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MEMORIAS DE CÁLCULO
ESTRUCTURAL.
TORRE CUADRADA H=99.0m SECCION VARIABLE.
ANCHO DE PATA = 12.050m
ESTACION BASE: CERRO LA PITA Ubicada entre los Municipios de
Carmen de Bolívar y Ovejas. Departamento de Sucre.
Septiembre 2013.
INFORME TECNICO. Condición Actual Se requiere refuerzo.
Eficiencia General Condición Nueva + Refuerzo: Montantes 84.3%, Diagonales 76.3%, Horizontales 78.7% y Tornillos 76.3%.
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INDICE
PAG. 1.0 Introducción 2 2.0 Cargas muertas 4 3.0 Cargas vivas 4 4.0 Cargas de viento 4 5.0 Análisis y diseño estructurales 5 6.0 Conclusiones 7.0 Recomendaciones 8.0 Chequeo de Cimentación
9.0 Inspección Técnica
Anexo A (Silueta de levantamiento – condición actual) Anexo b (Silueta de cálculo) Anexo A (Silueta de condición nueva + Refuerzo) Anexo C (Graficas de Deflexiones, Cables guía de onda y Esfuerzos)
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1.0 INTRODUCCION 1.1 OBJETO
El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 99.0 metros de altura. Ubicada en la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas, Departamento de Sucre. Que soporta antenas RF y MW. La torre es de sección cuadrada, montantes, diagonales y horizontales a base de ángulos de lados iguales, el ancho de la pata es de 12.050 m. Esta medida es variable hasta llegar a una altura de 12.0 m, donde es 8.40 m. Continuando en sección variable hasta los 45.0 m, donde es 2.85 m. Continuando en sección constante hasta los 75.0 m. Continuando en sección variables hasta los 81 m, donde es 1.40 m. Continuando en sección constante hasta los 99.0 m.
CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 99.0 m 48 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 90.0 AL 99.0m – POR LAS CUATRO CARAS. 48 ANTENAS GRILLA TV (0.25x1.0m) – NIVEL 81.0 AL 90.0m – POR LAS CUATRO CARAS. 1 ANTENA MW Ø2.40m – NIVEL 27.0 m – B. 1 ANTENA MW Ø2.40m – NIVEL 24.0 m – D. 1 ANTENA MW Ø2.40m – NIVEL 15.0 m – C. 1 ANTENA MW Ø2.40m – NIVEL 15.0 m – D. 1 ANTENA GRIP (1.0x2.50m – NIVEL 7.5 m – C. 20 CABLES GUIA DE ONDA Ø1/2” PARA ANTENAS TV – D 5 CABLES GUIA DE ONDA Ø7/8” PARA ANTENAS MW – D
CONDICION FUTURA:
1 EXTENSION H=6.0m, EN LA PARTE SUPERIOR. 4 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 104.5 m – A, B, C y D. 4 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 103.5 m – A, B, C y D. 3 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 102.5 m – A, C y D. 3 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 101.5 m – A, C y D. 14 CABLES GUIA DE ONDA Ø1” PARA ANTENAS RF – C.
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PANORAMICA TC99m – ESTADO ACTUAL.
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SILUETA DE CALCULO CONDICION ACTUAL.
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1.2 CODIGOS Y NORMAS
NSR-10 AISC TIA/EIA 222-F ASCE, Report 52 ANSI/ASCE 10-90 ANDREWS, Bulletin 1015F ASTM (normas aplicables) ACI 318 última edición AWS
1.3 MATERIALES ESTRUCTURALES
Perfiles estructurales de montantes: ASTM A-572 Gr. 50. Perfiles estructurales de diagonales, horizontales redundantes y laminas: ASTM A –36. Tornillos: ASTM A-394 T0. Tornillos de reemplazo en todas las uniones de montantes y en el refuerzo ASTM A325 T1. Pernos de anclaje: SAE 1045. Soldadura: AWS.
1.4 DOCUMENTOS DE REFERENCIA
Esquemas de diseño del levantamiento de la estructura de la torre.
1.5 CARGAS Las siguientes cargas serán consideradas en el análisis estructural.
-Cargas muertas, CM, correspondientes a los pesos propios de la estructura, plataformas de operación, revestimientos y accesorios. -Cargas vivas, 4 personas de 80 Kg. Cada una por mantenimiento, CV. -Cargas de viento, CW. Las combinaciones de estas cargas para incluirlas en los análisis y diseños Estructurales estarán de acuerdo con la Norma TIA/EIA-222-F.
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1.6 SISTEMAS DE MEDIDA
Longitud m, mm Coordenadas m Áreas m2, cm2 Fuerza Kg. Presión kgm Esfuerzo kPa Momentos Kg-m Modulo kPa Propiedades mm Deflexiones mm
En caso contrario se indicara el tipo de unidad utilizado. De todas maneras las unidades empleadas para un evento determinado serán compatibles entre sí.
2.0 CARGAS MUERTAS, CM Las cargas muertas corresponderán a los pesos propios de los elementos estructurales, revestimiento, escaleras de acceso y guía de ondas, soportes de antenas y demás accesorios.
El cálculo de los pesos de los elementos estructurales los realiza internamente el programa, incluyendo un factor de 1.50, de sobre peso por elementos redundantes, platinas, tornillos y galvanizado, y lo distribuye sobre los nudos correspondientes.
3.0 CARGAS VIVAS La carga viva considerada consistirá en 4 personas de 80 Kg. Cada una por mantenimiento.
4.0 CARGAS DE VIENTO Las cargas de viento se calcularan de acuerdo a la norma TIA/EIA 222 F-1996.
Velocidad básica de viento, V = 120 KPH (Zona 4) Deflexiones se calculan con Velocidad de viento, V = 60 KPH.
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5.0 ANALISIS Y DISEÑOS ESTRUCTURALES
5.1 ANALISIS ESTRUTURAL
En la Fig. 1 del Anexo se presenta la silueta del análisis y diseño estructural de la torre cuadrada de 99.0 m. De altura, objeto de este documento. Se consideran siete hipótesis de carga:
1- Carga Muerta 2- Viento (120 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º. 3- Viento (120 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º. 4- Viento (120 KPH) Caga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º. 5- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º, con cargas de operación. 6- Viento (60 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º, con cargas de operación. 7- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º, con cargas de operación.
Igualmente el ANEXO A se presentan los datos de entrada y los resultados del análisis estructural para los diferentes elementos que conforman la torre triangular, realizado por el programa para diseño de torres RISATower, Versión 5.4.1.8 – 8 de Abril de 2010, de RISA TECHNOLOGIES. También se incluye un control de deflexiones en la parte superior de la torre (Nivel 105.0 m) de tal manera que cumpla con el requisito de que, la deflexión en este punto, a 60 KPH, sea menor o igual a h/200.
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5.2 DISEÑOS ESTRUCTURALES Con base en el dimensionamiento y en los resultados de modelo, se evalúan las cargas máximas actuantes y admisibles en cada tramo, considerando los efectos simultáneos de Axial y de Flexión. Para una mayor precisión, se consideran también los efectos de segundo orden (P-Delta) En la fase, para el caso de cargas de diseño, se verifica que en los elementos estructurales no se sobrepasen sus capacidades admisibles de compresión y tracción establecidas por la norma. También se verifica que en las conexiones propuestas tampoco se sobrepasen sus capacidades admisibles de corte y aplastamiento establecidas por la norma.
Anexos: Silueta del levantamiento. Ver salida 1 – Condición Actual. Ver salida 2 – Condición Nueva Ver salida 3 – Condición Nueva + Refuerzo, datos de entrada y salida de los
resultados del análisis y los diseños.
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6.0 CONCLUSIONES: En la CONDICION ACTUAL, con las antenas relacionadas y las características
estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 99.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes M15, M14, M13, M12, M11, M10 y M9, Diagonales M16, M10, M9, M8, M5 y M4. Porcentaje máximo de utilización Diagonal (T16) 647.0% > 100%. NO.
PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.
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Ver Salida 1 – Condición Actual.
En la CONDICION NUEVA, con las antenas relacionadas (Existentes) más una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 99.0+6.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes M19, M18, M17, M16, M15, M14, M13, M12, M11, M10, M9, M8 y M5, Diagonales M18, M13, M12, M11, M10, M9, M8, M6 y M7. Porcentaje máximo de utilización Diagonal (T18) 799.3% > 100%. NO.
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.
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Ver Salida 2 – Condición Nueva.
En la CONDICION NUEVA + REFUERZO, con las antenas relacionadas (Existentes) más una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 99.0+6.0m, de la estación: EB. CERRO LA PITA – Entre los Municipios de Carmen de Bolívar y Ovejas – Depto de Sucre, tenemos: LA TORRE CUMPLE.
Porcentaje máximo de utilización Montante (T12) 84.3% < 100%. Ok.
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SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.
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Ver Salida 3 – Condición Nueva + Refuerzo.
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7.0 RECOMENDACIONES: -La estructura en general presenta perfiles de baja denominación y muy esbeltos, sin cierres internos lo cual hace que el Kl/r exceda el límite y se presente falla. -La torre debe ser reforzada para la Condición actual y Nueva. MATERIALES DE EXTENSION FUTURA: Montantes: L 76x76x6.4H, Diagonales y Horizontales en L38x38x4.8H (Ver plano 2/2 silueta de refuerzo) REFUERZO MONTANTES: -Desde el nivel 0.0m al nivel 33.0m (T19, T18, T17, T16 y T15), con un (1) ángulo de L102x102x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el anclaje de la cimentación y con el montante existente (se debe soldar el montante del refuerzo a la placa base de la torre. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 33.0m al nivel 51.0m (T14, T13 y T12), con un (1) ángulo de L102x102x12.7H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 51.0m al nivel 75.0m (T11, T10, T9 y T8), con un (1) ángulo de L102x102x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 75.0m al nivel 87.0m (T7, T6 y T5), con un (1) ángulo de L76x76x6.4H A-572 Grado 50. Paralelo que tenga continuidad con el montante existente. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 12.0m al nivel 15.0m (T18), con un (1) ángulo de L64x64x6.4H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer un cierre horizontal en un (1) L64X64X6.4H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2)
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-Desde el nivel 39.0m al nivel 45.0m (T13), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer dos cierres en los horizontales redundantes en L51X51X4.8H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 45.0m al nivel 75.0m (T12, T11, T10, T9 y T8), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 75.0m al nivel 81.0m (T7 y T6), con un (1) ángulo de L51x51x4.8H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente y hacer dos cierres en los horizontales redundantes en L51X51X4.8H, que corte la longitud a la mitad de estos. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los montantes y diagonales. Una vez realizado el refuerzo se puede proceder a la instalación de una (1) Extensión de 6.0m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 104.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 103.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 102.5m, cuatro (4) antenas RF AT15-250 (0.483x0.983m, en el nivel 101.5m.
MATERIAL APROXIMADO DE EXTENSION H=6.0m:
Montantes (T1 y T2) en 1L76x6.4H 180 Kg
Diagonales (T1 y T2) en 1L38x4.8H 110 Kg
Lámina de uniones (T1 y T2) en Lámina de 7.9mm 300 Kg
Tornillos en Uniones (T1 y T2) 80 Kg
Pernos de escalera Ø5/8 x 8” = 10 Unidades 5 Kg
Peso aproximado del Refuerzo 675 Kg
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MATERIAL APROXIMADO DE REFUERZO EN TORRE:
Refuerzo Montantes (T19 al T15 y T11 al T8) en 1L102x9.5H 4150 Kg
Refuerzo Montantes (T19 al T15 y T11 al T8) en Lámina de 9.5mm 300 Kg
Refuerzo Montantes (T19 al T12) en Lámina de 15.9mm 600 Kg
Refuerzo Montantes (T14, T13 y T12) en 1L102x12.7H 2100 Kg
Refuerzo Montantes (T14, T13 y T12) en Lámina de 12.7mm 300 Kg
Refuerzo Montantes (T7, T6 y T5) en 1L76x6.4H 800 Kg
Refuerzo Montantes (T7, T6 y T5) en Lámina de 7.9mm 100 Kg
Refuerzo Diagonales (T18) en 1L64x6.4H 230 Kg
Refuerzo Diagonales (T12, T11, T10, T9, T8, T7 y T6) en 1L51x4.8H 1550 Kg
Tornillos en refuerzo de montantes y diagonales 550 Kg
Peso aproximado del Refuerzo 10680 Kg
RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE
ELEMENTO: C. ACTUAL C. NUEVA C. NUEVA+REF
MONTANTE (T11) 163.7% (T13) 242.3% (T12) 84.3%
DIAGONAL (T16) 647.0% (T18) 799.3% (T4) 76.3%
HORIZONTAL (T16) 92.0% (T13) 135.9% (T13) 78.7%
TORNILLOS 163.7% 242.3% 76.3%
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8.0 CIMENTACION: Tipo zapata, pedestal y viga de amarre. -Con las reacciones en la condición nueva + refuerzo y con un suelo de 1.5 Kg/Cm2. La Cimentación cumple para el chequeo de arrancamiento, capacidad y Volcamiento. Anexo memoria de la verificación de la cimentación. Placa base y pernos de anclaje: Ok. Cumple. Anexo memoria de la verificación placa-pernos.
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9.0 INSPECCION TECNICA. PINTURA: Un 40% se encuentra en mal estado, se recomienda lavado y aplicación de zinc en frio donde se requiera. Aplicación de base y pintura en general. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre. ESCALERA DE CABLES: Uno (1) Por el centro de la torre en un 80% de uso. LUCES DE OBSTRUCCION: En buen estado y funcionando. SISTEMA DE TIERRAS: En buen estado, las bus-bar en regular estado, se recomienda su cambio junto con las respectivas terminales. SISTEMA DE TIERRAS: En buen estado, las bus-bar en regular estado, se recomienda su cambio junto con las respectivas terminales. TORNILLOS: ASTM A-394 T0, en un 80% en buen estado, se recomienda torque general de la tornillería. En caso de llevarse a cabo el refuerzo se debe cambiar la tornillería que resulte afectada, usando tornillos ASTM A-325 Tipo 1. Anexos: Registro Fotográfico.
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CONDICION ACTUAL.
EB. CERRO LA PITA.
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: SILUETA DE CALCULO-TC99m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri
Dwg No. E-1
99.0 m
93.0 m
87.0 m
81.0 m
78.0 m
75.0 m
69.0 m
63.0 m
57.0 m
51.0 m
45.0 m
39.0 m
33.0 m
27.0 m
21.0 m
15.0 m
12.0 m
0.0 m
REACTIONS - 120 kph WINDTORQUE 12225 kg-m
29682 kgSHEAR
1320015 kg-mMOMENT
25474 kgAXIAL
SHEAR: 18291 kgUPLIFT: -78465 kgDOWN: 76454 kg
MAX. CORNER REACTIONS AT BASE:
S
ection
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
T13
T14
T15
T16
T17
Legs
L76x76x6
L102x102x6
L102x102x8
L102x102x10
L127x127x10
L152x152x10
L152x152x13
Leg G
rade
A572-5
0
D
iagonals
L38x38x5
L51x51x5
L51x51x6
L64x64x6
L102x102x10
D
iagonal G
rade
A36
T
op G
irts
L51x51x5
N.A
.L64x64x5
N.A
.L76x76x6
AN
.A.
M
id G
irts
L51x51x5
N.A
.L64x64x5
N.A
.
H
orizonta
lsN
.A.
BN
.A.
L102x102x6
In
ner
Bra
cin
gN
.A.
