995.01 0 0 Max. Mx 1 94.16 -1 0 Max. My 3 -1610.41 0 0 Max. Vy 1 2.72 0 0 Max. Vx 3 -0.00 0 0

T5 45 - 43.5 Leg Max Tension 3 28134.82 29 23 Max. Compression 3 -28554.92 -7 -7 Max. Mx 3 -28498.43 -52 -45 Max. My 3 -1339.32 46 -50 Max. Vy 3 64.01 -51 48 Max. Vx 3 58.91 46 -50 Diagonal Max Tension 3 7290.57 0 0 Max. Compression 3 -7400.95 -42 68 Max. Mx 3 1332.06 -43 -59 Max. My 3 -2609.03 37 -70 Max. Vy 3 -58.01 0 0 Max. Vx 3 88.67 0 0 Top Girt Max Tension 2 1853.37 0 0 Max. Compression 2 -1741.40 0 0 Max. Mx 2 1853.37 -1 0 Max. My 3 -1399.28 0 0 Max. Vy 2 3.39 0 0 Max. Vx 3 -0.51 0 0

T6 43.5 - 42 Leg Max Tension 3 27358.32 12 15 Max. Compression 3 -29411.46 -14 -14 Max. Mx 3 -1316.25 -50 48 Max. My 3 -1371.97 46 -49 Max. Vy 3 57.93 46 -49 Max. Vx 3 63.87 -50 48 Diagonal Max Tension 3 2368.45 0 0 Max. Compression 3 -2396.85 0 0 Max. Mx 3 -2136.05 -32 -37 Max. My 3 437.42 27 -39 Max. Vy 3 41.05 -32 -37 Max. Vx 3 41.54 0 0 Top Girt Max Tension 2 3747.92 0 0 Max. Compression 2 -3417.11 0 0 Max. Mx 2 3747.92 -2 0 Max. My 3 -2733.82 0 0 Max. Vy 2 6.48 0 0 Max. Vx 3 0.97 0 0

T7 42 - 37 Leg Max Tension 3 31012.96 53 34 Max. Compression 3 -33334.73 -31 -58 Max. Mx 2 18594.85 78 -22 Max. My 2 -21110.02 21 -78 Max. Vy 2 142.11 75 -19 Max. Vx 2 -142.95 21 -75 Diagonal Max Tension 3 4784.72 0 0 Max. Compression 3 -5190.38 0 0 Max. Mx 3 -853.47 16 0 Max. My 3 -3794.92 0 1 Max. Vy 3 -15.17 16 0 Max. Vx 3 -0.64 0 0 Top Girt Max Tension 2 4844.44 0 0 Max. Compression 2 -4139.69 0 0 Max. Mx 1 351.33 -4 0



Page

37 of 51


Project


Date

14:58:37 09/16/13


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 -3287.88 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 3580.74 0 0 Max. Compression 2 -3126.47 0 0 Max. Mx 1 224.34 -4 0 Max. My 3 -2499.53 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0

T8 37 - 32 Leg Max Tension 3 45188.41 21 39 Max. Compression 3 -47470.72 -69 -70 Max. Mx 3 -1966.43 -119 115 Max. My 3 -1751.42 -119 116 Max. Vy 2 396.99 77 -44 Max. Vx 3 -405.57 96 -100 Diagonal Max Tension 3 6669.08 0 0 Max. Compression 3 -7049.09 0 0 Max. Mx 3 -1485.64 18 2 Max. My 3 -6087.74 -1 3 Max. Vy 3 -16.90 18 2 Max. Vx 3 -2.07 0 0 Top Girt Max Tension 2 3987.92 0 0 Max. Compression 2 -3508.26 0 0 Max. Mx 1 234.40 -4 0 Max. My 3 -2815.43 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 2 4624.37 0 0 Max. Compression 2 -4090.59 0 0 Max. Mx 1 254.91 -4 0 Max. My 3 -3292.14 0 0 Max. Vy 1 8.59 0 0 Max. Vx 3 -0.00 0 0

T9 32 - 30 Leg Max Tension 3 51770.19 -83 1 Max. Compression 3 -54690.45 16 -3 Max. Mx 3 -54536.33 98 1 Max. My 3 -2694.91 -4 -92 Max. Vy 3 -93.82 -83 1 Max. Vx 3 111.10 -4 -92 Diagonal Max Tension 3 2973.05 0 0 Max. Compression 3 -3268.71 0 0 Max. Mx 3 -271.96 25 9 Max. My 3 -644.74 -19 14 Max. Vy 3 23.90 25 9 Max. Vx 3 -11.54 0 0 Top Girt Max Tension 2 670.92 0 0 Max. Compression 2 -640.77 0 0 Max. Mx 2 670.92 -4 0 Max. My 3 -530.95 0 0 Max. Vy 2 -8.54 0 0 Max. Vx 3 -0.85 0 0

T10 30 - 27 Leg Max Tension 3 47612.33 -34 -3 Max. Compression 3 -50800.59 101 -16 Max. Mx 3 47412.01 -119 -15 Max. My 3 -3058.48 -9 -177 Max. Vy 3 133.56 -119 -15 Max. Vx 3 130.81 -9 -177 Diagonal Max Tension 3 2915.40 0 0 Max. Compression 3 -3372.94 0 0 Max. Mx 3 -3335.76 22 -2 Max. My 3 326.50 19 10



Page

38 of 51


Project


Date

14:58:37 09/16/13


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 -20.76 22 -2 Max. Vx 3 -6.70 0 0 Top Girt Max Tension 2 2919.35 0 0 Max. Compression 2 -2556.87 0 0 Max. Mx 2 2919.35 -6 0 Max. My 3 -2047.34 0 1 Max. Vy 2 10.34 0 0 Max. Vx 3 -1.03 0 0



T13 18 - 12 Leg Max Tension 3 40535.86 -185 -28 Max. Compression 3 -44655.97 85 -2 Max. Mx 3 40126.40 -214 -2 Max. My 3 -4089.75 -16 -272 Max. Vy 3 187.50 -214 -2 Max. Vx 3 -219.42 -16 -272 Diagonal Max Tension 2 3232.20 0 0 Max. Compression 2 -4259.30 0 0 Max. Mx 2 4.30 -27 0 Max. My 4 3090.24 0 6 Max. Vy 2 16.08 0 0 Max. Vx 4 -3.69 0 0 Horizontal Max Tension 4 262.01 8 20 Max. Compression 4 -414.77 8 20 Max. Mx 4 -120.08 8 56 Max. My 2 -68.06 8 57 Max. Vy 4 16.09 8 56



Page

39 of 51


Project


Date

14:58:37 09/16/13


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 25.32 0 0 T14 12 - 6 Leg Max Tension 3 30301.72 -214 -2

Max. Compression 3 -43021.85 147 -31 Max. Mx 3 29979.35 -390 -32 Max. My 3 -8078.65 -123 -349 Max. Vy 3 276.10 -390 -32 Max. Vx 3 241.80 -123 -349 Diagonal Max Tension 3 9207.13 0 0 Max. Compression 2 -7523.12 0 0 Max. Mx 2 -7144.92 -53 0 Max. My 4 3413.27 0 36 Max. Vy 2 30.79 0 0 Max. Vx 4 -20.67 0 0 Top Girt Max Tension 4 1217.82 0 0 Max. Compression 4 -4599.33 0 0 Max. Mx 1 -1140.13 -62 0 Max. My 1 -1140.13 0 18 Max. Vy 1 41.73 0 0 Max. Vx 1 -12.17 0 0


Maximum Reactions


Load

Comb.

Vertical

kg

Horizontal, X

kg

Horizontal, Z

kg



Leg B Max. Vert 3 37784.74 -9902.43 9978.60 Max. Hx 1 6227.07 -1568.44 1573.72



Page

40 of 51


Project


Date

14:58:37 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.


Load

Comb.

Vertical

kg

Horizontal, X

kg

Horizontal, Z

kg

Max. Hz 3 37784.74 -9902.43 9978.60 Min. Vert 1 6227.07 -1568.44 1573.72 Min. Hx 3 37784.74 -9902.43 9978.60 Min. Hz 1 6227.07 -1568.44 1573.72



Load


kg

Shearx

kg

Shearz

kg

Overturning

Moment, Mx kg-m

Overturning

Moment, Mz kg-m

Torque


Solution Summary

Load

Comb.


% Error PX

kg

PY

kg

PZ

kg

PX

kg

PY

kg

PZ

kg

1 -0.00 -25091.60 0.00 -0.00 25091.61 0.02 0.000% 2 53.68 -25091.60 -15256.64 -53.68 25091.57 15256.36 0.001% 3 12235.33 -25091.60 -12235.33 -12235.12 25091.60 12235.13 0.001% 4 15256.64 -25091.60 -53.68 -15256.36 25091.57 53.68 0.001% 5 13.42 -25091.60 -3814.16 -13.42 25091.60 3814.03 0.001% 6 3058.83 -25091.60 -3058.83 -3058.72 25091.60 3058.72 0.001% 7 3814.16 -25091.60 -13.42 -3814.03 25091.60 13.42 0.001%


Load

Combination

Converged? Number

of Cycles

Displacement

Tolerance

Force

Tolerance




Page

41 of 51


Project


Date

14:58:37 09/16/13


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 65 - 63 117.80 6 0.2564 0.0232 T2 63 - 57 108.82 6 0.2561 0.0235 T3 57 - 51 82.06 6 0.2475 0.0248 T4 51 - 45 56.63 6 0.2221 0.0221 T5 45 - 43.5 35.58 6 0.1583 0.0109 T6 43.5 - 42 31.75 6 0.1417 0.0105 T7 42 - 37 28.24 6 0.1300 0.0103 T8 37 - 32 17.84 6 0.0981 0.0091 T9 32 - 30 10.31 6 0.0614 0.0065

T10 30 - 27 8.41 6 0.0523 0.0058 T11 27 - 23 6.03 6 0.0426 0.0051 T12 23 - 18 4.12 6 0.0303 0.0028 T13 18 - 12 1.60 6 0.0226 0.0014 T14 12 - 6 0.09 6 0.0141 0.0002 T15 6 - 0 0.36 6 0.0066 0.0001


Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m

99.0000 CxMANTENIMIENTO 6 117.80 0.2564 0.0232 Inf 65.0000 AT15-250 6 117.80 0.2564 0.0232 Inf 64.0000 AT15-250 6 113.31 0.2563 0.0234 Inf 63.5000 ANT OMNI L=3m 6 111.07 0.2562 0.0234 Inf 58.5000 2 ANT TV 0.30x1.20m 6 88.69 0.2506 0.0245 40926 57.5000 2 ANT TV 0.30x1.20m 6 84.26 0.2486 0.0247 32461 56.5000 1 ANT TV 0.30x1.20m 6 79.87 0.2464 0.0249 25907 52.5000 HP8-102 6 62.76 0.2319 0.0240 13116 41.5000 2 ANT TV 0.30x1.20m 6 27.11 0.1267 0.0102 13769 40.5000 2 ANT TV 0.30x1.20m 6 24.90 0.1205 0.0101 12802 39.5000 1 ANT TV 0.30x1.20m 6 22.77 0.1144 0.0099 11561 38.5000 KP8F-13 6 20.72 0.1082 0.0096 10539 34.5000 HP8-102 6 13.60 0.0787 0.0078 6568


Section

No.

Elevation

m

Horz.

Deflection

mm

Gov.

Load

Comb.

Tilt

°

Twist

°

T1 65 - 63 471.83 3 1.0243 0.0930 T2 63 - 57 435.99 3 1.0233 0.0941 T3 57 - 51 328.95 3 0.9909 0.0994 T4 51 - 45 227.06 3 0.8904 0.0886 T5 45 - 43.5 142.65 3 0.6348 0.0436 T6 43.5 - 42 127.32 3 0.5678 0.0419 T7 42 - 37 113.25 3 0.5210 0.0412



Page

42 of 51


Project


Date

14:58:37 09/16/13


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

°

T8 37 - 32 71.54 3 0.3933 0.0363 T9 32 - 30 41.36 3 0.2462 0.0261

T10 30 - 27 33.73 3 0.2099 0.0234 T11 27 - 23 24.19 3 0.1709 0.0203 T12 23 - 18 16.52 3 0.1216 0.0113 T13 18 - 12 6.42 3 0.0910 0.0054 T14 12 - 6 0.34 3 0.0565 0.0010 T15 6 - 0 1.46 3 0.0266 0.0006


Elevation

m

Appurtenance Gov.