L76x76x6
F
ace W
idth
(m
)1.4
2.1
25
2.8
53.8
59
4.8
68
5.8
77
6.8
86
7.8
95
8.4
12.0
5
# P
anels
@ (
m)
9 @
212 @
35 @
61 @
31 @
12
W
eig
ht (k
g)
588.4
679.6
763.5
387.1
425.3
1037.2
1037.2
1173.9
1310.6
1310.6
1271.4
1224.3
1260.4
1692.0
1791.0
1577.7
5254.5
22784.7
CxMANTENIMIENTO 996 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 833 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.58 FT DISH (1 ANT MW Ø2.40m E) 278 FT DISH (1 ANT MW Ø2.40m E) 248 FT DISH (1 ANT MW Ø2.40m E) 188 FT DISH (1 ANT MW Ø2.40m E) 18ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATIONCxMANTENIMIENTO 99
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
8 FT DISH (1 ANT MW Ø2.40m E) 27
8 FT DISH (1 ANT MW Ø2.40m E) 24
8 FT DISH (1 ANT MW Ø2.40m E) 18
8 FT DISH (1 ANT MW Ø2.40m E) 18
ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5
SYMBOL LISTMARK MARKSIZE SIZE
A 2L76x76x6x10 B L64x64x5
MATERIAL STRENGTHGRADE GRADEFy FyFu Fu
A572-50 344738 kPa 448159 kPa A36 248211 kPa 399896 kPa
TOWER DESIGN NOTES1. Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard.2. Deflections are based upon a 60 kph wind.3. Weld together tower sections have flange connections.4. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM
A153 Standards.6. Welds are fabricated with ER-70S-6 electrodes.7. TOWER RATING: 647%
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
1 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
SALIDA 1 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data
The main tower is a 4x free standing tower with an overall height of 99.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.4000 m at the top and 12.0500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply:
Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC
Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs √ Distribute Leg Loads As Uniform √ Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments - Diagonals √ Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification √ Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios √ Use Clear Spans For KL/r √ SR Leg Bolts Resist Compression Use Code Safety Factors - Guys Retension Guys To Initial Tension √ All Leg Panels Have Same Allowable Escalate Ice √ Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients √ Consider Feedline Torque Use Special Wind Profile √ Project Wind Area of Appurt. √ Include Angle Block Shear Check √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Poles √ Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
2 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Leg C Leg D
Fac
e A
Face B
Face D
Square Tower
Fac
e C
Wind 0
Wind 90
Wind
45
Leg A Leg B
Z
X
Tower Section Geometry
Tower
Section
Tower
Elevation
m
Assembly
Database
Description Section
Width
m
Number
of
Sections
Section
Length
m
T1 99.0000-93.0000 1.4000 1 6.0000 T2 93.0000-87.0000 1.4000 1 6.0000 T3 87.0000-81.0000 1.4000 1 6.0000 T4 81.0000-78.0000 1.4000 1 3.0000 T5 78.0000-75.0000 2.1250 1 3.0000 T6 75.0000-69.0000 2.8500 1 6.0000 T7 69.0000-63.0000 2.8500 1 6.0000 T8 63.0000-57.0000 2.8500 1 6.0000 T9 57.0000-51.0000 2.8500 1 6.0000 T10 51.0000-45.0000 2.8500 1 6.0000 T11 45.0000-39.0000 2.8500 1 6.0000 T12 39.0000-33.0000 3.8590 1 6.0000 T13 33.0000-27.0000 4.8680 1 6.0000 T14 27.0000-21.0000 5.8770 1 6.0000 T15 21.0000-15.0000 6.8860 1 6.0000 T16 15.0000-12.0000 7.8950 1 3.0000 T17 12.0000-0.0000 8.4000 1 12.0000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
3 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d)
Tower
Section
Tower
Elevation
m
Diagonal
Spacing
m
Bracing
Type
Has
K Brace
End
Panels
Has
Horizontals
Top Girt
Offset
mm
Bottom Girt
Offset
mm
T1 99.0000-93.0000 2.0000 X Brace No No 0 0 T2 93.0000-87.0000 2.0000 X Brace No No 0 0 T3 87.0000-81.0000 2.0000 X Brace No No 0 0 T4 81.0000-78.0000 3.0000 K Brace Up No Yes 0 0 T5 78.0000-75.0000 3.0000 K Brace Down No Yes 0 0 T6 75.0000-69.0000 3.0000 X Brace No No 0 0 T7 69.0000-63.0000 3.0000 X Brace No No 0 0 T8 63.0000-57.0000 3.0000 X Brace No No 0 0 T9 57.0000-51.0000 3.0000 X Brace No No 0 0 T10 51.0000-45.0000 3.0000 X Brace No No 0 0 T11 45.0000-39.0000 6.0000 X Brace No No 0 0 T12 39.0000-33.0000 6.0000 X Brace No No 0 0 T13 33.0000-27.0000 6.0000 X Brace No No 0 0 T14 27.0000-21.0000 6.0000 X Brace No No 0 0 T15 21.0000-15.0000 6.0000 X Brace No No 0 0 T16 15.0000-12.0000 3.0000 K Brace Up No Yes 0 0 T17 12.0000-0.0000 12.0000 K Brace Down No Yes 0 0
Tower Section Geometry (cont’d)
Tower
Elevation
m
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
T1 99.0000-93.0000
Equal Angle L76x76x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T2 93.0000-87.0000
Equal Angle L102x102x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T3 87.0000-81.0000
Equal Angle L102x102x8 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T4 81.0000-78.0000
Equal Angle L102x102x8 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T5 78.0000-75.0000
Equal Angle L102x102x8 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T6 75.0000-69.0000
Equal Angle L102x102x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T7 69.0000-63.0000
Equal Angle L102x102x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T8 63.0000-57.0000
Equal Angle L127x127x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T9 57.0000-51.0000
Equal Angle L152x152x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T10 51.0000-45.0000
Equal Angle L152x152x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T11 45.0000-39.0000
Equal Angle L152x152x10 A572-50 (344738 kPa)
Equal Angle L51x51x6 A36 (248211 kPa)
T12 39.0000-33.0000
Equal Angle L152x152x10 A572-50 (344738 kPa)
Equal Angle L51x51x6 A36 (248211 kPa)
T13 33.0000-27.0000
Equal Angle L152x152x10 A572-50 (344738 kPa)
Equal Angle L51x51x6 A36 (248211 kPa)
T14 27.0000-21.0000
Equal Angle L152x152x10 A572-50 (344738 kPa)
Equal Angle L64x64x6 A36 (248211 kPa)
T15 Equal Angle L152x152x10 A572-50 Equal Angle L64x64x6 A36
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
4 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Tower
Elevation
m
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
21.0000-15.0000 (344738 kPa) (248211 kPa) T16
15.0000-12.0000 Equal Angle L152x152x13 A572-50
(344738 kPa) Equal Angle L64x64x6 A36
(248211 kPa) T17
12.0000-0.0000 Equal Angle L152x152x13 A572-50
(344738 kPa) Equal Angle L102x102x10 A36
(248211 kPa)
Tower Section Geometry (cont’d)
Tower
Elevation
m
Top Girt
Type
Top Girt
Size
Top Girt
Grade
Bottom Girt
Type
Bottom Girt
Size
Bottom Girt
Grade
T1 99.0000-93.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T2 93.0000-87.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T3 87.0000-81.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T4 81.0000-78.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T6 75.0000-69.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T7 69.0000-63.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T8 63.0000-57.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T9 57.0000-51.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T10 51.0000-45.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T11 45.0000-39.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T14 27.0000-21.0000
Equal Angle L76x76x6 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T15 21.0000-15.0000
Equal Angle L76x76x6 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T16 15.0000-12.0000
Double Angle 2L76x76x6x10 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
Tower Section Geometry (cont’d)
Tower
Elevation
m
No.
of
Mid
Girts
Mid Girt
Type
Mid Girt
Size
Mid Girt
Grade
Horizontal
Type
Horizontal
Size
Horizontal
Grade
T1 99.0000-93.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T2 93.0000-87.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T3 87.0000-81.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T4 None Equal Angle A36 Equal Angle L51x51x5 A36
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
5 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Tower
Elevation
m
No.
of
Mid
Girts
Mid Girt
Type
Mid Girt
Size
Mid Girt
Grade
Horizontal
Type
Horizontal
Size
Horizontal
Grade
81.0000-78.0000 (248211 kPa) (248211 kPa) T5
78.0000-75.0000 None Equal Angle A36
(248211 kPa) Equal Angle L64x64x5 A36
(248211 kPa) T6
75.0000-69.0000 1 Equal Angle L64x64x5 A36
(248211 kPa) Solid Round A36
(248211 kPa) T7
69.0000-63.0000 1 Equal Angle L64x64x5 A36
(248211 kPa) Solid Round A36
(248211 kPa) T8
63.0000-57.0000 1 Equal Angle L64x64x5 A36
(248211 kPa) Solid Round A36
(248211 kPa) T9
57.0000-51.0000 1 Equal Angle L64x64x5 A36
(248211 kPa) Solid Round A36
(248211 kPa) T10
51.0000-45.0000 1 Equal Angle L64x64x5 A36
(248211 kPa) Solid Round A36
(248211 kPa) T16
15.0000-12.0000 None Equal Angle A36
(248211 kPa) Solid Round 8 A36
(248211 kPa) T17
12.0000-0.0000 None Equal Angle A36
(248211 kPa) Equal Angle L102x102x6 A36
(248211 kPa)
Tower Section Geometry (cont’d)
Tower
Elevation
m
Secondary
Horizontal Type
Secondary Horizontal
Size
Secondary
Horizontal
Grade
Inner Bracing
Type
Inner Bracing Size
Inner Bracing
Grade
T17 12.0000-0.0000
Solid Round A36 (248211 kPa)
Equal Angle L76x76x6 A36 (248211 kPa)
Tower Section Geometry (cont’d)
Tower
Elevation
m
Gusset
Area
(per face)
m2
Gusset
Thickness
mm
Gusset Grade Adjust. Factor
Af
Adjust.
Factor
Ar
Weight Mult.
Double Angle
Stitch Bolt
Spacing
Diagonals
mm
Double Angle
Stitch Bolt
Spacing
Horizontals
mm
T1 99.0000-93.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T2 93.0000-87.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T3 87.0000-81.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T4 81.0000-78.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T5 78.0000-75.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T6 75.0000-69.00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
6 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
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
00 T7
69.0000-63.0000
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T8 63.0000-57.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T9 57.0000-51.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T10 51.0000-45.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T11 45.0000-39.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T12 39.0000-33.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T13 33.0000-27.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T14 27.0000-21.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T15 21.0000-15.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T16 15.0000-12.00
00
0.0000 0 A36 (248211 kPa)
1.3 1 1.5 0 0
T17 12.0000-0.000
0
0.0000 0 A36 (248211 kPa)
1.45 1 1.5 0 0
Tower Section Geometry (cont’d)
K Factors1
Tower
Elevation
m
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Legs X
Brace
Diags
X
Y
K
Brace
Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T1 99.0000-93.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T2 93.0000-87.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T3 87.0000-81.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T4 81.0000-78.00
00
No No 0.5 1 1
1 0.5
1 1
1 0.5
1 1
1 1
1 1
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
7 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
K Factors1
Tower
Elevation
m
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Legs X
Brace
Diags
X
Y
K
Brace
Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T5 78.0000-75.00
00
No No 0.5 1 1
1 0.5
1 1
1 0.5
1 1
1 1
1 1
T6 75.0000-69.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T7 69.0000-63.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T8 63.0000-57.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T9 57.0000-51.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T10 51.0000-45.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T11 45.0000-39.00
00
No No 0.25 0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T12 39.0000-33.00
00
No No 0.25 0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T13 33.0000-27.00
00
No No 0.25 0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T14 27.0000-21.00
00
No No 0.25 0.5 0.25
1 1
1 1
0.5 0.25
1 1
1 1
1 1
T15 21.0000-15.00
00
No No 0.25 0.5 0.25
1 1
1 1
0.5 0.25
1 1
1 1
1 1
T16 15.0000-12.00
00
No No 0.5 1 1
1 0.25
1 1
0.5 0.25
1 1
1 1
1 1
T17 12.0000-0.000
0
No No 0.125 1 1
0.25 0.125
1 1
0.5 0.25
0.5 0.25
1 1
0.5 0.5
1Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to
the overall length.
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
8 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d)
Tower
Elevation
m
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Net Width
Deduct
mm
U
Net Width
Deduct
mm
U
Net Width
Deduct
mm
U
Net
Width
Deduct
mm
U
Net
Width
Deduct
mm
U
Net
Width
Deduct
mm
U
Net
Width
Deduct
mm
U
T1 99.0000-93.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T2 93.0000-87.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T3 87.0000-81.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T4 81.0000-78.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T5 78.0000-75.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T6 75.0000-69.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T7 69.0000-63.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T8 63.0000-57.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T9 57.0000-51.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T10 51.0000-45.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T11 45.0000-39.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T12 39.0000-33.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T13 33.0000-27.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T14 27.0000-21.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T15 21.0000-15.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T16 15.0000-12.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T17 12.0000-0.000
0
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
9 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d)
Tower
Elevation
m
Leg
Connection
Type
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No.