Load

Comb.

Deflection

mm

Tilt

°

Twist

°

Radius of

Curvature

m

99.0000 CxMANTENIMIENTO 3 471.83 1.0243 0.0930 99704 65.0000 AT15-250 3 471.83 1.0243 0.0930 99704 64.0000 AT15-250 3 453.91 1.0242 0.0935 99704 63.5000 ANT OMNI L=3m 3 444.95 1.0239 0.0938 99704 58.5000 2 ANT TV 0.30x1.20m 3 355.48 1.0028 0.0981 10771 57.5000 2 ANT TV 0.30x1.20m 3 337.76 0.9951 0.0990 8458 56.5000 1 ANT TV 0.30x1.20m 3 320.17 0.9864 0.0997 6692 52.5000 HP8-102 3 251.65 0.9293 0.0959 3327 41.5000 2 ANT TV 0.30x1.20m 3 108.72 0.5078 0.0409 3443 40.5000 2 ANT TV 0.30x1.20m 3 99.86 0.4828 0.0403 3202 39.5000 1 ANT TV 0.30x1.20m 3 91.32 0.4584 0.0395 2892 38.5000 KP8F-13 3 83.12 0.4336 0.0385 2637 34.5000 HP8-102 3 54.54 0.3159 0.0312 1639

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 65 Leg A394T0 19 4 213.42 9950.69 0.021

1.333 Bearing

Diagonal A394T0 16 2 129.23 3699.61 0.035


Top Girt A394T0 16 2 8.96 3699.61 0.002


T2 63 Leg A394T0 19 8 312.10 9950.69 0.031

1.333 Bearing

Diagonal A394T0 16 2 588.26 3699.61 0.159


Top Girt A394T0 16 2 42.84 3699.61 0.012


Mid Girt A394T0 16 2 175.17 2922.37 0.060

1.333 Bolt Shear

T3 57 Leg A394T0 19 8 1798.68 9979.03 0.180

1.333 Bolt SS

Diagonal A394T0 16 2 1373.29 3699.61 0.371


Top Girt A394T0 16 2 246.29 3699.61 0.067


Mid Girt A394T0 16 2 461.19 2922.37 0.158

1.333 Bolt Shear

T4 51 Leg A394T0 19 8 4873.40 9979.03 0.488

1.333 Bolt SS



Page

43 of 51


Project


Date

14:58:37 09/16/13


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 2 1876.23 3699.61 0.507


Top Girt A394T0 16 2 614.98 3699.61 0.166


Mid Girt A394T0 16 2 1094.51 2922.37 0.375

1.333 Bolt Shear

T5 45 Leg A394T0 19 8 7138.73 9979.03 0.715

1.333 Bolt SS

Diagonal A394T0 16 3 2466.98 9865.64 0.250


Top Girt A394T0 16 2 926.68 3699.61 0.250


T6 43.5 Leg A394T0 19 8 7352.87 9979.03 0.737

1.333 Bolt SS

Diagonal A394T0 16 3 798.95 9865.64 0.081


Top Girt A394T0 16 2 1873.96 4932.82 0.380


T7 42 Leg A394T0 19 8 7005.74 9979.03 0.702

1.333 Bolt SS

Diagonal A394T0 16 3 1730.13 4932.82 0.351


Top Girt A394T0 16 2 2422.22 4932.82 0.491


Mid Girt A394T0 16 2 1790.37 2922.37 0.613

1.333 Bolt Shear

T8 37 Leg A394T0 19 16 5141.74 9979.03 0.515

1.333 Bolt SS

Diagonal A394T0 16 3 2349.70 4932.82 0.476


Top Girt A394T0 16 2 1993.96 4932.82 0.404


Mid Girt A394T0 16 2 2312.18 2922.37 0.791

1.333 Bolt Shear

T9 32 Leg A394T0 19 16 6836.32 9979.03 0.685

1.333 Bolt SS

Diagonal A394T0 16 2 1634.35 4932.82 0.331


Top Girt A394T0 16 2 335.46 4932.82 0.068


T10 30 Leg A394T0 19 16 6350.07 9979.03 0.636

1.333 Bolt SS

Diagonal A394T0 16 2 1686.47 4932.82 0.342


Top Girt A394T0 16 2 1459.67 4932.82 0.296


T11 27 Leg A394T0 19 16 6567.75 9979.03 0.658

1.333 Bolt SS

Diagonal A394T0 16 2 862.36 4932.82 0.175


Top Girt A394T0 16 2 855.63 4932.82 0.173


T12 23 Leg A394T0 19 16 5525.98 9979.03 0.554

1.333 Bolt SS

Diagonal A394T0 16 2 2029.48 4932.82 0.411


Top Girt A394T0 16 2 813.11 4932.82 0.165


T13 18 Leg A394T0 19 16 5582.00 9979.03 0.559

1.333 Bolt SS

Diagonal A394T0 16 2 2129.65 4932.82 0.432


Horizontal A394T0 16 2 207.39 4932.82 0.042


T14 12 Leg A394T0 19 16 5377.75 9979.03 0.539

1.333 Bolt SS

Diagonal A394T0 16 4 2301.78 7399.23 0.311


Top Girt A394T0 16 2 2299.67 4932.82 0.466


T15 6 Leg A394T0 19 16 5455.58 9979.03 0.547

1.333 Bolt SS

Diagonal A394T0 16 3 2200.77 7399.23 0.297


Horizontal A394T0 16 3 229.40 4932.82 0.047




Page

44 of 51


Project


Date

14:58:37 09/16/13


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 65 - 63 L102x102x10 2.0000 2.0000 50.0 K=0.50

167932 1845 -426.84 31597.12 0.014

T2 63 - 57 L102x102x10 6.0000 2.0000 50.0

K=0.50 167932 1845 -4442.57 31597.12 0.141

T3 57 - 51 L102x102x13 6.0000 2.0000 50.3

K=0.50 167520 2419 -14416.08 41328.04 0.349

T4 51 - 45 L102x102x13 6.0000 1.5000 37.8

K=0.50 180245 2419 -33241.03 44467.58 0.748

T5 45 - 43.5 L102x102x13 1.5334 1.5334 38.6

K=0.50 179450 2419 -28554.92 44271.26 0.645

T6 43.5 - 42 L102x102x13 1.5334 1.5334 38.6

K=0.50 179450 2419 -29411.48 44271.26 0.664

T7 42 - 37 L102x102x13 5.0000 2.5000 62.9

K=0.50 153138 2419 -33334.74 37779.95 0.882

T8 37 - 32 L127x127x13 5.0000 2.5000 50.1

K=0.50 167823 3065 -47470.72 52443.46 0.905

T9 32 - 30 2L127x127x13 2.0199 2.0199 40.4

K=0.50 177670 6129 -54690.55 111041.71 0.493

T10 30 - 27 2L127x127x13 3.0298 3.0298 60.7

K=0.50 155837 6129 -50800.55 97395.83 0.522

T11 27 - 23 2L127x127x13 4.0398 4.0398 53.4

K=0.33 164186 6129 -52542.34 102614.42 0.512

T12 23 - 18 2L127x127x13 5.0497 5.0497 66.7

K=0.33 148470 6129 -44207.90 92791.87 0.476

T13 18 - 12 2L127x127x13 6.0597 6.0597 80.1

K=0.33 130963 6129 -44655.95 81850.31 0.546

T14 12 - 6 2L127x127x13 6.4904 6.4904 85.8

K=0.33 122945 6129 -43021.84 76839.02 0.560

T15 6 - 0 2L127x127x13 6.4904 6.4904 85.8

K=0.33 122945 6129 -43644.62 76839.02 0.568


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 65 - 63 L51x51x5 2.2361 1.0044 64.1 K=1.00

117418 461 -258.46 5523.17 0.047

T2 63 - 57 L51x51x5 2.2361 1.0044 64.1

K=1.00 117418 461 -1176.52 5523.17 0.213

T3 57 - 51 L51x51x5 2.2361 1.0044 64.1 117418 461 -2746.58 5523.17 0.497



Page

45 of 51


Project


Date

14:58:37 09/16/13


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

T4 51 - 45 L51x51x5 1.8028 0.8098 80.9 K=1.00

105164 461 -3752.46 4946.74 0.759

T5 45 - 43.5 2L76x76x6 1.9497 1.0744 45.5

K=1.00 129208 1858 -7400.95 24481.11 0.302

T6 43.5 - 42 2L76x76x6 2.2597 1.2137 51.4

K=1.00 125680 1858 -2396.85 23812.52 0.101

T7 42 - 37 L76x76x6 3.1401 1.4861 62.9

K=1.00 118223 929 -5190.37 11199.83 0.463

T8 37 - 32 L76x76x6 3.1401 1.4651 62.0

K=1.00 118824 929 -7049.10 11256.71 0.626

T9 32 - 30 L102x102x6 2.9069 1.5044 47.4

K=1.00 124219 1252 -3268.71 15853.87 0.206

T10 30 - 27 L102x102x6 3.9812 2.1237 66.9

K=1.00 112344 1252 -3372.94 14338.29 0.235

T11 27 - 23 L76x76x6 4.4252 4.2768 181.0

K=1.00 31411 929 -1724.72 2975.67 0.580

T12 23 - 18 L76x76x6 5.3547 5.1772 113.6

K=0.33 77075 929 -4058.96 7301.66 0.556

T13 18 - 12 L76x76x6 6.7129 6.5713 144.2

K=0.33 49506 929 -4259.30 4689.92 0.908

T14 12 - 6 L102x102x10 6.9112 6.7833 111.8

K=0.33 78757 1845 -7523.10 14818.50 0.508

T15 6 - 0 L102x102x10 8.9814 8.8960 146.7

K=0.33 47860 1845 -4329.89 9004.99 0.481


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 18 - 12 L76x76x6 4.7000 4.5730 193.6 K=1.00

27473 929 -414.77 2602.62 0.159

T15 6 - 0 L102x102x6 9.4000 4.6365 114.8

K=0.50 75176 1252 -688.19 9594.62 0.072


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 65 - 63 L64x64x5 1.0000 0.8984 71.5 K=1.00

112238 582 -4.90 6660.33 0.001

T2 63 - 57 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -41.48 6660.33 0.006

T3 57 - 51 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -395.22 6660.33 0.059



Page

46 of 51


Project


Date

14:58:37 09/16/13


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

T4 51 - 45 L64x64x5 1.0000 0.8984 71.5 K=1.00

112238 582 -1083.32 6660.33 0.163

T5 45 - 43.5 L64x64x5 1.0000 0.8984 71.5

K=1.00 112238 582 -1741.41 6660.33 0.261

T6 43.5 - 42 L64x64x6 1.4500 1.3484 108.1

K=1.00 82211 768 -3417.11 6436.11 0.531

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1

K=1.00 96229 768 -4139.69 7533.54 0.550

T8 37 - 32 L64x64x6 1.9000 1.7984 92.1

K=1.00 96229 768 -3508.26 7533.54 0.466

T9 32 - 30 L64x64x6 1.9000 1.7730 90.8

K=1.00 97304 768 -640.77 7617.72 0.084

T10 30 - 27 L64x64x6 2.3000 2.1730 111.3

K=1.00 79310 768 -2556.87 6208.96 0.412

T11 27 - 23 L64x64x6 2.9000 2.7730 71.0

K=0.50 112578 768 -1479.83 8813.48 0.168

T12 23 - 18 L76x76x6 3.7000 3.5730 237.6

K=1.00 18235 929 -1347.85 1727.53 0.780

KL/R > 200 (C) - 289

T14 12 - 6 L102x102x6 5.9000 5.7730 90.9 K=0.50

95127 1252 -4599.34 12140.99 0.379


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 63 - 57 L51x51x5 1.0000 0.8984 89.8 K=1.00

98125 461 -266.76 4615.62 0.058

T3 57 - 51 L51x51x5 1.0000 0.8984 89.8

K=1.00 98125 461 -795.69 4615.62 0.172

T4 51 - 45 L51x51x5 1.0000 0.8984 89.8

K=1.00 98125 461 -1995.01 4615.62 0.432

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1

K=1.00 96229 768 -3126.47 7533.54 0.415

T8 37 - 32 L64x64x6 1.9000 1.7730 90.8

K=1.00 97304 768 -4090.59 7617.72 0.537



Page

47 of 51


Project


Date

14:58:37 09/16/13


Phone: 57 (1) 2269999.