T1 99.0000-93.00
00
Sleeve SS 16 A394T0
4 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T2 93.0000-87.00
00
Sleeve SS 16 A394T0
6 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T3 87.0000-81.00
00
Sleeve SS 16 A394T0
8 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T4 81.0000-78.00
00
Sleeve SS 16 A394T0
8 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T5 78.0000-75.00
00
Sleeve SS 16 A394T0
8 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T6 75.0000-69.00
00
Sleeve SS 16 A394T0
8 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T7 69.0000-63.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T8 63.0000-57.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T9 57.0000-51.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T10 51.0000-45.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T11 45.0000-39.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T12 39.0000-33.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T13 33.0000-27.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T14 27.0000-21.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T15 21.0000-15.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T16 15.0000-12.00
00
Sleeve SS 19 A394T0
12 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T17 12.0000-0.000
0
Sleeve SS 19 A394T0
10 16 A394T0
3 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
10 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Face
or
Leg
Allow
Shield
Component
Type
Placement
m
Total
Number
Number
Per Row
Clear
Spacing
mm
Width or
Diameter
mm
Perimeter
mm
Weight
kglm
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37
7/8 (1 ANT MW E)
D No Ar (CfAe) 27.0000 - 0.0000 1 1 28 28 0.80
7/8 (1 ANT MW E)
D No Ar (CfAe) 24.0000 - 0.0000 1 1 28 28 0.80
7/8 (2 ANT MW E)
D No Ar (CfAe) 18.0000 - 0.0000 2 2 28 28 0.80
7/8 (1 ANT GRIP E)
D No Ar (CfAe) 7.5000 - 0.0000 1 1 28 28 0.80
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
11 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Feed Line/Linear Appurtenances Section Areas
Tower
Section
Tower
Elevation
m
Face AR
m2
AF
m2
CAAA
In Face
m2
CAAA
Out Face
m2
Weight
kg
T1 99.0000-93.0000 A B C D
0.000 0.000 0.000 0.177
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 4.46
T2 93.0000-87.0000 A B C D
0.000 0.000 0.000 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 17.86
T3 87.0000-81.0000 A B C D
0.000 0.000 0.000 1.179
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 29.76
T4 81.0000-78.0000 A B C D
0.000 0.000 0.000 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 17.86
T5 78.0000-75.0000 A B C D
0.000 0.000 0.000 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 17.86
T6 75.0000-69.0000 A B C D
0.000 0.000 0.000 1.503
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 37.95
T7 69.0000-63.0000 A B C D
0.000 0.000 0.000 1.753
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 44.27
T8 63.0000-57.0000 A B C D
0.000 0.000 0.000 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 44.64
T9 57.0000-51.0000 A B C D
0.000 0.000 0.000 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 44.64
T10 51.0000-45.0000 A B C D
0.000 0.000 0.000 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 44.64
T11 45.0000-39.0000 A B C D
0.000 0.000 0.000 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 44.64
T12 39.0000-33.0000 A B C D
0.000 0.000 0.000 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 44.64
T13 33.0000-27.0000 A B C D
0.000 0.000 0.000 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 44.64
T14 27.0000-21.0000 A B C D
0.000 0.000 0.000 2.022
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 51.88
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
12 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Tower
Section
Tower
Elevation
m
Face AR
m2
AF
m2
CAAA
In Face
m2
CAAA
Out Face
m2
Weight
kg
T15 21.0000-15.0000 A B C D
0.000 0.000 0.000 2.275
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 59.11
T16 15.0000-12.0000 A B C D
0.000 0.000 0.000 1.222
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00 31.97
T17 12.0000-0.0000 A B C D
0.000 0.000 0.000 5.100
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 0.00
133.89
Feed Line Center of Pressure
Section Elevation
m
CPX
mm
CPZ
mm
CPX
Ice
mm
CPZ
Ice
mm
T1 99.0000-93.0000 0 17 0 17 T2 93.0000-87.0000 0 54 0 54 T3 87.0000-81.0000 0 86 0 86 T4 81.0000-78.0000 0 125 0 125 T5 78.0000-75.0000 0 163 0 163 T6 75.0000-69.0000 0 180 0 180 T7 69.0000-63.0000 0 205 0 205 T8 63.0000-57.0000 0 187 0 187 T9 57.0000-51.0000 0 171 0 171
T10 51.0000-45.0000 0 171 0 171 T11 45.0000-39.0000 0 203 0 203 T12 39.0000-33.0000 0 274 0 274 T13 33.0000-27.0000 0 330 0 330 T14 27.0000-21.0000 0 356 0 356 T15 21.0000-15.0000 0 438 0 438 T16 15.0000-12.0000 0 406 0 406 T17 12.0000-0.0000 0 552 0 552
User Defined Loads
Description Elevation
m
Offset
From
Centroid
m
Azimuth
Angle
°
Weight
kg
Fx
kg
Fz
kg
Wind Force
kg
CAAC
m2
CxMANTENIMIENTO 99.0000 0.0000 0.0000 No Ice Service
320.00 320.00
0.00 0.00
0.00 0.00
0.00
0.00
0.0000 0.0000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
13 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Discrete Tower Loads
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
m
m
m
Azimuth
Adjustment
°
Placement
m
CAAA
Front
m2
CAAA
Side
m2
Weight
kg
6 ANT TV 0.20x0.80m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.25x1.0m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
3 ANT TV 0.30x1.20m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m B From Face 0.0000 0.0000 72.0000 No Ice 0.4500 0.1200 36.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
14 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
m
m
m
Azimuth
Adjustment
°
Placement
m
CAAA
Front
m2
CAAA
Side
m2
Weight
kg
(E) 0.0000 0.0000
3 ANT TV 0.30x1.20m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
Dishes
Description Face
or
Leg
Dish
Type
Offset
Type
Offsets:
Horz
Lateral
Vert
m
Azimuth
Adjustment
°
3 dB
Beam
Width
°
Elevation
m
Outside
Diameter
m
Aperture
Area
m2
Weight
kg
8 FT DISH (1 ANT MW Ø2.40m
E)
B Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 27.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
D Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 24.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
C Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 18.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
D Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 18.0000 2.4384 No Ice 4.6730 113.85
ANT GRIP 1.0x2.50m
(1 ANT GRIP E)
C Grid From Leg
0.3000 0.0000 0.0000
Worst 7.5000 1.8000 No Ice 2.5447 45.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
15 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Tower Pressures - No Ice
GH = 1.083
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T1 99.0000-93.00
00
96.0000 1.905 1.30 8.659 A B C D
1.808 1.808 1.808 1.808
0.000 0.000 0.000 0.177
0.914 50.57 50.57 50.57 46.06
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T2 93.0000-87.00
00
90.0000 1.87 1.27 8.737 A B C D
2.131 2.131 2.131 2.131
0.000 0.000 0.000 0.707
1.219 57.20 57.20 57.20 42.95
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T3 87.0000-81.00
00
84.0000 1.834 1.25 8.743 A B C D
2.128 2.128 2.128 2.128
0.000 0.000 0.000 1.179
1.219 57.29 57.29 57.29 36.87
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T4 81.0000-78.00
00
79.5000 1.805 1.23 5.460 A B C D
1.077 1.077 1.077 1.077
0.000 0.000 0.000 0.707
0.618 57.41 57.41 57.41 34.66
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T5 78.0000-75.00
00
76.5000 1.785 1.22 7.635 A B C D
1.182 1.182 1.182 1.182
0.000 0.000 0.000 0.707
0.618 52.32 52.32 52.32 32.73
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T6 75.0000-69.00
00
72.0000 1.755 1.20 17.445 A B C D
2.617 2.617 2.617 2.617
0.000 0.000 0.000 1.503
1.219 46.59 46.59 46.59 29.59
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T7 69.0000-63.00
00
66.0000 1.712 1.17 17.445 A B C D
2.617 2.617 2.617 2.617
0.000 0.000 0.000 1.753
1.219 46.59 46.59 46.59 27.90
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T8 63.0000-57.00
00
60.0000 1.666 1.14 17.523 A B C D
2.944 2.944 2.944 2.944
0.000 0.000 0.000 1.768
1.524 51.76 51.76 51.76 32.34
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T9 57.0000-51.00
00
54.0000 1.616 1.10 17.599 A B C D
3.268 3.268 3.268 3.268
0.000 0.000 0.000 1.768
1.829 55.96 55.96 55.96 36.32
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T10 51.0000-45.00
00
48.0000 1.563 1.07 17.599 A B C D
3.264 3.264 3.264 3.264
0.000 0.000 0.000 1.768
1.829 56.03 56.03 56.03 36.34
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T11 45.0000-39.00
00
42.0000 1.504 1.03 20.628 A B C D
3.218 3.218 3.218 3.218
0.000 0.000 0.000 1.768
1.842 57.23 57.23 57.23 36.94
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T12 39.0000-33.00
00
36.0000 1.44 0.98 26.682 A B C D
3.085 3.085 3.085 3.085
0.000 0.000 0.000 1.768
1.842 59.69 59.69 59.69 37.95
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T13 33.0000-27.00
00
30.0000 1.366 0.93 32.736 A B C D
3.166 3.166 3.166 3.166
0.000 0.000 0.000 1.768
1.842 58.17 58.17 58.17 37.33
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T14 24.0000 1.282 0.87 38.790 A 4.039 0.000 1.842 45.60 0.000 0.000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
16 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
27.0000-21.0000
B C D
4.039 4.039 4.039
0.000 0.000 2.022
45.60 45.60 30.39
0.000 0.000 0.000
0.000 0.000 0.000
T15 21.0000-15.00
00
18.0000 1.181 0.80 44.844 A B C D
4.249 4.249 4.249 4.249
0.000 0.000 0.000 2.275
1.842 43.35 43.35 43.35 28.23
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T16 15.0000-12.00
00
13.5000 1.088 0.74 24.700 A B C D
2.768 2.768 2.768 2.768
0.000 0.000 0.000 1.222
0.921 33.27 33.27 33.27 23.08
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T17 12.0000-0.000
0
6.0000 1 0.68 123.738 A B C D
10.584 10.584 10.584 10.584
0.000 0.000 0.000 5.100
3.741 35.35 35.35 35.35 23.85
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
Tower Pressure - Service
GH = 1.083
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T1 99.0000-93.00
00
96.0000 1.905 0.32 8.659 A B C D
1.808 1.808 1.808 1.808
0.000 0.000 0.000 0.177
0.914 50.57 50.57 50.57 46.06
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T2 93.0000-87.00
00
90.0000 1.87 0.32 8.737 A B C D
2.131 2.131 2.131 2.131
0.000 0.000 0.000 0.707
1.219 57.20 57.20 57.20 42.95
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T3 87.0000-81.00
00
84.0000 1.834 0.31 8.743 A B C D
2.128 2.128 2.128 2.128
0.000 0.000 0.000 1.179
1.219 57.29 57.29 57.29 36.87
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T4 81.0000-78.00
00
79.5000 1.805 0.31 5.460 A B C D
1.077 1.077 1.077 1.077
0.000 0.000 0.000 0.707
0.618 57.41 57.41 57.41 34.66
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T5 78.0000-75.00
00
76.5000 1.785 0.30 7.635 A B C D
1.182 1.182 1.182 1.182
0.000 0.000 0.000 0.707
0.618 52.32 52.32 52.32 32.73
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T6 75.0000-69.00
00
72.0000 1.755 0.30 17.445 A B C D
2.617 2.617 2.617 2.617
0.000 0.000 0.000 1.503
1.219 46.59 46.59 46.59 29.59
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T7 69.0000-63.00
00
66.0000 1.712 0.29 17.445 A B C D
2.617 2.617 2.617 2.617
0.000 0.000 0.000 1.753
1.219 46.59 46.59 46.59 27.90
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T8 63.0000-57.00
00
60.0000 1.666 0.28 17.523 A B C D
2.944 2.944 2.944 2.944
0.000 0.000 0.000 1.768
1.524 51.76 51.76 51.76 32.34
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
17 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T9 57.0000-51.00
00
54.0000 1.616 0.28 17.599 A B C D
3.268 3.268 3.268 3.268
0.000 0.000 0.000 1.768
1.829 55.96 55.96 55.96 36.32
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T10 51.0000-45.00
00
48.0000 1.563 0.27 17.599 A B C D
3.264 3.264 3.264 3.264
0.000 0.000 0.000 1.768
1.829 56.03 56.03 56.03 36.34
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T11 45.0000-39.00
00
42.0000 1.504 0.26 20.628 A B C D
3.218 3.218 3.218 3.218
0.000 0.000 0.000 1.768
1.842 57.23 57.23 57.23 36.94
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T12 39.0000-33.00
00
36.0000 1.44 0.25 26.682 A B C D