FAX: 57 (1) 2269999.

Client


Ing. C. Londoño M.

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 65 - 63 L102x102x10 2.0000 2.0000 64.0 224080 1422 252.92 32487.16 0.008

T2 63 - 57 L102x102x10 6.0000 2.0000 64.0 224080 1422 3886.53 32487.16 0.120

T3 57 - 51 L102x102x13 6.0000 2.0000 64.5 224080 1855 13451.20 42382.55 0.317

T4 51 - 45 L102x102x13 6.0000 1.5000 48.4 224080 1855 32779.59 42382.55 0.773

T5 45 - 43.5 L102x102x13 1.5334 1.5334 49.5 224080 1855 28134.85 42382.55 0.664

T6 43.5 - 42 L102x102x13 1.5334 1.5334 49.5 224080 1855 27358.34 42382.55 0.646

T7 42 - 37 L102x102x13 5.0000 2.5000 80.7 224080 1855 31018.70 42382.55 0.732

T8 37 - 32 L127x127x13 5.0000 2.5000 63.9 224080 2500 45160.98 57124.53 0.791

T9 32 - 30 2L127x127x13 2.0199 2.0199 80.9 206843 6129 51770.33 129273.86 0.400

T10 30 - 27 2L127x127x13 3.0298 3.0298 121.3 206843 6129 47612.24 129273.86 0.368

T11 27 - 23 2L127x127x13 4.0398 4.0398 161.8 206843 6129 48215.52 129273.86 0.373

T12 23 - 18 2L127x127x13 5.0497 5.0497 202.2 206843 6129 40952.46 129273.86 0.317

T13 18 - 12 2L127x127x13 6.0597 6.0597 242.7 206843 6129 40535.84 129273.86 0.314

T14 12 - 6 2L127x127x13 6.4904 6.4904 259.9 206843 6129 30301.70 129273.86 0.234

T15 6 - 0 2L127x127x13 6.4904 6.4904 259.9 206843 6129 29644.90 129273.86 0.229


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 65 - 63 L51x51x5 2.2361 1.0044 64.1 148927 461 223.02 7005.28 0.032

T2 63 - 57 L51x51x5 2.2361 1.0044 64.1 148927 461 1067.68 7005.28 0.152

T3 57 - 51 L51x51x5 2.2361 1.0044 64.1 148927 461 2607.06 7005.28 0.372



Page

48 of 51


Project


Date

14:58:37 09/16/13


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

T4 51 - 45 L51x51x5 1.8028 0.8098 51.7 148927 461 3742.76 7005.28 0.534

T5 45 - 43.5 2L76x76x6 1.9497 1.0744 45.5 148927 1858 7290.55 28217.08 0.258

T6 43.5 - 42 2L76x76x6 2.2597 1.2137 51.4 148927 1858 2368.45 28217.08 0.084

T7 42 - 37 L76x76x6 3.1401 1.4861 62.9 148927 929 4784.72 14108.54 0.339

T8 37 - 32 L76x76x6 3.1401 1.4651 62.0 148927 929 6669.08 14108.54 0.473

T9 32 - 30 L102x102x6 2.9069 1.5044 47.4 148927 1252 2973.04 19007.34 0.156

T10 30 - 27 L102x102x6 3.9812 2.1237 66.9 148927 1252 2915.40 19007.34 0.153

T11 27 - 23 L76x76x6 4.4252 4.2768 181.0 148927 929 1654.12 14108.54 0.117

T12 23 - 18 L76x76x6 5.3547 5.1772 219.2 148927 929 3250.73 14108.54 0.230

T13 18 - 12 L76x76x6 6.7129 6.5713 278.2 148927 929 3232.20 14108.54 0.229

T14 12 - 6 L102x102x10 6.9112 6.7833 217.1 148927 1845 9207.16 28021.13 0.329

T15 6 - 0 L102x102x10 8.9814 8.8960 284.7 148927 1845 6602.31 28021.13 0.236


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 18 - 12 L76x76x6 4.7000 4.5730 193.6 148927 929 262.01 14108.54 0.019

T15 6 - 0 L102x102x6 9.4000 4.6365 292.1 148927 1252 171.38 19007.34 0.009


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 65 - 63 L64x64x5 1.0000 0.8984 45.5 148927 582 17.92 8837.43 0.002



Page

49 of 51


Project


Date

14:58:37 09/16/13


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 63 - 57 L64x64x5 1.0000 0.8984 45.5 148927 582 85.68 8837.43 0.010

T3 57 - 51 L64x64x5 1.0000 0.8984 45.5 148927 582 492.59 8837.43 0.056

T4 51 - 45 L64x64x5 1.0000 0.8984 45.5 148927 582 1229.95 8837.43 0.139

T5 45 - 43.5 L64x64x5 1.0000 0.8984 45.5 148927 582 1853.37 8837.43 0.210

T6 43.5 - 42 L64x64x6 1.4500 1.3484 69.0 148927 768 3747.92 11659.14 0.321

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1 148927 768 4844.46 11659.14 0.416

T8 37 - 32 L64x64x6 1.9000 1.7984 92.1 148927 768 3987.92 11659.14 0.342

T9 32 - 30 L64x64x6 1.9000 1.7730 90.8 148927 768 670.92 11659.14 0.058

T10 30 - 27 L64x64x6 2.3000 2.1730 111.3 148927 768 2919.35 11659.14 0.250

T11 27 - 23 L64x64x6 2.9000 2.7730 142.0 148927 768 1711.26 11659.14 0.147

T12 23 - 18 L76x76x6 3.7000 3.5730 151.3 148927 929 1626.21 14108.54 0.115

T14 12 - 6 L102x102x6 5.9000 5.7730 181.8 148927 1252 1217.81 19007.34 0.064


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 63 - 57 L51x51x5 1.0000 0.8984 57.3 199948 278 350.34 5666.60 0.062