3.085 3.085 3.085 3.085
0.000 0.000 0.000 1.768
1.842 59.69 59.69 59.69 37.95
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T13 33.0000-27.00
00
30.0000 1.366 0.23 32.736 A B C D
3.166 3.166 3.166 3.166
0.000 0.000 0.000 1.768
1.842 58.17 58.17 58.17 37.33
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T14 27.0000-21.00
00
24.0000 1.282 0.22 38.790 A B C D
4.039 4.039 4.039 4.039
0.000 0.000 0.000 2.022
1.842 45.60 45.60 45.60 30.39
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T15 21.0000-15.00
00
18.0000 1.181 0.20 44.844 A B C D
4.249 4.249 4.249 4.249
0.000 0.000 0.000 2.275
1.842 43.35 43.35 43.35 28.23
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T16 15.0000-12.00
00
13.5000 1.088 0.19 24.700 A B C D
2.768 2.768 2.768 2.768
0.000 0.000 0.000 1.222
0.921 33.27 33.27 33.27 23.08
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T17 12.0000-0.000
0
6.0000 1 0.17 123.738 A B C D
10.584 10.584 10.584 10.584
0.000 0.000 0.000 5.100
3.741 35.35 35.35 35.35 23.85
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
Tower Forces - No Ice - Wind Normal To Face
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
T1 99.0000-93.00
00
4.46 588.45 A B C D
0.209 0.209 0.209 0.229
2.942 2.942 2.942 2.858
0.592 0.592 0.592 0.597
1 1 1 1
1 1 1 1
1.808 1.808 1.808 1.914
784.00 130.67 D
T2 93.0000-87.00
00
17.86 679.60 A B C D
0.244 0.244 0.244 0.325
2.799 2.799 2.799 2.505
0.6 0.6 0.6
0.624
1 1 1 1
1 1 1 1
2.131 2.131 2.131 2.573
907.05 151.18 D
T3 87.0000-81.00
00
29.76 763.46 A B C D
0.243 0.243 0.243 0.378
2.801 2.801 2.801 2.341
0.6 0.6 0.6
0.643
1 1 1 1
1 1 1 1
2.128 2.128 2.128 2.886
932.11 155.35 D
T4 81.0000-78.00
17.86 387.12 A B
0.197 0.197
2.992 2.992
0.59 0.59
1 1
1 1
1.077 1.077
515.56 171.85 D
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
18 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
00 C D
0.197 0.327
2.992 2.499
0.59 0.624
1 1
1 1
1.077 1.519
T5 78.0000-75.00
00
17.86 425.33 A B C D
0.155 0.155 0.155 0.247
3.182 3.182 3.182 2.785
0.582 0.582 0.582 0.601
1 1 1 1
1 1 1 1
1.182 1.182 1.182 1.607
601.38 200.46 D
T6 75.0000-69.00
00
37.95 1037.16 A B C D
0.15 0.15 0.15
0.236
3.205 3.205 3.205
2.83
0.581 0.581 0.581 0.598
1 1 1 1
1 1 1 1
2.617 2.617 2.617 3.516
1313.86 218.98 D
T7 69.0000-63.00
00
44.27 1037.16 A B C D
0.15 0.15 0.15
0.251
3.205 3.205 3.205 2.773
0.581 0.581 0.581 0.602
1 1 1 1
1 1 1 1
2.617 2.617 2.617 3.672
1311.65 218.61 D
T8 63.0000-57.00
00
44.64 1173.89 A B C D
0.168 0.168 0.168 0.269
3.122 3.122 3.122 2.703
0.584 0.584 0.584 0.607
1 1 1 1
1 1 1 1
2.944 2.944 2.944 4.017
1360.85 226.81 D
T9 57.0000-51.00
00
44.64 1310.62 A B C D
0.186 0.186 0.186 0.286
3.042 3.042 3.042 2.639
0.588 0.588 0.588 0.612
1 1 1 1
1 1 1 1
3.268 3.268 3.268 4.349
1396.14 232.69 D
T10 51.0000-45.00
00
44.64 1310.62 A B C D
0.185 0.185 0.185 0.286
3.043 3.043 3.043
2.64
0.588 0.588 0.588 0.612
1 1 1 1
1 1 1 1
3.264 3.264 3.264 4.345
1349.11 224.85 D
T11 45.0000-39.00
00
44.64 1271.41 A B C D
0.156 0.156 0.156 0.242
3.177 3.177 3.177 2.808
0.582 0.582 0.582
0.6
1 1 1 1
1 1 1 1
3.218 3.218 3.218 4.279
1359.76 226.63 D
T12 39.0000-33.00
00
44.64 1224.28 A B C D
0.116 0.116 0.116 0.182
3.371 3.371 3.371 3.059
0.577 0.577 0.577 0.587
1 1 1 1
1 1 1 1
3.085 3.085 3.085 4.123
1366.14 227.69 D
T13 33.0000-27.00
00
44.64 1260.39 A B C D
0.097 0.097 0.097 0.151
3.467 3.467 3.467 3.202
0.575 0.575 0.575 0.582
1 1 1 1
1 1 1 1
3.166 3.166 3.166 4.194
1380.72 230.12 D
T14 27.0000-21.00
00
51.88 1692.01 A B C D
0.104 0.104 0.104 0.156
3.429 3.429 3.429 3.176
0.576 0.576 0.576 0.582
1 1 1 1
1 1 1 1
4.039 4.039 4.039 5.216
1598.13 266.35 D
T15 21.0000-15.00
00
59.11 1791.05 A B C D
0.095 0.095 0.095 0.145
3.477 3.477 3.477 3.226
0.575 0.575 0.575 0.581
1 1 1 1
1 1 1 1
4.249 4.249 4.249 5.570
1596.88 266.15 D
T16 15.0000-12.00
00
31.97 1577.66 A B C D
0.112 0.112 0.112 0.162
3.389 3.389 3.389 3.151
0.576 0.576 0.576 0.583
1 1 1 1
1 1 1 1
2.768 2.768 2.768 3.481
897.79 299.26 D
T17 12.0000-0.000
0
133.89 5254.48 A B C D
0.086 0.086 0.086 0.127
3.525 3.525 3.525 3.316
0.574 0.574 0.574 0.578
1 1 1 1
1 1 1 1
10.584 10.584 10.584 13.533
3377.18 281.43 D
Sum Weight: 714.74 22784.67 OTM 972348 kg-m
22048.29
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
19 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Tower Forces - No Ice - Wind 45 To Face
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
T1 99.0000-93.00
00
4.46 588.45 A B C D
0.209 0.209 0.209 0.229
2.942 2.942 2.942 2.858
0.592 0.592 0.592 0.597
1.157 1.157 1.157 1.172
1.157 1.157 1.157 1.172
2.091 2.091 2.091 2.243
918.79 153.13 D
T2 93.0000-87.00
00
17.86 679.60 A B C D
0.244 0.244 0.244 0.325
2.799 2.799 2.799 2.505
0.6 0.6 0.6
0.624
1.183 1.183 1.183
1.2
1.183 1.183 1.183
1.2
2.521 2.521 2.521 3.087
1088.46 181.41 D
T3 87.0000-81.00
00
29.76 763.46 A B C D
0.243 0.243 0.243 0.378
2.801 2.801 2.801 2.341
0.6 0.6 0.6
0.643
1.183 1.183 1.183
1.2
1.183 1.183 1.183
1.2
2.517 2.517 2.517 3.463
1118.53 186.42 D
T4 81.0000-78.00
00
17.86 387.12 A B C D
0.197 0.197 0.197 0.327
2.992 2.992 2.992 2.499
0.59 0.59 0.59
0.624
1.148 1.148 1.148
1.2
1.148 1.148 1.148
1.2
1.237 1.237 1.237 1.822
618.67 206.22 D
T5 78.0000-75.00
00
17.86 425.33 A B C D
0.155 0.155 0.155 0.247
3.182 3.182 3.182 2.785
0.582 0.582 0.582 0.601
1.116 1.116 1.116 1.186
1.116 1.116 1.116 1.186
1.319 1.319 1.319 1.906
712.98 237.66 D
T6 75.0000-69.00
00
37.95 1037.16 A B C D
0.15 0.15 0.15
0.236
3.205 3.205 3.205
2.83
0.581 0.581 0.581 0.598
1.113 1.113 1.113 1.177
1.113 1.113 1.113 1.177
2.911 2.911 2.911 4.139
1546.56 257.76 D
T7 69.0000-63.00
00
44.27 1037.16 A B C D
0.15 0.15 0.15
0.251
3.205 3.205 3.205 2.773
0.581 0.581 0.581 0.602
1.113 1.113 1.113 1.188
1.113 1.113 1.113 1.188
2.911 2.911 2.911 4.362
1558.09 259.68 D
T8 63.0000-57.00
00
44.64 1173.89 A B C D
0.168 0.168 0.168 0.269
3.122 3.122 3.122 2.703
0.584 0.584 0.584 0.607
1.126 1.126 1.126
1.2
1.126 1.126 1.126
1.2
3.315 3.315 3.315 4.821
1633.02 272.17 D
T9 57.0000-51.00
00
44.64 1310.62 A B C D
0.186 0.186 0.186 0.286
3.042 3.042 3.042 2.639
0.588 0.588 0.588 0.612
1.139 1.139 1.139
1.2
1.139 1.139 1.139
1.2
3.723 3.723 3.723 5.219
1675.37 279.23 D
T10 51.0000-45.00
00
44.64 1310.62 A B C D
0.185 0.185 0.185 0.286
3.043 3.043 3.043
2.64
0.588 0.588 0.588 0.612
1.139 1.139 1.139
1.2
1.139 1.139 1.139
1.2
3.718 3.718 3.718 5.214
1618.94 269.82 D
T11 45.0000-39.00
00
44.64 1271.41 A B C D
0.156 0.156 0.156 0.242
3.177 3.177 3.177 2.808
0.582 0.582 0.582
0.6
1.117 1.117 1.117 1.181
1.117 1.117 1.117 1.181
3.595 3.595 3.595 5.054
1606.26 267.71 D
T12 39.0000-33.00
00
44.64 1224.28 A B C D
0.116 0.116 0.116 0.182
3.371 3.371 3.371 3.059
0.577 0.577 0.577 0.587
1.087 1.087 1.087 1.136
1.087 1.087 1.087 1.136
3.353 3.353 3.353 4.685
1552.49 258.75 D
T13 33.0000-27.00
00
44.64 1260.39 A B C D
0.097 0.097 0.097 0.151
3.467 3.467 3.467 3.202
0.575 0.575 0.575 0.582
1.073 1.073 1.073 1.113
1.073 1.073 1.073 1.113
3.396 3.396 3.396 4.668
1536.80 256.13 D
T14 27.0000-21.00
00
51.88 1692.01 A B C D
0.104 0.104 0.104 0.156
3.429 3.429 3.429 3.176
0.576 0.576 0.576 0.582
1.078 1.078 1.078 1.117
1.078 1.078 1.078 1.117
4.354 4.354 4.354 5.827
1785.39 297.57 D
T15 59.11 1791.05 A 0.095 3.477 0.575 1.071 1.071 4.551 1771.12 295.19 D
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
20 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
21.0000-15.0000
B C D
0.095 0.095 0.145
3.477 3.477 3.226
0.575 0.575 0.581
1.071 1.071 1.109
1.071 1.071 1.109
4.551 4.551 6.178
T16 15.0000-12.00
00
31.97 1577.66 A B C D
0.112 0.112 0.112 0.162
3.389 3.389 3.389 3.151
0.576 0.576 0.576 0.583
1.084 1.084 1.084 1.121
1.084 1.084 1.084 1.121
3.001 3.001 3.001 3.903
1006.57 335.52 D
T17 12.0000-0.000
0
133.89 5254.48 A B C D
0.086 0.086 0.086 0.127
3.525 3.525 3.525 3.316
0.574 0.574 0.574 0.578
1.064 1.064 1.064 1.095
1.064 1.064 1.064 1.095
11.263 11.263 11.263 14.820
3698.25 308.19 D
Sum Weight: 714.74 22784.67 OTM 1144159 kg-m
25446.27
Tower Forces - Service - Wind Normal To Face
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
T1 99.0000-93.00
00
4.46 588.45 A B C D
0.209 0.209 0.209 0.229
2.942 2.942 2.942 2.858
0.592 0.592 0.592 0.597
1 1 1 1
1 1 1 1
1.808 1.808 1.808 1.914
196.00 32.67 D
T2 93.0000-87.00
00
17.86 679.60 A B C D
0.244 0.244 0.244 0.325
2.799 2.799 2.799 2.505
0.6 0.6 0.6
0.624
1 1 1 1
1 1 1 1
2.131 2.131 2.131 2.573
226.76 37.79 D
T3 87.0000-81.00
00
29.76 763.46 A B C D
0.243 0.243 0.243 0.378
2.801 2.801 2.801 2.341
0.6 0.6 0.6
0.643
1 1 1 1
1 1 1 1
2.128 2.128 2.128 2.886
233.03 38.84 D
T4 81.0000-78.00
00
17.86 387.12 A B C D
0.197 0.197 0.197 0.327
2.992 2.992 2.992 2.499
0.59 0.59 0.59
0.624
1 1 1 1
1 1 1 1
1.077 1.077 1.077 1.519
128.89 42.96 D
T5 78.0000-75.00
00
17.86 425.33 A B C D
0.155 0.155 0.155 0.247
3.182 3.182 3.182 2.785
0.582 0.582 0.582 0.601
1 1 1 1
1 1 1 1
1.182 1.182 1.182 1.607
150.34 50.11 D
T6 75.0000-69.00
00
37.95 1037.16 A B C D
0.15 0.15 0.15
0.236
3.205 3.205 3.205
2.83
0.581 0.581 0.581 0.598
1 1 1 1
1 1 1 1
2.617 2.617 2.617 3.516
328.46 54.74 D
T7 69.0000-63.00
00
44.27 1037.16 A B C D
0.15 0.15 0.15
0.251
3.205 3.205 3.205 2.773
0.581 0.581 0.581 0.602
1 1 1 1
1 1 1 1
2.617 2.617 2.617 3.672
327.91 54.65 D
T8 63.0000-57.00
00
44.64 1173.89 A B C D
0.168 0.168 0.168 0.269
3.122 3.122 3.122 2.703
0.584 0.584 0.584 0.607
1 1 1 1
1 1 1 1
2.944 2.944 2.944 4.017
340.21 56.70 D
T9 57.0000-51.00
00
44.64 1310.62 A B C D
0.186 0.186 0.186 0.286
3.042 3.042 3.042 2.639
0.588 0.588 0.588 0.612
1 1 1 1
1 1 1 1
3.268 3.268 3.268 4.349
349.03 58.17 D
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
21 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
T10 51.0000-45.00
00
44.64 1310.62 A B C D
0.185 0.185 0.185 0.286
3.043 3.043 3.043
2.64
0.588 0.588 0.588 0.612
1 1 1 1
1 1 1 1
3.264 3.264 3.264 4.345
337.28 56.21 D
T11 45.0000-39.00
00
44.64 1271.41 A B C D
0.156 0.156 0.156 0.242
3.177 3.177 3.177 2.808
0.582 0.582 0.582
0.6
1 1 1 1
1 1 1 1
3.218 3.218 3.218 4.279
339.94 56.66 D
T12 39.0000-33.00
00
44.64 1224.28 A B C D
0.116 0.116 0.116 0.182
3.371 3.371 3.371 3.059
0.577 0.577 0.577 0.587
1 1 1 1
1 1 1 1
3.085 3.085 3.085 4.123
341.53 56.92 D
T13 33.0000-27.00
00
44.64 1260.39 A B C D
0.097 0.097 0.097 0.151
3.467 3.467 3.467 3.202
0.575 0.575 0.575 0.582
1 1 1 1
1 1 1 1
3.166 3.166 3.166 4.194
345.18 57.53 D
T14 27.0000-21.00
00
51.88 1692.01 A B C D
0.104 0.104 0.104 0.156
3.429 3.429 3.429 3.176
0.576 0.576 0.576 0.582
1 1 1 1
1 1 1 1
4.039 4.039 4.039 5.216
399.53 66.59 D
T15 21.0000-15.00
00
59.11 1791.05 A B C D
0.095 0.095 0.095 0.145
3.477 3.477 3.477 3.226
0.575 0.575 0.575 0.581
1 1 1 1
1 1 1 1
4.249 4.249 4.249 5.570
399.22 66.54 D
T16 15.0000-12.00
00
31.97 1577.66 A B C D
0.112 0.112 0.112 0.162
3.389 3.389 3.389 3.151
0.576 0.576 0.576 0.583
1 1 1 1
1 1 1 1
2.768 2.768 2.768 3.481
224.45 74.82 D
T17 12.0000-0.000
0
133.89 5254.48 A B C D
0.086 0.086 0.086 0.127
3.525 3.525 3.525 3.316
0.574 0.574 0.574 0.578
1 1 1 1
1 1 1 1
10.584 10.584 10.584 13.533
844.30 70.36 D
Sum Weight: 714.74 22784.67 OTM 243087 kg-m
5512.07
Tower Forces - Service - Wind 45 To Face
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
T1 99.0000-93.00
00
4.46 588.45 A B C D
0.209 0.209 0.209 0.229
2.942 2.942 2.942 2.858
0.592 0.592 0.592 0.597
1.157 1.157 1.157 1.172
1.157 1.157 1.157 1.172
2.091 2.091 2.091 2.243
229.70 38.28 D
T2 93.0000-87.00
00
17.86 679.60 A B C D
0.244 0.244 0.244 0.325
2.799 2.799 2.799 2.505
0.6 0.6 0.6
0.624
1.183 1.183 1.183
1.2
1.183 1.183 1.183
1.2
2.521 2.521 2.521 3.087
272.12 45.35 D
T3 87.0000-81.00
00
29.76 763.46 A B C D
0.243 0.243 0.243 0.378
2.801 2.801 2.801 2.341
0.6 0.6 0.6
0.643
1.183 1.183 1.183
1.2
1.183 1.183 1.183
1.2
2.517 2.517 2.517 3.463
279.63 46.61 D
T4 81.0000-78.00
00
17.86 387.12 A B C
0.197 0.197 0.197
2.992 2.992 2.992
0.59 0.59 0.59
1.148 1.148 1.148
1.148 1.148 1.148
1.237 1.237 1.237
154.67 51.56 D
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
22 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
D 0.327 2.499 0.624 1.2 1.2 1.822 T5
78.0000-75.0000
17.86 425.33 A B C D
0.155 0.155 0.155 0.247
3.182 3.182 3.182 2.785
0.582 0.582 0.582 0.601
1.116 1.116 1.116 1.186
1.116 1.116 1.116 1.186
1.319 1.319 1.319 1.906
178.25 59.42 D