T3 57 - 51 L51x51x5 1.0000 0.8984 57.3 199948 278 922.39 5666.60 0.163

T4 51 - 45 L51x51x5 1.0000 0.8984 57.3 199948 278 2189.02 5666.60 0.386

T7 42 - 37 L64x64x6 1.9000 1.7984 92.1 199948 485 3580.74 9890.31 0.362

T8 37 - 32 L64x64x6 1.9000 1.7730 90.8 199948 485 4624.38 9890.31 0.468



Page

50 of 51


Project


Date

14:58:37 09/16/13


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 65 - 63 Leg L102x102x10 3 -426.84 42118.96 1.0 1.6 (b)

Pass


0.2 (b) Pass


0.9 (b) Pass



5.0 (b) Pass



12.5 (b) Pass


53.7 (b) Pass


T6 43.5 - 42 Leg L102x102x13 167 -29411.48 59013.59 49.8 55.3 (b)

Pass



46.0 (b) Pass


59.4 (b) Pass

T9 32 - 30 Leg 2L127x127x13 239 -54690.55 148018.60 36.9 51.4 (b)

Pass

Diagonal L102x102x6 247 -3268.71 21133.21 15.5 24.9 (b)

Pass


47.7 (b) Pass

Diagonal L102x102x6 263 -3372.94 19112.93 17.6 25.6 (b)

Pass


49.4 (b) Pass


13.0 (b) Pass

T12 23 - 18 Leg 2L127x127x13 287 -44207.90 123691.56 35.7 41.5 (b)

Pass

Diagonal L76x76x6 301 -4058.96 9733.11 41.7 Pass Top Girt L76x76x6 289 -1347.85 2302.79 58.5 Pass



Page

51 of 51


Project


Date

14:58:37 09/16/13


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

T13 18 - 12 Leg 2L127x127x13 307 -44655.95 109106.46 40.9 42.0 (b)

Pass

Diagonal L76x76x6 313 -4259.30 6251.66 68.1 Pass Horizontal L76x76x6 293 -414.77 3469.29 12.0 Pass

T14 12 - 6 Leg 2L127x127x13 319 -43021.84 102426.41 42.0 Pass Diagonal L102x102x10 330 -7523.10 19753.06 38.1 Pass Top Girt L102x102x6 322 -4599.34 16183.94 28.4

35.0 (b) Pass


(T13) 68.1 Pass

Horizontal (T13)

12.0 Pass

Top Girt (T12)

58.5 Pass

Mid Girt (T8)

59.4 Pass

Bolt Checks 59.4 Pass RATING = 68.1 Pass

Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=65m C. NUEVA+REF EB. SIMON BOLIVAR.eri

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.






Dwg No. E-5


0

0

50

50

100

100

150

150

Deflection (mm)

65.0000

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

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)

65.0000

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.






Dwg No. E-7



Face A

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

Ele

va

tio

n (

m)

Face B

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

64.0000

Face C

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

64.0000

Face D

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

58.5000

57.5000

56.5000

41.5000

40.5000

39.5000

52.5000

38.5000

34.5000

64.0000

(4)

1/2

(8 A

NT

TV

E)

(4)

1/2

(8 A

NT

TV

E)

(4)

1/2

(4 A

NT

TV

E)

(2)

1/2

(2 A

NT

TV

E)

(2)

1/2

(2 A

NT

TV

E)

1/2

(1 A

NT

TV

E)

7/8

(1 A

NT

MW

E)

7/8

(1 A

NT

GR

IP E

)

7/8

(1 A

NT

MW

E)

(2)

1 (

2 A

T15-2

50 N

)

(2)

1 (

2 A

T15-2

50 N

)

1 (

1 A

T15-2

50 N

)

I. P. DOLMEN S.A.

Calle 101 No. 70 G - 25.


FAX: 57 (1) 2269999.






Dwg No. E-8


0.0000 - 65.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress


63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000

Ele

va

tio

n (

m)

63.0000

57.0000

51.0000

45.0000

43.5000

42.0000

37.0000

32.0000

30.0000

27.0000

23.0000

18.0000

12.0000

6.0000

0.0000

65.0000


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


CHEQUEO DE CIMENTACION

PLACA BASE Y PERNOS DE ANCLAJE.

EB. SIMON BOLIVAR.

I. P. DOLOMEN S.A. TORRE H=65 m

EB. SIMON BOLIVAR.

7. DISEÑO DE CIMENTACION TIPO PLACA PARA TORRESOBRA: TORRE TELECOMUNICACIONES H=65.0 m - EB. SIMON BOLIVAR.

7.1. REACCIONES EN LA BASE DE LA TORRE (Obtenidas del análisis de la torre)

Separación entre patas L= 12,900 m

Reacciones máximas en apoyos

Hipótesis 1 Hipótesis 2 Hipótesis 3

(Ton) (Ton) (Ton)

Apoyo 1 Rx= -6,008 -7,608 -2,287

Apoyo 1 Ry= 2,253 7,543 5,977

Apoyo 1 Rz= -13,526 -26,137 -13,527

Apoyo 2 Rx= 6,054 1,336 -5,492

Apoyo 2 Ry= 2,114 -3,870 -7,991

Apoyo 2 Rz= -13,333 6,750 25,946

Apoyo 3 Rx= -8,125 -9,902 -5,397

Apoyo 3 Ry= 5,441 9,979 8,166

Apoyo 3 Rz= 26,062 37,785 26,060

Apoyo 4 Rx= 8,025 3,939 -2,080

Apoyo 4 Ry= 5,448 -1,416 -6,099

Apoyo 4 Rz= 25,888 6,693 -13,387

Fuerza máxima de arrancamiento

Apoyo 3 Rz= -26,137 Ton (tensión) RFYT= 26,137 Ton

Fuerza máxima de compresión

Apoyo 1 Rz= 37,785 Ton (compresión) RFYC= 37,785 Ton

Fuerza máxima horizontal X

Apoyo 3 Rx= -9,902 Ton RFX= 9,902 Ton

Fuerza máxima horizontal Y

Apoyo 1 Ry= -7,991 Ton RFZ= 7,991 Ton

Dadas las dimensiones de la cimentación y la separación entre patas, se propone una solución de placa

y pedestales amarrados en las cuatro patas de la torre. Debe encontrarse entonces la resultante de acciones

de las patas combinadas en un punto único

Resultante general de fuerzas aplicables en un punto, por hipótesis

Hipótesis 1: ΣFx (Ton)= -0,05 ΣFy (Ton)= 15,26 ΣFz (Ton)= 25,09

Hipótesis 2: ΣFx (Ton)= -12,24 ΣFy (Ton)= 12,24 ΣFz (Ton)= 25,09

Excentricidades respecto a los ejes centrales de la cimentación

Hipótesis 1: ex(m)= 0,09 ey(m)= 20,26

Hipótesis 2: ex(m)= 16,45 ey(m)= 16,42

Las excentricidades se convierten en momentos en ambos sentidos, para diseño de la fundación

Fx Fy Fz Mx My

Hipótesis 1: -0,05 15,26 25,09 2,37 508,32

Hipótesis 2: -12,24 12,24 25,09 412,66 411,93

Con estos valores máximos se diseña la losa de cimentación

L

y

xz

4 3

1 2

clm/rcg 7.1 Rev.Cim-TC65m EB. SIMON BOLIVAR-Cap. 7


EB. SIMON BOLIVAR.