T6 75.0000-69.00
00
37.95 1037.16 A B C D
0.15 0.15 0.15
0.236
3.205 3.205 3.205
2.83
0.581 0.581 0.581 0.598
1.113 1.113 1.113 1.177
1.113 1.113 1.113 1.177
2.911 2.911 2.911 4.139
386.64 64.44 D
T7 69.0000-63.00
00
44.27 1037.16 A B C D
0.15 0.15 0.15
0.251
3.205 3.205 3.205 2.773
0.581 0.581 0.581 0.602
1.113 1.113 1.113 1.188
1.113 1.113 1.113 1.188
2.911 2.911 2.911 4.362
389.52 64.92 D
T8 63.0000-57.00
00
44.64 1173.89 A B C D
0.168 0.168 0.168 0.269
3.122 3.122 3.122 2.703
0.584 0.584 0.584 0.607
1.126 1.126 1.126
1.2
1.126 1.126 1.126
1.2
3.315 3.315 3.315 4.821
408.25 68.04 D
T9 57.0000-51.00
00
44.64 1310.62 A B C D
0.186 0.186 0.186 0.286
3.042 3.042 3.042 2.639
0.588 0.588 0.588 0.612
1.139 1.139 1.139
1.2
1.139 1.139 1.139
1.2
3.723 3.723 3.723 5.219
418.84 69.81 D
T10 51.0000-45.00
00
44.64 1310.62 A B C D
0.185 0.185 0.185 0.286
3.043 3.043 3.043
2.64
0.588 0.588 0.588 0.612
1.139 1.139 1.139
1.2
1.139 1.139 1.139
1.2
3.718 3.718 3.718 5.214
404.73 67.46 D
T11 45.0000-39.00
00
44.64 1271.41 A B C D
0.156 0.156 0.156 0.242
3.177 3.177 3.177 2.808
0.582 0.582 0.582
0.6
1.117 1.117 1.117 1.181
1.117 1.117 1.117 1.181
3.595 3.595 3.595 5.054
401.56 66.93 D
T12 39.0000-33.00
00
44.64 1224.28 A B C D
0.116 0.116 0.116 0.182
3.371 3.371 3.371 3.059
0.577 0.577 0.577 0.587
1.087 1.087 1.087 1.136
1.087 1.087 1.087 1.136
3.353 3.353 3.353 4.685
388.12 64.69 D
T13 33.0000-27.00
00
44.64 1260.39 A B C D
0.097 0.097 0.097 0.151
3.467 3.467 3.467 3.202
0.575 0.575 0.575 0.582
1.073 1.073 1.073 1.113
1.073 1.073 1.073 1.113
3.396 3.396 3.396 4.668
384.20 64.03 D
T14 27.0000-21.00
00
51.88 1692.01 A B C D
0.104 0.104 0.104 0.156
3.429 3.429 3.429 3.176
0.576 0.576 0.576 0.582
1.078 1.078 1.078 1.117
1.078 1.078 1.078 1.117
4.354 4.354 4.354 5.827
446.35 74.39 D
T15 21.0000-15.00
00
59.11 1791.05 A B C D
0.095 0.095 0.095 0.145
3.477 3.477 3.477 3.226
0.575 0.575 0.575 0.581
1.071 1.071 1.071 1.109
1.071 1.071 1.071 1.109
4.551 4.551 4.551 6.178
442.78 73.80 D
T16 15.0000-12.00
00
31.97 1577.66 A B C D
0.112 0.112 0.112 0.162
3.389 3.389 3.389 3.151
0.576 0.576 0.576 0.583
1.084 1.084 1.084 1.121
1.084 1.084 1.084 1.121
3.001 3.001 3.001 3.903
251.64 83.88 D
T17 12.0000-0.000
0
133.89 5254.48 A B C D
0.086 0.086 0.086 0.127
3.525 3.525 3.525 3.316
0.574 0.574 0.574 0.578
1.064 1.064 1.064 1.095
1.064 1.064 1.064 1.095
11.263 11.263 11.263 14.820
924.56 77.05 D
Sum Weight: 714.74 22784.67 OTM 286040 kg-m
6361.57
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
23 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Mast Vectors - No Ice
Section
No. Section
Elevation
m
Wind
Azimuth
°
Directionality F
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m T1 99.0000-93.0000 0 Wind Normal 784.00 0.00 -784.00 -75261 0 0
45 Wind 90 918.79 649.68 -649.68 -62366 -62369 11 90 Wind Normal 784.00 784.00 0.00 3 -75264 13
T2 93.0000-87.0000 0 Wind Normal 907.05 0.00 -907.05 -81622 0 0 45 Wind 90 1088.46 769.66 -769.66 -69257 -69269 42 90 Wind Normal 907.05 907.05 0.00 13 -81635 49
T3 87.0000-81.0000 0 Wind Normal 932.11 0.00 -932.11 -78276 0 0 45 Wind 90 1118.53 790.92 -790.92 -66416 -66437 68 90 Wind Normal 932.11 932.11 0.00 21 -78297 80
T4 81.0000-78.0000 0 Wind Normal 515.56 0.00 -515.56 -40971 0 0 45 Wind 90 618.67 437.47 -437.47 -34763 -34779 55 90 Wind Normal 515.56 515.56 0.00 16 -40987 65
T5 78.0000-75.0000 0 Wind Normal 601.38 0.00 -601.38 -45983 0 0 45 Wind 90 712.98 504.15 -504.15 -38545 -38568 82 90 Wind Normal 601.38 601.38 0.00 22 -46005 98
T6 75.0000-69.0000 0 Wind Normal 1313.86 0.00 -1313.86 -94543 0 0 45 Wind 90 1546.56 1093.58 -1093.58 -78684 -78738 197 90 Wind Normal 1313.86 1313.86 0.00 54 -94598 236
T7 69.0000-63.0000 0 Wind Normal 1311.65 0.00 -1311.65 -86506 0 0 45 Wind 90 1558.09 1101.74 -1101.74 -72651 -72715 226 90 Wind Normal 1311.65 1311.65 0.00 63 -86569 270
T8 63.0000-57.0000 0 Wind Normal 1360.85 0.00 -1360.85 -81587 0 0 45 Wind 90 1633.02 1154.72 -1154.72 -69219 -69283 216 90 Wind Normal 1360.85 1360.85 0.00 64 -81651 254
T9 57.0000-51.0000 0 Wind Normal 1396.14 0.00 -1396.14 -75327 0 0 45 Wind 90 1675.37 1184.66 -1184.66 -63908 -63972 202 90 Wind Normal 1396.14 1396.14 0.00 64 -75391 238
T10 51.0000-45.0000 0 Wind Normal 1349.11 0.00 -1349.11 -64693 0 0 45 Wind 90 1618.94 1144.76 -1144.76 -54885 -54949 196 90 Wind Normal 1349.11 1349.11 0.00 64 -64757 230
T11 45.0000-39.0000 0 Wind Normal 1359.76 0.00 -1359.76 -57035 0 0 45 Wind 90 1606.26 1135.80 -1135.80 -47628 -47703 231 90 Wind Normal 1359.76 1359.76 0.00 75 -57110 277
T12 39.0000-33.0000 0 Wind Normal 1366.14 0.00 -1366.14 -49083 0 0 45 Wind 90 1552.49 1097.78 -1097.78 -39422 -39520 301 90 Wind Normal 1366.14 1366.14 0.00 98 -49181 375
T13 33.0000-27.0000 0 Wind Normal 1380.72 0.00 -1380.72 -41301 0 0 45 Wind 90 1536.80 1086.68 -1086.68 -32480 -32600 359 90 Wind Normal 1380.72 1380.72 0.00 120 -41422 456
T14 27.0000-21.0000 0 Wind Normal 1598.13 0.00 -1598.13 -38189 0 0 45 Wind 90 1785.39 1262.46 -1262.46 -30133 -30299 450 90 Wind Normal 1598.13 1598.13 0.00 166 -38355 570
T15 21.0000-15.0000 0 Wind Normal 1596.88 0.00 -1596.88 -28524 0 0 45 Wind 90 1771.12 1252.37 -1252.37 -22323 -22543 549 90 Wind Normal 1596.88 1596.88 0.00 220 -28744 700
T16 15.0000-12.0000 0 Wind Normal 897.79 0.00 -897.79 -11990 0 0 45 Wind 90 1006.57 711.75 -711.75 -9478 -9609 289 90 Wind Normal 897.79 897.79 0.00 131 -12120 364
T17 12.0000-0.0000 0 Wind Normal 3377.18 0.00 -3377.18 -19575 0 0 45 Wind 90 3698.25 2615.05 -2615.05 -15002 -15690 1444 90 Wind Normal 3377.18 3377.18 0.00 688 -20263 1865
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
24 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Mast Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -22048.29 -970466 0 0
45 17993.23 -17993.23 -807160 -809042 4917 90 22048.29 0.00 1882 -972348 6140
Mast Vectors - Service
Section
No. Section
Elevation
m
Wind
Azimuth
°
Directionality F
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m T1 99.0000-93.0000 0 Wind Normal 196.00 0.00 -196.00 -18813 0 0
45 Wind 90 229.70 162.42 -162.42 -15589 -15592 3 90 Wind Normal 196.00 196.00 0.00 3 -18816 3
T2 93.0000-87.0000 0 Wind Normal 226.76 0.00 -226.76 -20396 0 0 45 Wind 90 272.12 192.41 -192.41 -17305 -17317 10 90 Wind Normal 226.76 226.76 0.00 13 -20409 12
T3 87.0000-81.0000 0 Wind Normal 233.03 0.00 -233.03 -19553 0 0 45 Wind 90 279.63 197.73 -197.73 -16588 -16609 17 90 Wind Normal 233.03 233.03 0.00 21 -19574 20
T4 81.0000-78.0000 0 Wind Normal 128.89 0.00 -128.89 -10231 0 0 45 Wind 90 154.67 109.37 -109.37 -8679 -8695 14 90 Wind Normal 128.89 128.89 0.00 16 -10247 16
T5 78.0000-75.0000 0 Wind Normal 150.34 0.00 -150.34 -11479 0 0 45 Wind 90 178.25 126.04 -126.04 -9620 -9642 21 90 Wind Normal 150.34 150.34 0.00 22 -11501 24
T6 75.0000-69.0000 0 Wind Normal 328.46 0.00 -328.46 -23595 0 0 45 Wind 90 386.64 273.40 -273.40 -19630 -19684 49 90 Wind Normal 328.46 328.46 0.00 54 -23649 59
T7 69.0000-63.0000 0 Wind Normal 327.91 0.00 -327.91 -21579 0 0 45 Wind 90 389.52 275.43 -275.43 -18115 -18179 57 90 Wind Normal 327.91 327.91 0.00 63 -21642 67
T8 63.0000-57.0000 0 Wind Normal 340.21 0.00 -340.21 -20349 0 0 45 Wind 90 408.25 288.68 -288.68 -17257 -17321 54 90 Wind Normal 340.21 340.21 0.00 64 -20413 64
T9 57.0000-51.0000 0 Wind Normal 349.03 0.00 -349.03 -18784 0 0 45 Wind 90 418.84 296.17 -296.17 -15929 -15993 51 90 Wind Normal 349.03 349.03 0.00 64 -18848 60
T10 51.0000-45.0000 0 Wind Normal 337.28 0.00 -337.28 -16125 0 0 45 Wind 90 404.73 286.19 -286.19 -13673 -13737 49 90 Wind Normal 337.28 337.28 0.00 64 -16189 58
T11 45.0000-39.0000 0 Wind Normal 339.94 0.00 -339.94 -14202 0 0 45 Wind 90 401.56 283.95 -283.95 -11851 -11926 58 90 Wind Normal 339.94 339.94 0.00 75 -14277 69
T12 39.0000-33.0000 0 Wind Normal 341.53 0.00 -341.53 -12197 0 0 45 Wind 90 388.12 274.44 -274.44 -9782 -9880 75 90 Wind Normal 341.53 341.53 0.00 98 -12295 94
T13 33.0000-27.0000 0 Wind Normal 345.18 0.00 -345.18 -10235 0 0 45 Wind 90 384.20 271.67 -271.67 -8030 -8150 90 90 Wind Normal 345.18 345.18 0.00 120 -10355 114
T14 27.0000-21.0000 0 Wind Normal 399.53 0.00 -399.53 -9423 0 0 45 Wind 90 446.35 315.62 -315.62 -7409 -7575 112 90 Wind Normal 399.53 399.53 0.00 166 -9589 142
T15 21.0000-15.0000 0 Wind Normal 399.22 0.00 -399.22 -6966 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
25 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No. Section
Elevation
m
Wind
Azimuth
°
Directionality F
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 45 Wind 90 442.78 313.09 -313.09 -5416 -5636 137 90 Wind Normal 399.22 399.22 0.00 220 -7186 175
T16 15.0000-12.0000 0 Wind Normal 224.45 0.00 -224.45 -2900 0 0 45 Wind 90 251.64 177.94 -177.94 -2272 -2402 72 90 Wind Normal 224.45 224.45 0.00 131 -3030 91
T17 12.0000-0.0000 0 Wind Normal 844.30 0.00 -844.30 -4378 0 0 45 Wind 90 924.56 653.76 -653.76 -3235 -3923 361 90 Wind Normal 844.30 844.30 0.00 688 -5066 466
Mast Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -5512.07 -241205 0 0
45 4498.31 -4498.31 -200379 -202261 1229 90 5512.07 0.00 1882 -243087 1535
Discrete Appurtenance Pressures - No Ice GH = 1.083
Description Aiming
Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kPa
CAAC
Front m
2
CAAC
Side m
2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 1.25 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 1.18 0.4500 0.1200 Sum
Weight: 1152.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
26 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Discrete Appurtenance Vectors - No Ice
6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.50 0.00 -21.50 -2064 62 -28
45 60.82 15.21 60.82 -15.21 -1460 -5776 -20 90 86.01 0.00 86.01 0.00 0 -8195 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 86.01 0.00 0.00 -86.01 -8291 0 0
45 60.82 15.21 15.21 -60.82 -5872 -1460 -11 90 0.00 21.50 21.50 0.00 -34 -2064 -15
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.50 0.00 -21.50 -2064 -62 28
45 60.82 15.21 60.82 -15.21 -1460 -5901 20 90 86.01 0.00 86.01 0.00 0 -8320 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 86.01 0.00 0.00 -86.01 -8224 0 0
45 60.82 15.21 15.21 -60.82 -5805 -1460 11 90 0.00 21.50 21.50 0.00 34 -2064 15
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.24 0.00 -21.24 -1954 62 -28
45 60.09 15.02 60.09 -15.02 -1382 -5465 -20 90 84.97 0.00 84.97 0.00 0 -7755 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 84.97 0.00 0.00 -84.97 -7851 0 0
45 60.09 15.02 15.02 -60.09 -5561 -1382 -11 90 0.00 21.24 21.24 0.00 -34 -1954 -15
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
27 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.24 0.00 -21.24 -1954 -62 28
45 60.09 15.02 60.09 -15.02 -1382 -5590 20 90 84.97 0.00 84.97 0.00 0 -7880 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 84.97 0.00 0.00 -84.97 -7784 0 0
45 60.09 15.02 15.02 -60.09 -5494 -1382 11 90 0.00 21.24 21.24 0.00 34 -1954 15
6 ANT TV 0.25x1.0m - Elevation 88 - 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 25.17 0.00 -25.17 -2215 78 -33
45 71.19 17.80 71.19 -17.80 -1566 -6187 -23 90 100.68 0.00 100.68 0.00 0 -8782 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 100.68 0.00 0.00 -100.68 -8902 0 0
45 71.19 17.80 17.80 -71.19 -6307 -1566 -12 90 0.00 25.17 25.17 0.00 -42 -2215 -18
6 ANT TV 0.25x1.0m - Elevation 88 - 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 25.17 0.00 -25.17 -2215 -78 33
45 71.19 17.80 71.19 -17.80 -1566 -6343 23 90 100.68 0.00 100.68 0.00 0 -8938 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 100.68 0.00 0.00 -100.68 -8818 0 0
45 71.19 17.80 17.80 -71.19 -6223 -1566 12 90 0.00 25.17 25.17 0.00 42 -2215 18
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
28 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 83 - 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 24.75 0.00 -24.75 -2055 78 -32
45 70.01 17.50 70.01 -17.50 -1453 -5733 -23 90 99.01 0.00 99.01 0.00 0 -8140 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 99.01 0.00 0.00 -99.01 -8260 0 0
45 70.01 17.50 17.50 -70.01 -5853 -1453 -12 90 0.00 24.75 24.75 0.00 -42 -2055 -17
6 ANT TV 0.25x1.0m - Elevation 83 - 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 24.75 0.00 -24.75 -2055 -78 32
45 70.01 17.50 70.01 -17.50 -1453 -5889 23 90 99.01 0.00 99.01 0.00 0 -8296 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 99.01 0.00 0.00 -99.01 -8176 0 0
45 70.01 17.50 17.50 -70.01 -5769 -1453 12 90 0.00 24.75 24.75 0.00 42 -2055 17
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.85 0.00 -15.85 -1141 73 -32
45 42.02 11.20 42.02 -11.20 -807 -2952 -23 90 59.42 0.00 59.42 0.00 0 -4205 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 59.42 0.00 0.00 -59.42 -4329 0 0
45 42.02 11.20 11.20 -42.02 -3076 -807 -16 90 0.00 15.85 15.85 0.00 -51 -1141 -23
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
29 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.85 0.00 -15.85 -1141 -73 32
45 42.02 11.20 42.02 -11.20 -807 -3098 23 90 59.42 0.00 59.42 0.00 0 -4351 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 59.42 0.00 0.00 -59.42 -4227 0 0
45 42.02 11.20 11.20 -42.02 -2974 -807 16 90 0.00 15.85 15.85 0.00 51 -1141 23
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.62 0.00 -15.62 -1070 73 -32
45 41.42 11.05 41.42 -11.05 -757 -2764 -22 90 58.58 0.00 58.58 0.00 0 -3940 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 58.58 0.00 0.00 -58.58 -4064 0 0
45 41.42 11.05 11.05 -41.42 -2889 -757 -16 90 0.00 15.62 15.62 0.00 -51 -1070 -22
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.62 0.00 -15.62 -1070 -73 32
45 41.42 11.05 41.42 -11.05 -757 -2910 22 90 58.58 0.00 58.58 0.00 0 -4086 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 58.58 0.00 0.00 -58.58 -3961 0 0
45 41.42 11.05 11.05 -41.42 -2786 -757 16 90 0.00 15.62 15.62 0.00 51 -1070 22
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
30 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Discrete Appurtenance Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -1225.63 -103885 0 0
45 866.65 -866.65 -73458 -73458 0 90 1225.63 0.00 0 -103885 0
Discrete Appurtenance Pressures - Service GH = 1.083
Description Aiming
Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kPa
CAAC
Front m
2
CAAC
Side m
2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 0.31 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 0.29 0.4500 0.1200 Sum
Weight: 1152.00
Discrete Appurtenance Vectors - Service
6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 5.38 0.00 -5.38 -516 62 -7
45 15.21 3.80 15.21 -3.80 -365 -1397 -5 90 21.50 0.00 21.50 0.00 0 -2002 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
31 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.50 0.00 0.00 -21.50 -2098 0 0
45 15.21 3.80 3.80 -15.21 -1493 -365 -3 90 0.00 5.38 5.38 0.00 -34 -516 -4
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 5.38 0.00 -5.38 -516 -62 7
45 15.21 3.80 15.21 -3.80 -365 -1522 5 90 21.50 0.00 21.50 0.00 0 -2127 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.50 0.00 0.00 -21.50 -2031 0 0
45 15.21 3.80 3.80 -15.21 -1426 -365 3 90 0.00 5.38 5.38 0.00 34 -516 4
6 ANT TV 0.20x0.80m - Elevation 92 - 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 5.31 0.00 -5.31 -489 62 -7
45 15.02 3.76 15.02 -3.76 -345 -1320 -5 90 21.24 0.00 21.24 0.00 0 -1892 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.24 0.00 0.00 -21.24 -1988 0 0
45 15.02 3.76 3.76 -15.02 -1416 -345 -3 90 0.00 5.31 5.31 0.00 -34 -489 -4
6 ANT TV 0.20x0.80m - Elevation 92 - 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 5.31 0.00 -5.31 -489 -62 7
45 15.02 3.76 15.02 -3.76 -345 -1444 5 90 21.24 0.00 21.24 0.00 0 -2017 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
32 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.24 0.00 0.00 -21.24 -1921 0 0
45 15.02 3.76 3.76 -15.02 -1348 -345 3 90 0.00 5.31 5.31 0.00 34 -489 4
6 ANT TV 0.25x1.0m - Elevation 88 - 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 6.29 0.00 -6.29 -554 78 -8
45 17.80 4.45 17.80 -4.45 -392 -1488 -6 90 25.17 0.00 25.17 0.00 0 -2137 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 25.17 0.00 0.00 -25.17 -2257 0 0
45 17.80 4.45 4.45 -17.80 -1608 -392 -3 90 0.00 6.29 6.29 0.00 -42 -554 -4
6 ANT TV 0.25x1.0m - Elevation 88 - 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 6.29 0.00 -6.29 -554 -78 8
45 17.80 4.45 17.80 -4.45 -392 -1644 6 90 25.17 0.00 25.17 0.00 0 -2293 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 25.17 0.00 0.00 -25.17 -2173 0 0
45 17.80 4.45 4.45 -17.80 -1524 -392 3 90 0.00 6.29 6.29 0.00 42 -554 4
6 ANT TV 0.25x1.0m - Elevation 83 - 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 6.19 0.00 -6.19 -514 78 -8
45 17.50 4.38 17.50 -4.38 -363 -1375 -6 90 24.75 0.00 24.75 0.00 0 -1977 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
33 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 24.75 0.00 0.00 -24.75 -2097 0 0
45 17.50 4.38 4.38 -17.50 -1495 -363 -3 90 0.00 6.19 6.19 0.00 -42 -514 -4
6 ANT TV 0.25x1.0m - Elevation 83 - 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 6.19 0.00 -6.19 -514 -78 8
45 17.50 4.38 17.50 -4.38 -363 -1531 6 90 24.75 0.00 24.75 0.00 0 -2133 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 24.75 0.00 0.00 -24.75 -2013 0 0
45 17.50 4.38 4.38 -17.50 -1411 -363 3 90 0.00 6.19 6.19 0.00 42 -514 4
3 ANT TV 0.30x1.20m - Elevation 72 - 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 3.96 0.00 -3.96 -285 73 -8
45 10.50 2.80 10.50 -2.80 -202 -683 -6 90 14.85 0.00 14.85 0.00 0 -997 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.85 0.00 0.00 -14.85 -1121 0 0
45 10.50 2.80 2.80 -10.50 -808 -202 -4 90 0.00 3.96 3.96 0.00 -51 -285 -6
3 ANT TV 0.30x1.20m - Elevation 72 - 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 3.96 0.00 -3.96 -285 -73 8
45 10.50 2.80 10.50 -2.80 -202 -829 6 90 14.85 0.00 14.85 0.00 0 -1142 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
34 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.85 0.00 0.00 -14.85 -1018 0 0
45 10.50 2.80 2.80 -10.50 -705 -202 4 90 0.00 3.96 3.96 0.00 51 -285 6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 3.91 0.00 -3.91 -268 73 -8
45 10.36 2.76 10.36 -2.76 -189 -636 -6 90 14.64 0.00 14.64 0.00 0 -930 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.64 0.00 0.00 -14.64 -1054 0 0
45 10.36 2.76 2.76 -10.36 -761 -189 -4 90 0.00 3.91 3.91 0.00 -51 -268 -6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 3.91 0.00 -3.91 -268 -73 8
45 10.36 2.76 10.36 -2.76 -189 -782 6 90 14.64 0.00 14.64 0.00 0 -1076 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.64 0.00 0.00 -14.64 -952 0 0
45 10.36 2.76 2.76 -10.36 -658 -189 4 90 0.00 3.91 3.91 0.00 51 -268 6
Discrete Appurtenance Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -306.41 -25971 0 0
45 216.66 -216.66 -18365 -18365 0 90 306.41 0.00 0 -25971 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
35 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Dish Pressures - No Ice
Elevation
m Dish
Description
Aiming
Azimuth
°
Weight
kg Offsetx
m
Offsetz
m
Kz
AA
m2
qz
kPa
27.0000 8 FT DISH 45.0000 113.85 3.1506 -3.1506 1.326 4.6730 0.90 24.0000 8 FT DISH 225.0000 113.85 -3.4029 3.4029 1.282 4.6730 0.87 18.0000 8 FT DISH 135.0000 113.85 3.9074 3.9074 1.181 4.6730 0.80 18.0000 8 FT DISH 225.0000 113.85 -3.9074 3.9074 1.181 4.6730 0.80 7.5000 ANT GRIP 1.0x2.50m 135.0000 45.00 5.0965 5.0965 1.000 2.5447 0.68
Sum Weight:
500.40
Dish Vectors - No Ice
8 FT DISH - Elevation 27 - From Leg B
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 775.85 0.00 0.00 0.00 -775.85 -21307 -359 2444
45 0.004260 0.000000 0.000000 775.85 0.00 0.00 548.61 -548.61 -15171 -15171 0 90 0.004260 0.000000 0.000000 775.85 0.00 0.00 775.85 0.00 -359 -21307 -2444
8 FT DISH - Elevation 24 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 750.17 0.00 0.00 0.00 -750.17 -17617 387 -2553
45 0.004260 0.000000 0.000000 750.17 0.00 0.00 530.45 -530.45 -12343 -12343 0 90 0.004260 0.000000 0.000000 750.17 0.00 0.00 750.17 0.00 387 -17617 2553
8 FT DISH - Elevation 18 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 690.98 0.00 0.00 0.00 -690.98 -11993 -445 2700
45 0.004260 0.000000 0.000000 690.98 0.00 0.00 488.59 -488.59 -8350 -9240 3818 90 0.004260 0.000000 0.000000 690.98 0.00 0.00 690.98 0.00 445 -12882 2700
8 FT DISH - Elevation 18 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 690.98 0.00 0.00 0.00 -690.98 -11993 445 -2700
45 0.004260 0.000000 0.000000 690.98 0.00 0.00 488.59 -488.59 -8350 -8350 0 90 0.004260 0.000000 0.000000 690.98 0.00 0.00 690.98 0.00 445 -11993 2700
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.001520 0.000000 0.000000 113.69 0.00 0.00 0.00 -113.69 -623 -229 579
45 0.001520 0.000000 0.000000 113.69 0.00 0.00 80.39 -80.39 -374 -832 819 90 0.001520 0.000000 0.000000 113.69 0.00 0.00 113.69 0.00 229 -1082 579
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
36 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Dish Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -3021.66 -63532 -201 471
45 2136.64 -2136.64 -44588 -45936 4638 90 3021.66 0.00 1148 -64880 6088
Dish Pressures - Service
Elevation
m Dish
Description
Aiming
Azimuth
°
Weight
kg Offsetx
m
Offsetz
m
Kz
AA
m2
qz
kPa
27.0000 8 FT DISH 45.0000 113.85 3.1506 -3.1506 1.326 4.6730 0.23 24.0000 8 FT DISH 225.0000 113.85 -3.4029 3.4029 1.282 4.6730 0.22 18.0000 8 FT DISH 135.0000 113.85 3.9074 3.9074 1.181 4.6730 0.20 18.0000 8 FT DISH 225.0000 113.85 -3.9074 3.9074 1.181 4.6730 0.20 7.5000 ANT GRIP 1.0x2.50m 135.0000 45.00 5.0965 5.0965 1.000 2.5447 0.17
Sum Weight:
500.40
Dish Vectors - Service
8 FT DISH - Elevation 27 - From Leg B
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 193.96 0.00 0.00 0.00 -193.96 -5596 -359 611
45 0.004260 0.000000 0.000000 193.96 0.00 0.00 137.15 -137.15 -4062 -4062 0 90 0.004260 0.000000 0.000000 193.96 0.00 0.00 193.96 0.00 -359 -5596 -611
8 FT DISH - Elevation 24 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 187.54 0.00 0.00 0.00 -187.54 -4114 387 -638
45 0.004260 0.000000 0.000000 187.54 0.00 0.00 132.61 -132.61 -2795 -2795 0 90 0.004260 0.000000 0.000000 187.54 0.00 0.00 187.54 0.00 387 -4114 638
8 FT DISH - Elevation 18 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 172.74 0.00 0.00 0.00 -172.74 -2665 -445 675
45 0.004260 0.000000 0.000000 172.74 0.00 0.00 122.15 -122.15 -1754 -2644 955 90 0.004260 0.000000 0.000000 172.74 0.00 0.00 172.74 0.00 445 -3554 675
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
37 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
8 FT DISH - Elevation 18 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 172.74 0.00 0.00 0.00 -172.74 -2665 445 -675
45 0.004260 0.000000 0.000000 172.74 0.00 0.00 122.15 -122.15 -1754 -1754 0 90 0.004260 0.000000 0.000000 172.74 0.00 0.00 172.74 0.00 445 -2665 675
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.001520 0.000000 0.000000 28.42 0.00 0.00 0.00 -28.42 16 -229 145
45 0.001520 0.000000 0.000000 28.42 0.00 0.00 20.10 -20.10 79 -380 205 90 0.001520 0.000000 0.000000 28.42 0.00 0.00 28.42 0.00 229 -443 145
Dish Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -755.42 -15022 -201 118
45 534.16 -534.16 -10286 -11635 1159 90 755.42 0.00 1148 -16371 1522
User Load Vectors - No Ice
CxMANTENIMIENTO - Elevation 99
Wind
Azimuth
°
Offsetx
m
Offsetz
m
F
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.0000 0.0000 0.00 0.00 0.00 0 0 0
45 0.0000 0.0000 0.00 0.00 0.00 0 0 0 90 0.0000 0.0000 0.00 0.00 0.00 0 0 0
User Load Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 0.00 0 0 0
45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
38 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
User Load Vectors - Service
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 - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 0.00 0 0 0
45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0
Force Totals
Load
Case Vertical
Forces
kg
Sum of
Forces
X
kg
Sum of
Forces
Z
kg
Sum of
Overturning
Moments, Mx
kg-m
Sum of
Overturning
Moments, Mz
kg-m
Sum of Torques
kg-m Leg Weight 11462.47 Bracing Weight 11322.21 Total Member Self-Weight 22784.67 3030 -201 Total Weight 25471.81 3030 -201 Wind 0 deg - No Ice 0.00 -26295.58 -1137884 -201 471 Wind 45 deg - No Ice 20996.52 -20996.52 -925206 -928437 9555 Wind 90 deg - No Ice 26295.58 0.00 3030 -1141114 12228 Total Weight 25471.81 3030 -201 Wind 0 deg - Service 0.00 -6573.90 -284081 -201 118 Wind 45 deg - Service 5249.13 -5249.13 -230911 -232260 2389 Wind 90 deg - Service 6573.90 0.00 1148 -285429 3057
Load Combinations
Comb.
No.