7.2. PREDIMENSIONAMIENTO GENERAL DE LA PLACAConcreto f'c= 210 kg/cm2

PLANTA Refuerzo fy= 4200 kg/cm2 principal

fye= 2400 kg/cm2 flejes

Sean dimensiones iniciales zapata:

Bz=Lz= 15,50 m

Area Total Placa At=Bz*Lz= 240,25 m2

Sean dimensiones iniciales pedestales:

b=h= 0,800 m

Espacio entre pedestal=d=e= 12,10 m

Entonces, por geometría:

a=c= 0,900 m

ELEVACION

Sea espesor placa t=: 0,60 m

hr= 1,35 m

hp=hr+0.20= 1,55 m

Angulo β= 10 grados

Peso específico relleno γt= 1,70 Ton/m3

7.3. ESTABILIDAD GENERAL7.3.1 Estabilidad al Volcamiento

Peso del cimiento en concreto: Zapata: 345,96 Ton

Pedestales: 9,52 Ton

Total: 355,48 Ton

Relleno sobre zapata: Btop= Bz+2hr*tanβ= 15,98 m

Vt= hr/3[Btop2+Bz

2+ (Btop

2Bz

2)1/2

] - (4*b*h*hr)= 330,95 m3

Peso de relleno sobre zapata Wtierra=Vt*γt= 562,61 Ton

Para que la seguridad al vuelco sea confiable

FSV= Σ MR / Σ MV >= 1,50

Se analiza la seguridad al vuelco para la combinación 1: (Momento predominante en un sentido)

Suponiendo en primera instancia que la estabilidad se proporciona por peso

Acciones que ocasionan vuelco

Rx= -0,05 Ton MRx= 0,08 Ton-m

Brazo a O = 1,55 m

Momento en la base de la torre My= 508,32 Ton-m

Σ MV= 508,40 Ton-m

Acciones estabilizantes

Axial Torre: 25,09 Ton

Zapata y relleno: 918,09 Ton Brazo a O = 7,75 m

Σ MR= 7309,66 Ton-m

FSV= 14,38 BIEN

LAS DIMENSIONES Y PROFUNDIDAD DE CIMENTACION SON ADECUADAS POR

ESTE EFECTO

B

hr

t

βhp

Lz

a

b

b

a

L

L

Bz

h hc c

d

e



EB. SIMON BOLIVAR.

Se analiza la seguridad al vuelco para la combinación 2: (Momento en ambos sentidos)

Suponiendo en primera instancia que la estabilidad se proporciona por peso

Acciones que ocasionan vuelco

Rx= -12,24 Ton MRx= 18,96 Ton-m

Ry= 12,24 Ton MRy= 18,97 Ton-m

Brazo a O = 1,55 m

Momento en la base de la torre Mx= 412,66 Ton-m

My= 411,93 Ton-m

Σ MVx= 431,63 Ton-m

Σ MVy= 430,90 Ton-m MVres= 609,9 Ton-m

Acciones estabilizantes

Axial Torre: 25,09 Ton

Zapata y relleno: 918,09 Ton Brazo a O = 10,96 m

Σ MR= 10337,32 Ton-m

FSV= 16,95 BIEN

LAS DIMENSIONES Y PROFUNDIDAD DE CIMENTACION SON ADECUADAS PORLAS DIMENSIONES Y PROFUNDIDAD DE CIMENTACION SON ADECUADAS POR ESTE EFECTO

7.3.2 Estabilidad al deslizamiento

La seguridad al deslizamiento se evalua con base en la fricción suelo-losa

FSD= Σ FV * µ / Σ FH >= 2.0 φ = 28 grados

µ = tan 2/3 φ = 0,34

Σ FV = Resultante de fuerzas verticales, incluyendo el peso de la cimentación y rellenos

Σ FH = Resultante de fuerzas horizontales

Se analiza la seguridad al deslizamiento para la combinación 1

Fuerzas verticales Fuerzas horizontales

Σ Fz= 25,09 Ton Σ Fx= -0,05 Ton

Zapata y relleno: 918,09 Ton Σ Fy= 15,26 Ton

Σ FV= 943,18 Ton Σ FH= 15,26 Ton (Resultante)

FSD= 20,89 BIEN

Se analiza la seguridad al deslizamiento para la combinación 2

Fuerzas verticales Fuerzas horizontales

Σ Fz= 25,09 Ton Σ Fx= -12,24 Ton

Zapata y relleno: 918,09 Ton Σ Fy= 12,24 Ton

Σ FV= 943,18 Ton Σ FH= 17,30 Ton (Resultante)

FSD= 18,41 BIEN

LAS DIMENSIONES Y PROFUNDIDAD DE CIMENTACION SON ADECUADAS POR

ESTE EFECTO

7.4. ESFUERZOS SOBRE EL TERRENOLa resultante de esfuerzos en el terreno para cualquier hipótesis, incluyendo los efectos de vuelco en

ambos ejes principales, no debe exceder la capacidad portante del terreno adoptada

Capacidad Portante del Terreno: 15,00 Ton/m2

Peso específico del suelo 1,70 Ton/m3

Se considera además la capacidad portante disponible por alivio de excavación, al nivel

de fundación Con Exc= 1,95 m, capacidad adicional= 3,3 Ton/m2

Capacidad de fundación disponible: 18,32 Ton/m2

Para evaluar el máximo esfuerzo, se usa la fórmula general:

Caso 1 P= Σ Fz + Losa y relleno = 943,18 Ton A= 240,25 m2

Σ My= 508,32 Ton-m Σ Mx= 2,37 Ton-m

x = Bz/2 = 7,75 m Iy= Lp Bp3/12= 4810,01 m4

y = Lz/2 = 7,75 m Ix= Bp Lp3/12= 4810,01 m4

Ix

yM

Iy

xM

A

P xy±±=ο



EB. SIMON BOLIVAR.