Description
1 Dead Only 2 Dead+Wind 0 deg - No Ice 3 Dead+Wind 45 deg - No Ice 4 Dead+Wind 90 deg - No Ice 5 Dead+Wind 0 deg - Service 6 Dead+Wind 45 deg - Service 7 Dead+Wind 90 deg - Service
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
39 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Maximum Member Forces
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
T1 99 - 93 Leg Max Tension 3 1076.50 14 14 Max. Compression 3 -1023.96 -11 -11 Max. Mx 4 -329.94 24 0 Max. My 4 123.52 0 -24 Max. Vy 4 -63.07 -22 0 Max. Vx 4 63.07 0 22 Diagonal Max Tension 4 365.40 0 0 Max. Compression 3 -493.04 0 0 Max. Mx 3 -55.07 3 -12 Max. My 3 -486.24 1 14 Max. Vy 3 -3.89 3 -12 Max. Vx 3 -11.33 1 14 Top Girt Max Tension 3 41.15 0 0 Max. Compression 1 0.00 0 0 Max. Mx 1 7.20 -1 0 Max. My 3 40.98 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.01 0 0 Mid Girt Max Tension 3 170.45 0 0 Max. Compression 4 -60.88 0 0 Max. Mx 1 37.02 -1 0 Max. My 3 103.88 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0
T2 93 - 87 Leg Max Tension 3 5837.70 17 17 Max. Compression 3 -5969.84 -19 -18 Max. Mx 4 -4017.89 -30 4 Max. My 4 3123.63 -4 30 Max. Vy 4 75.51 -30 4 Max. Vx 4 -75.48 -4 30 Diagonal Max Tension 3 1144.41 0 0 Max. Compression 3 -1326.63 0 0 Max. Mx 3 1139.02 1 -7 Max. My 3 -1322.54 0 19 Max. Vy 3 2.42 1 -7 Max. Vx 3 15.48 0 0 Top Girt Max Tension 3 247.96 0 0 Max. Compression 4 -143.08 0 0 Max. Mx 1 43.72 -1 0 Max. My 3 247.58 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 545.98 0 0 Max. Compression 4 -426.30 0 0 Max. Mx 1 61.78 -1 0 Max. My 3 502.86 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0
T3 87 - 81 Leg Max Tension 3 15560.57 35 36 Max. Compression 3 -15951.27 -124 -124 Max. Mx 3 -15951.27 -124 -124 Max. My 3 -15951.27 -124 -124 Max. Vy 3 -145.39 -55 15 Max. Vx 3 -140.42 14 -54 Diagonal Max Tension 3 2505.54 0 0 Max. Compression 3 -2386.64 0 0 Max. Mx 3 350.77 4 -7 Max. My 3 -2382.56 -3 32
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
40 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Vy 3 -4.86 4 -7 Max. Vx 3 25.98 0 0 Top Girt Max Tension 4 699.42 0 0 Max. Compression 4 -569.22 0 0 Max. Mx 1 67.42 -1 0 Max. My 3 622.66 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1202.00 0 0 Max. Compression 4 -1032.63 0 0 Max. Mx 1 87.61 -1 0 Max. My 3 968.61 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0
T4 81 - 78 Leg Max Tension 3 14068.29 -60 -59 Max. Compression 3 -13958.42 -17 -11 Max. Mx 3 -13885.78 -124 -124 Max. My 3 -13885.78 -124 -124 Max. Vy 3 107.19 -80 57 Max. Vx 3 -101.13 55 61 Diagonal Max Tension 3 2992.07 0 0 Max. Compression 3 -3278.21 0 0 Max. Mx 4 -1352.27 -2 0 Max. My 3 2992.07 0 1 Max. Vy 4 2.10 0 0 Max. Vx 3 -1.33 0 0 Top Girt Max Tension 3 284.69 0 0 Max. Compression 3 -169.21 0 0 Max. Mx 4 -36.26 -1 0 Max. My 3 284.69 0 0 Max. Vy 4 3.77 0 0 Max. Vx 3 -0.46 0 0
T5 78 - 75 Leg Max Tension 3 13986.28 55 61 Max. Compression 3 -14025.23 -10 -9 Max. Mx 3 -392.98 -80 58 Max. My 3 -348.16 52 -74 Max. Vy 2 92.39 63 -15 Max. Vx 4 98.36 -19 67 Diagonal Max Tension 4 2036.70 0 0 Max. Compression 3 -2617.22 0 0 Max. Mx 4 -441.63 -3 0 Max. My 3 1817.03 0 1 Max. Vy 4 4.04 0 0 Max. Vx 3 -1.33 0 0 Horizontal Max Tension 3 206.57 2 19 Max. Compression 3 -226.90 1 20 Max. Mx 4 20.45 3 5 Max. My 3 190.09 2 22 Max. Vy 4 -6.03 3 5 Max. Vx 3 -20.91 0 0
T6 75 - 69 Leg Max Tension 3 21308.86 30 36 Max. Compression 3 -22883.98 -42 -38 Max. Mx 4 -14433.47 -58 7 Max. My 4 12102.32 -7 58 Max. Vy 4 -125.93 -56 10 Max. Vx 4 125.74 -11 56 Diagonal Max Tension 3 2751.16 0 0 Max. Compression 3 -2902.54 0 0 Max. Mx 3 756.52 4 1 Max. My 3 -2883.62 2 -3 Max. Vy 3 -5.80 4 1
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
41 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Vx 3 1.80 2 -3 Top Girt Max Tension 4 2593.81 0 0 Max. Compression 4 -2172.83 0 0 Max. Mx 1 217.84 -7 0 Max. My 3 -1751.54 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1399.72 0 0 Max. Compression 4 -1174.93 0 0 Max. Mx 1 118.96 -7 0 Max. My 3 -965.14 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0
T7 69 - 63 Leg Max Tension 3 32259.96 38 43 Max. Compression 3 -33999.80 -42 -38 Max. Mx 3 -2008.88 -61 59 Max. My 4 18436.42 -14 61 Max. Vy 4 -120.35 -58 7 Max. Vx 4 120.17 -8 58 Diagonal Max Tension 3 3737.51 0 0 Max. Compression 3 -3787.14 0 0 Max. Mx 3 742.38 5 15 Max. My 4 -1503.81 3 -31 Max. Vy 3 -6.21 5 15 Max. Vx 4 -14.91 0 0 Top Girt Max Tension 4 1926.45 0 0 Max. Compression 4 -1635.68 0 0 Max. Mx 1 147.13 -7 0 Max. My 3 -1346.21 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2159.96 0 0 Max. Compression 4 -2027.96 0 0 Max. Mx 1 164.94 -7 0 Max. My 3 -1670.83 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0
T8 63 - 57 Leg Max Tension 3 46433.28 44 49 Max. Compression 3 -47887.75 -51 -47 Max. Mx 3 -2963.03 -89 85 Max. My 3 -2963.03 -89 85 Max. Vy 4 95.81 -73 18 Max. Vx 4 -95.80 -20 74 Diagonal Max Tension 3 4430.75 0 0 Max. Compression 3 -4211.08 0 0 Max. Mx 3 1085.95 5 26 Max. My 4 -1475.13 3 -41 Max. Vy 3 -6.34 5 26 Max. Vx 4 -19.96 0 0 Top Girt Max Tension 4 2204.38 0 0 Max. Compression 4 -2175.38 0 0 Max. Mx 1 161.21 -7 0 Max. My 3 -1794.32 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2206.09 0 0 Max. Compression 4 -2219.03 0 0 Max. Mx 1 158.12 -7 0 Max. My 3 -1913.21 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
42 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
T9 57 - 51 Leg Max Tension 3 63505.51 53 58 Max. Compression 3 -63835.91 -69 -66 Max. Mx 3 -4202.56 -125 117 Max. My 3 -4032.12 113 -121 Max. Vy 4 100.82 -103 37 Max. Vx 4 -101.01 -44 106 Diagonal Max Tension 3 5127.86 0 0 Max. Compression 3 -4715.43 0 0 Max. Mx 3 1401.79 5 -33 Max. My 4 -1445.61 3 -50 Max. Vy 3 -6.48 5 -33 Max. Vx 4 -24.22 0 0 Top Girt Max Tension 4 2216.35 0 0 Max. Compression 2 -2353.21 0 0 Max. Mx 1 158.13 -7 0 Max. My 3 -2062.50 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2203.85 0 0 Max. Compression 4 -2341.76 0 0 Max. Mx 1 156.29 -7 0 Max. My 3 -2181.43 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0
T10 51 - 45 Leg Max Tension 3 83811.83 23 29 Max. Compression 3 -81999.62 -201 -206 Max. Mx 3 -6091.49 -218 184 Max. My 3 -5879.01 179 -211 Max. Vy 3 -172.81 -218 184 Max. Vx 3 -160.31 179 -211 Diagonal Max Tension 3 7823.46 5 35 Max. Compression 3 -4985.19 0 0 Max. Mx 3 1783.42 6 -74 Max. My 4 -1424.27 1 -86 Max. Vy 3 -7.01 6 -74 Max. Vx 4 -41.62 0 0 Top Girt Max Tension 3 2264.35 0 0 Max. Compression 3 -2412.36 0 0 Max. Mx 1 167.53 -7 0 Max. My 3 -2412.09 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2136.96 0 0 Max. Compression 3 -2323.01 0 0 Max. Mx 1 205.35 -7 0 Max. My 3 -2319.69 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0
T11 45 - 39 Leg Max Tension 3 86853.83 185 184 Max. Compression 3 -83924.96 -150 -127 Max. Mx 3 -7142.22 -376 320 Max. My 3 -6900.52 303 -357 Max. Vy 3 224.78 -376 320 Max. Vx 4 -222.26 -103 300 Diagonal Max Tension 4 9365.33 0 0 Max. Compression 3 -3716.51 0 0 Max. Mx 3 -849.39 16 -26 Max. My 4 -993.72 4 -82 Max. Vy 3 10.86 16 -26 Max. Vx 4 28.40 0 0 Top Girt Max Tension 4 2528.05 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
43 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Compression 4 -3201.41 0 0 Max. Mx 4 2528.05 -7 0 Max. My 3 1711.90 0 1 Max. Vy 4 9.73 0 0 Max. Vx 3 -0.82 0 0
T12 39 - 33 Leg Max Tension 3 84046.96 132 156 Max. Compression 3 -80340.16 -129 -111 Max. Mx 3 -7699.75 -386 305 Max. My 3 -7587.09 292 -365 Max. Vy 2 192.86 287 -94 Max. Vx 4 202.49 -110 299 Diagonal Max Tension 3 1849.93 0 0 Max. Compression 3 -1512.99 0 0 Max. Mx 3 -1489.33 13 -73 Max. My 3 -1489.33 13 -73 Max. Vy 3 11.86 13 -73 Max. Vx 3 22.91 0 0
T13 33 - 27 Leg Max Tension 3 80990.93 144 170 Max. Compression 3 -76687.71 -176 -192 Max. Mx 2 44199.32 303 -62 Max. My 4 44198.10 -55 295 Max. Vy 2 -197.25 303 -62 Max. Vx 4 -203.21 -55 295 Diagonal Max Tension 3 514.83 0 0 Max. Compression 3 -1099.87 0 0 Max. Mx 3 286.63 14 6 Max. My 3 322.86 10 13 Max. Vy 3 13.57 14 6 Max. Vx 3 -4.45 0 0
T14 27 - 21 Leg Max Tension 3 80418.07 202 196 Max. Compression 3 -75851.04 -432 -314 Max. Mx 4 -51379.68 -643 87 Max. My 4 43744.57 -197 660 Max. Vy 4 412.92 -643 87 Max. Vx 4 -419.92 -197 660 Diagonal Max Tension 4 6511.51 0 0 Max. Compression 3 -1109.54 0 0 Max. Mx 3 4445.21 23 33 Max. My 4 -918.17 15 -105 Max. Vy 3 20.34 23 33 Max. Vx 4 27.18 0 0 Top Girt Max Tension 3 775.38 0 0 Max. Compression 3 -987.88 0 0 Max. Mx 4 -795.28 -47 0 Max. My 3 -968.78 0 4 Max. Vy 4 32.03 0 0 Max. Vx 3 -2.69 0 0
T15 21 - 15 Leg Max Tension 3 81895.27 337 478 Max. Compression 3 -77631.89 -222 -45 Max. Mx 4 -53037.19 -645 76 Max. My 4 43981.19 -216 654 Max. Vy 4 -511.74 -645 76 Max. Vx 4 519.98 -216 654 Diagonal Max Tension 4 5396.37 0 0 Max. Compression 4 -1878.74 0 0 Max. Mx 3 4149.75 26 -37 Max. My 4 -961.37 19 -80 Max. Vy 3 23.01 26 -37 Max. Vx 4 19.27 0 0 Top Girt Max Tension 2 1110.42 0 0 Max. Compression 2 -1917.99 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
44 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Mx 4 -1916.65 -65 0 Max. My 3 -1791.55 0 5 Max. Vy 4 37.53 0 0 Max. Vx 3 -3.16 0 0
T16 15 - 12 Leg Max Tension 3 77235.56 28 215 Max. Compression 3 -69831.00 -768 -755 Max. Mx 3 77127.40 938 1014 Max. My 3 77127.40 938 1014 Max. Vy 3 -389.35 938 1014 Max. Vx 3 -364.84 938 1014 Diagonal Max Tension 4 9753.92 0 0 Max. Compression 4 -11188.24 0 0 Max. Mx 3 -7903.70 -22 0 Max. My 3 6345.58 0 2 Max. Vy 3 17.81 0 0 Max. Vx 3 -1.90 0 0 Top Girt Max Tension 4 9479.51 0 0 Max. Compression 4 -8902.74 0 0 Max. Mx 4 -8902.74 170 0 Max. My 3 -6998.63 0 -14 Max. Vy 4 -86.05 0 0 Max. Vx 3 7.24 0 0
T17 12 - 0 Leg Max Tension 3 78007.37 947 1006 Max. Compression 3 -71564.71 0 0 Max. Mx 2 41344.24 -1067 447 Max. My 4 41359.08 403 -1176 Max. Vy 2 538.57 824 447 Max. Vx 4 578.38 403 846 Diagonal Max Tension 3 8503.50 0 0 Max. Compression 3 -10131.40 0 0 Max. Mx 3 -2788.08 -219 0 Max. My 4 -8269.81 0 -75 Max. Vy 3 64.74 0 0 Max. Vx 4 22.19 0 0 Horizontal Max Tension 3 4093.80 0 0 Max. Compression 3 -4248.08 0 0 Max. Mx 4 -3227.32 55 2 Max. My 4 -2792.70 33 -17 Max. Vy 4 43.72 55 2 Max. Vx 4 9.15 33 -17 Inner Bracing Max Tension 3 599.25 0 0 Max. Compression 3 -1321.85 0 0 Max. Mx 6 122.86 -48 0 Max. My 2 -707.34 0 0 Max. Vy 6 32.48 0 0 Max. Vx 2 0.22 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
45 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Maximum Reactions
Location Condition Gov.
Load
Comb.
Vertical
kg
Horizontal, X
kg
Horizontal, Z
kg
Leg D Max. Vert 1 6485.39 1166.60 -1142.71 Max. Hx 1 6485.39 1166.60 -1142.71 Max. Hz 3 -78465.46 -12951.62 12578.72 Min. Vert 3 -78465.46 -12951.62 12578.72 Min. Hx 3 -78465.46 -12951.62 12578.72 Min. Hz 1 6485.39 1166.60 -1142.71
Leg C Max. Vert 4 54200.01 -8050.37 -10217.46 Max. Hx 2 -41176.04 8195.80 5383.80 Max. Hz 2 -41176.04 8195.80 5383.80 Min. Vert 2 -41176.04 8195.80 5383.80 Min. Hx 4 54200.01 -8050.37 -10217.46 Min. Hz 4 54200.01 -8050.37 -10217.46
Leg B Max. Vert 3 76454.12 -12723.84 13140.79 Max. Hx 1 6250.50 -1120.94 1144.84 Max. Hz 3 76454.12 -12723.84 13140.79 Min. Vert 1 6250.50 -1120.94 1144.84 Min. Hx 3 76454.12 -12723.84 13140.79 Min. Hz 1 6250.50 -1120.94 1144.84
Leg A Max. Vert 2 53913.92 10453.72 7762.54 Max. Hx 2 53913.92 10453.72 7762.54 Max. Hz 2 53913.92 10453.72 7762.54 Min. Vert 4 -41426.66 -5139.67 -8479.80 Min. Hx 4 -41426.66 -5139.67 -8479.80 Min. Hz 4 -41426.66 -5139.67 -8479.80
Tower Mast Reaction Summary
Load
Combination Vertical
kg
Shearx
kg
Shearz
kg
Overturning
Moment, Mx kg-m
Overturning
Moment, Mz kg-m
Torque
kg-m Dead Only 25471.80 -0.00 -0.01 3030 -199 0 Dead+Wind 0 deg - No Ice 25473.79 -0.00 -26297.24 -1146064 -230 463 Dead+Wind 45 deg - No Ice 25471.39 20988.54 -20988.64 -931750 -935031 9546 Dead+Wind 90 deg - No Ice 25473.30 26296.42 -0.09 3001 -1149301 12225 Dead+Wind 0 deg - Service 25471.81 -0.00 -6573.40 -284217 -200 117 Dead+Wind 45 deg - Service 25471.80 5248.69 -5248.70 -230678 -233923 2390 Dead+Wind 90 deg - Service 25471.81 6573.40 -0.00 3044 -287459 3060
Solution Summary
Load
Comb.
Sum of Applied Forces Sum of Reactions
% Error PX
kg
PY
kg
PZ
kg
PX
kg
PY
kg
PZ
kg
1 -0.00 -25471.81 0.00 0.00 25471.80 0.01 0.000% 2 0.00 -25471.81 -26295.58 0.00 25473.79 26297.24 0.007% 3 20996.52 -25471.81 -20996.52 -20988.54 25471.39 20988.64 0.029% 4 26295.58 -25471.81 0.00 -26296.42 25473.30 0.09 0.005% 5 -0.00 -25471.81 -6573.90 0.00 25471.81 6573.40 0.002% 6 5249.13 -25471.81 -5249.13 -5248.69 25471.80 5248.70 0.002% 7 6573.90 -25471.81 0.00 -6573.40 25471.81 0.00 0.002%
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
46 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Non-Linear Convergence Results
Load
Combination
Converged? Number
of Cycles
Displacement
Tolerance
Force
Tolerance
1 Yes 10 0.00000001 0.00009926 2 No 200 0.01592506 0.00000000 3 No 200 0.01341897 0.00000000 4 No 200 0.01592241 0.00000000 5 Yes 18 0.00009196 0.00013711 6 Yes 18 0.00009980 0.00014989 7 Yes 18 0.00009201 0.00013727
Maximum Tower Deflections - Service Wind
Section
No.
Elevation
m
Horz.
Deflection
mm
Gov.
Load
Comb.