σ 1= 4,75 Ton/m2 BIEN

Caso 2 P= Σ Fz + Losa y relleno = 943,18 Ton A= 240,25 m2

Σ My= 411,93 Ton-m Σ Mx= 412,66 Ton-m

x = Bz/2 = 7,75 m Iy= Lp Bp3/12= 4810,01 m4

z = Lz/2 = 7,75 m Ix= Bp Lp3/12= 4810,01 m4

σ 1= 5,25 Ton/m2 BIEN

EL AREA DE CIMENTACION ES ADECUADA POR CAPACIDAD PORTANTE

7.5.3 Viga Amarre

Tensión/Compresión de diseño 0.35Aa*Pzmax

Con Aa= 0,15 T=C= 1,98 Ton

Sea sección viga amarre B= 0,60

H= 1,35

Con ρmin= 0,0033 As arriba/abajo= 25,74 cm2

Sean 2 # 5 arriba/abajo Ast= 3,96 cm2

Tracción disponible= 14,9688 Ton, bien Compresión disponible mucho mayor

Flejes: separación d/4 en 2d en cada extremo, resulta conveniente usar d/4 en toda la longitud.

Usar flejes # 3 a 0.075 en toda la longitud

En resumen se tiene:

PLACA #5 a 0.20

15.5x15.5x0.60 #5 a 0.20

#5 a 0.20

#5 a 0.20

PEDESTAL

80x80

Pedestal (son 4)

Ganchos #3 a 0,15 Flejes

#3 a 0.15 en toda la altura

12#6 por pedestal

VIGA AMARRE

30x30 2#5 arriba

Flejes # 3 a 0.075

2#5 abajo

LA CIMENTACION ES ADECUADA PARA LA NUEVA CONDICION Y REFUERZO.


ESTRUCTURA: REV. TC65m-EB. SIMON BOLIVAR - SAN ANDRES ISLAS.

CARGAS ACTUANTESTension Maxima T (ton) 26,137

Comprexion Maxima C (ton) -37,785

Fuerza Longitudinal en X Hx (ton) -9,902 -7,608

Fuerza Transversal en Y Hy (ton) 9,979 7,543

PLACA BASE B C t Dp m No pernos

cm. cm. cm cm cm. Bp Cp un

60 60 2,2 7 24,0 80 80 6,0

C

P

B m

n

t

p

Dp

Area Placa Colocada Ac 3.600 cm2

Acero A-36 Fy= 2.530 Kg /cm² Concreto. f'c= 210 Kg / cm²

Distancia n 12,0 cm

Area Requerida placa base Ar 386 cm2

Apoyo contacto pedestal Fp 98,000 Kg / cm²

Presion de Apoyo pp 10,496 kg / cm²

Esfuerzo de Flexion por Compresion Fb

Esfuerzo de Flexion Fb 1.645 Kg / cm² Acero A-36

Distancia al borde m 24,0 cm

Espesor Placa Base C t 1,66 cm

Esfuerzo de Flexion por Arranque Fb¨

Distancia al perno Dp 7 cm

Fuerza en el Perno Pt 4,36 Ton

Momento de Flexion Mf 30,5 Ton - cm

Espesor de la Placa Base Arr t 1,87 cm

Espesor Minimo Placa Base t 1,87 cm

Lado de la placa Base B 600 mm

Espesor de la Placa Base t 22 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 26,14 ton

Fuerza de Cortante Vux -7,61 ton

Fuerza de Cortante Vuy 9,98 ton

Fuerza de Cortante Vu 12,55 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 2,6 cm²

Area Requerida Arranque Diseño Atm 3,6 cm²

Numero de Pernos Minimo Np 2 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. TC65m-EB. SIMON BOLIVAR - SAN ANDRES ISLAS.

SAE 1045 CALIBRADO


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


Bogotá, D.C. 17 de Septiembre de 2013.

MEMORIAL DE RESPONSABILIDAD

Yo, CARLOS EDUARDO LONDOÑO MESA, Ingeniero Civil, debidamente Titulado e inscrito con

matrícula profesional No. 25202-37439 otorgada por el Consejo Profesional de Cundinamarca, he realizado LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE 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 65.0 metros de altura, Localizada En la ESTACION EB.

SIMON BOLIVAR, San Andres Islas, para una velocidad de viento de 130 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 de San Andres Islas, 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

(*) Con el fin de verificar que el titular autoriza su participación en procesos estatales de selección de contratistas. Lafalta de firma del titular no invalida el Certificado.

CERTIFICADO DE VIGENCIA YANTECEDENTES DISCIPLINARIOS N° 17847582

____________________________________________


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


INFORME FOTOGRAFICO.

EB. SIMON BOLIVAR.

Cliente: Nombre : EB. SIMON BOLIVAR. Ciudad :

Dirección : Depto :

Foto General de Torre

REGISTRO FOTOGRAFICO

SAN ANDRESRTVC

SAN ANDRES - ISLAS. SAN ANDRES

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

4/9


Photo 14

Detalle de antenas MW Detalle soportes y antenas

Detalle de antena Grip Excavación en Cimentación.

Photo 15 Photo 16

5/9


Photo 17 Photo 17

Excavación en Cimentación. Detalle de la placa de la cimentación

Detalle transición parte interna

Photo 33 Photo 34

Detalle de la placa de la cimentación

6/9


Photo 35 Photo 36

Detalle transición parte externa Cierres internos torre

Photo 37 Photo 38

Parte interna torre y escaleras Detalle luces de obstrucción

7/9


Photo 39 Photo 40

Cierres internos torre Cierres internos torre

Photo 41 Photo 42

Detalle empalme de montantes y grado de oxidación Detalle de montantes y grado de oxidación

8/9


Photo 53 Photo 54

Panoramica de la torre Detalle pata de la torre

Photo 55 Photo 56

Pararrayos Panoramica tramo inicial

9/9

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