Tilt
°
Twist
°
T1 99 - 93 427.87 6 0.4838 0.0204 T2 93 - 87 377.16 6 0.4815 0.0203 T3 87 - 81 326.90 6 0.4683 0.0199 T4 81 - 78 278.61 6 0.4369 0.0187 T5 78 - 75 256.21 6 0.4213 0.0170 T6 75 - 69 234.86 6 0.4082 0.0162 T7 69 - 63 192.47 6 0.3862 0.0155 T8 63 - 57 152.75 6 0.3528 0.0144 T9 57 - 51 116.58 6 0.3147 0.0128
T10 51 - 45 84.49 6 0.2715 0.0109 T11 45 - 39 57.38 6 0.2157 0.0085 T12 39 - 33 38.97 6 0.1557 0.0059 T13 33 - 27 24.98 6 0.1160 0.0045 T14 27 - 21 14.51 6 0.0864 0.0037 T15 21 - 15 6.77 6 0.0609 0.0034 T16 15 - 12 1.34 6 0.0382 0.0026 T17 12 - 0 0.95 6 0.0320 0.0020
Critical Deflections and Radius of Curvature - Service Wind
Elevation
m
Appurtenance Gov.
Load
Comb.
Deflection
mm
Tilt
°
Twist
°
Radius of
Curvature
m
99.0000 CxMANTENIMIENTO 6 427.87 0.4838 0.0204 453124 96.0000 6 ANT TV 0.20x0.80m 6 402.49 0.4833 0.0204 230194 92.0000 6 ANT TV 0.20x0.80m 6 368.73 0.4805 0.0203 70738 88.0000 6 ANT TV 0.25x1.0m 6 335.20 0.4719 0.0200 27880 83.0000 6 ANT TV 0.25x1.0m 6 294.29 0.4482 0.0194 8493 72.0000 3 ANT TV 0.30x1.20m 6 213.53 0.3976 0.0158 34239 68.5000 3 ANT TV 0.30x1.20m 6 189.03 0.3839 0.0154 10490 27.0000 8 FT DISH 6 14.51 0.0864 0.0037 12188 24.0000 8 FT DISH 6 10.43 0.0734 0.0036 20975 18.0000 8 FT DISH 6 3.45 0.0483 0.0031 7455 7.5000 ANT GRIP 1.0x2.50m 6 0.74 0.0216 0.0013 102659
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
47 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Maximum Tower Deflections - Design Wind
Section
No.
Elevation
m
Horz.
Deflection
mm
Gov.
Load
Comb.
Tilt
°
Twist
°
T1 99 - 93 1781.67 3 2.0424 0.0819 T2 93 - 87 1567.61 3 2.0337 0.0816 T3 87 - 81 1355.15 3 1.9787 0.0798 T4 81 - 78 1150.75 3 1.8345 0.0749 T5 78 - 75 1057.96 3 1.7569 0.0682 T6 75 - 69 969.43 3 1.6974 0.0649 T7 69 - 63 793.22 3 1.6048 0.0622 T8 63 - 57 628.22 3 1.4647 0.0577 T9 57 - 51 478.17 3 1.3048 0.0516
T10 51 - 45 345.16 3 1.1244 0.0438 T11 45 - 39 233.07 3 0.8880 0.0346 T12 39 - 33 157.42 3 0.6324 0.0239 T13 33 - 27 101.12 3 0.4699 0.0183 T14 27 - 21 58.62 3 0.3516 0.0148 T15 21 - 15 27.22 3 0.2467 0.0138 T16 15 - 12 5.30 3 0.1539 0.0103 T17 12 - 0 3.89 3 0.1285 0.0081
Critical Deflections and Radius of Curvature - Design Wind
Elevation
m
Appurtenance Gov.
Load
Comb.
Deflection
mm
Tilt
°
Twist
°
Radius of
Curvature
m
99.0000 CxMANTENIMIENTO 3 1781.67 2.0424 0.0819 90571 96.0000 6 ANT TV 0.20x0.80m 3 1674.54 2.0404 0.0819 46010 92.0000 6 ANT TV 0.20x0.80m 3 1532.04 2.0295 0.0813 19328 88.0000 6 ANT TV 0.25x1.0m 3 1390.38 1.9942 0.0801 7817 83.0000 6 ANT TV 0.25x1.0m 3 1216.66 1.8885 0.0778 1544 72.0000 3 ANT TV 0.30x1.20m 3 880.79 1.6524 0.0634 8512 68.5000 3 ANT TV 0.30x1.20m 3 778.91 1.5953 0.0619 2477 27.0000 8 FT DISH 3 58.62 0.3516 0.0148 2916 24.0000 8 FT DISH 3 42.03 0.2987 0.0143 5054 18.0000 8 FT DISH 3 13.78 0.1951 0.0123 1816 7.5000 ANT GRIP 1.0x2.50m 3 3.13 0.0868 0.0050 20797
Bolt Design Data
Section
No.
Elevation
m
Component
Type
Bolt
Grade
Bolt Size
mm
Number
Of
Bolts
Maximum
Load per
Bolt
kg
Allowable
Load
kg
Ratio
Load
Allowable
Allowable
Ratio
Criteria
T1 99 Leg A394T0 16 4 90.28 5528.16 0.016
1.333 Bearing
Diagonal A394T0 16 1 493.04 3699.61 0.133
1.333 Member Bearing
Top Girt A394T0 16 1 41.15 2774.71 0.015
1.333 Member Bearing
T2 93 Leg A394T0 16 6 746.82 5528.16 0.135
1.333 Bearing
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
48 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Component
Type
Bolt
Grade
Bolt Size
mm
Number
Of
Bolts
Maximum
Load per
Bolt
kg
Allowable
Load
kg
Ratio
Load
Allowable
Allowable
Ratio
Criteria
Diagonal A394T0 16 1 1144.41 2774.71 0.412
1.333 Member Bearing
Top Girt A394T0 16 1 247.96 2774.71 0.089
1.333 Member Bearing
T3 87 Leg A394T0 16 8 2213.54 6910.21 0.320
1.333 Bearing
Diagonal A394T0 16 1 2505.54 2774.71 0.903
1.333 Member Bearing
Top Girt A394T0 16 1 699.42 2774.71 0.252
1.333 Member Bearing
T4 81 Leg A394T0 16 8 3517.07 6910.21 0.509
1.333 Bearing
Diagonal A394T0 16 1 2992.07 2774.71 1.078
1.333 Member Bearing
Top Girt A394T0 16 1 284.70 2774.71 0.103
1.333 Member Bearing
T5 78 Leg A394T0 16 8 3506.31 6910.21 0.507
1.333 Bearing
Diagonal A394T0 16 1 2036.70 2774.71 0.734
1.333 Member Bearing
T6 75 Leg A394T0 16 8 4646.51 8292.26 0.560
1.333 Bearing
Diagonal A394T0 16 2 1451.27 3699.61 0.392
1.333 Member Bearing
T7 69 Leg A394T0 19 8 7045.20 9950.69 0.708
1.333 Bearing
Diagonal A394T0 16 2 1893.57 3699.61 0.512
1.333 Member Bearing
T8 63 Leg A394T0 19 8 10207.42 9950.69 1.026
1.333 Bearing
Diagonal A394T0 16 2 2215.37 3699.61 0.599
1.333 Member Bearing
T9 57 Leg A394T0 19 8 13913.13 9950.69 1.398 1.333 Bearing
Diagonal A394T0 16 2 2563.93 3699.61 0.693
1.333 Member Bearing
T10 51 Leg A394T0 19 8 18302.96 9950.69 1.839 1.333 Bearing
Diagonal A394T0 16 2 3911.73 3699.61 1.057
1.333 Member Bearing
T11 45 Leg A394T0 19 8 21713.47 9950.69 2.182 1.333 Bearing
Diagonal A394T0 16 2 4682.66 4932.82 0.949
1.333 Member Bearing
Top Girt A394T0 16 1 2528.05 2774.71 0.911
1.333 Member Bearing
T12 39 Leg A394T0 19 16 10505.88 9950.69 1.056
1.333 Bearing
Diagonal A394T0 16 2 924.96 4932.82 0.188
1.333 Member Bearing
T13 33 Leg A394T0 19 16 10123.87 9950.69 1.017
1.333 Bearing
Diagonal A394T0 16 2 549.94 4932.82 0.111
1.333 Member Bearing
T14 27 Leg A394T0 19 16 10052.38 9950.69 1.010
1.333 Bearing
Diagonal A394T0 16 2 3255.76 4932.82 0.660
1.333 Member Bearing
T15 21 Leg A394T0 19 16 10236.90 9950.69 1.029
1.333 Bearing
Diagonal A394T0 16 2 2698.19 4932.82 0.547
1.333 Member Bearing
T16 15 Leg A394T0 19 12 12872.59 9979.03 1.290
1.333 Bolt SS
Diagonal A394T0 16 2 5594.11 4932.82 1.134
1.333 Member Bearing
T17 12 Leg A394T0 19 10 15601.49 9979.03 1.563 1.333 Bolt SS
Diagonal A394T0 16 3 3377.13 7399.23 0.456
1.333 Member Bearing
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
49 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Compression Checks
Leg Design Data (Compression)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T1 99 - 93 L76x76x6 6.0000 2.0000 66.5 K=0.50
148765 929 -1023.96 14093.26 0.073
T2 93 - 87 L102x102x6 6.0000 2.0000 49.5
K=0.50 144987 1252 -5969.82 18504.49 0.323
T3 87 - 81 L102x102x8 6.0000 2.0000 49.8
K=0.50 168136 1548 -15951.26 26547.18 0.601
T4 81 - 78 L102x102x8 3.0435 3.0435 75.7
K=0.50 136863 1548 -13958.40 21609.51 0.646
T5 78 - 75 L102x102x8 3.0435 3.0435 75.7
K=0.50 136863 1548 -14025.22 21609.51 0.649
T6 75 - 69 L102x102x10 6.0000 3.0000 74.9
K=0.50 137925 1845 -22883.97 25951.16 0.882
T7 69 - 63 L102x102x10 6.0000 3.0000 74.9
K=0.50 137925 1845 -33999.80 25951.16 1.310
T8 63 - 57 L127x127x10 6.0000 3.0000 59.7
K=0.50 156898 2329 -47887.57 37262.35 1.285
T9 57 - 51 L152x152x10 6.0000 3.0000 49.6
K=0.50 144905 2813 -63835.89 41563.86 1.536
H1-3 (1.54 CR) - 239
T10 51 - 45 L152x152x10 6.0000 3.0000 49.6 K=0.50
144905 2813 -81999.54 41563.86 1.973
H1-3 (1.97 CR) - 267
T11 45 - 39 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -83925.04 41484.57 2.023
bolt (2.11 CR) - 295
T12 39 - 33 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -80340.30 41484.57 1.937
H1-3 (1.94 CR) - 311
T13 33 - 27 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -76687.52 41484.57 1.849
H1-3 (1.85 CR) - 323
T14 27 - 21 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -75851.10 41484.57 1.828
H1-3 (1.83 CR) - 335
T15 21 - 15 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -77631.90 41484.57 1.871
H1-3 (1.87 CR) - 351
T16 15 - 12 L152x152x13 3.0212 3.0212 50.4 K=0.50
167461 3710 -69831.02 63347.37 1.102
T17 12 - 0 L152x152x13 12.2744 12.2744 51.2
K=0.13 166604 3710 -71564.65 63023.50 1.136
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
50 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Diagonal Design Data (Compression)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T1 99 - 93 L38x38x5 2.4413 1.1542 99.5 K=1.00
89910 340 -493.04 3119.25 0.158
T2 93 - 87 L38x38x5 2.4413 1.1321 97.6
K=1.00 91562 340 -1326.63 3176.54 0.418
T3 87 - 81 L38x38x5 2.4413 1.1321 97.6
K=1.00 91562 340 -2386.64 3176.54 0.751
T4 81 - 78 L51x51x5 3.1018 2.9020 185.2
K=1.00 30028 461 -3278.21 1412.48 2.321
H1-3 (2.32 CR) - 136
T5 78 - 75 L51x51x5 3.3410 3.2255 205.8 K=1.00
24305 461 -2617.22 1143.29 2.289
KL/R > 200 (C) - 150
T6 75 - 69 L51x51x5 4.1379 1.9952 127.3 K=1.00
63523 461 -2902.54 2988.02 0.971
T7 69 - 63 L51x51x5 4.1379 1.9952 127.3
K=1.00 63523 461 -3787.14 2988.02 1.267
T8 63 - 57 L51x51x5 4.1379 1.9768 126.1
K=1.00 64714 461 -4211.08 3044.02 1.383
H1-3 (1.38 CR) - 224
T9 57 - 51 L51x51x5 4.1379 1.9583 125.0 K=1.00
65918 461 -4715.41 3100.66 1.521
H1-3 (1.52 CR) - 252
T10 51 - 45 L51x51x5 4.1379 1.9583 125.0 K=1.00
65918 461 -4985.21 3100.66 1.608
H1-3 (1.61 CR) - 280
T11 45 - 39 L51x51x6 6.8925 3.8097 123.1 K=0.50
67757 605 -3716.51 4181.22 0.889
T12 39 - 33 L51x51x6 7.4360 4.0189 129.9
K=0.50 61013 605 -1512.99 3765.04 0.402
T13 33 - 27 L51x51x6 8.0696 4.2997 139.0
K=0.50 53303 605 -1099.87 3289.28 0.334
T14 27 - 21 L64x64x6 8.7737 4.6292 118.5
K=0.50 72370 768 -1109.54 5665.69 0.196
T15 21 - 15 L64x64x6 9.5328 4.9937 127.8
K=0.50 63009 768 -1878.73 4932.86 0.381
T16 15 - 12 L64x64x6 4.9645 4.8689 249.3
K=1.00 16570 768 -11188.22 1297.25 8.625
KL/R > 200 (C) - 377
T17 12 - 0 L102x102x10 13.5511 13.3870 107.1 K=0.25
83122 1845 -10131.40 15639.69 0.648
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
51 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Horizontal Design Data (Compression)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T5 78 - 75 L64x64x5 2.1250 2.0234 102.4 K=1.00
87375 582 -226.90 5184.88 0.044
T17 12 - 0 L102x102x6 8.4000 4.1238 64.9
K=0.50 113615 1252 -4248.08 14500.54 0.293
Top Girt Design Data (Compression)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T2 93 - 87 L51x51x5 1.4000 1.3238 84.5 K=1.00
102389 461 -143.08 4816.25 0.030
T3 87 - 81 L51x51x5 1.4000 1.2984 82.8
K=1.00 103663 461 -569.22 4876.16 0.117
T4 81 - 78 L51x51x5 1.4000 1.2984 82.8
K=1.00 103663 461 -169.21 4876.16 0.035
T6 75 - 69 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -2172.83 3158.57 0.688
T7 69 - 63 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -1635.68 3158.57 0.518
T8 63 - 57 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -2175.38 3158.57 0.689
T9 57 - 51 L64x64x5 2.8500 2.7230 137.8
K=1.00 54225 582 -2353.21 3217.77 0.731
T10 51 - 45 L64x64x5 2.8500 2.6976 136.5
K=1.00 55251 582 -2412.36 3278.65 0.736
T11 45 - 39 L64x64x5 2.8500 2.6976 136.5
K=1.00 55251 582 -3201.42 3278.65 0.976
T14 27 - 21 L76x76x6 5.8770 5.7246 121.2
K=0.50 69734 929 -987.88 6606.21 0.150
T15 21 - 15 L76x76x6 6.8860 6.7336 142.5
K=0.50 50684 929 -1917.99 4801.50 0.399
T16 15 - 12 2L76x76x6x10 7.8950 7.7426 163.9
K=0.50 38334 1858 -8902.75 7263.24 1.226
Mid Girt Design Data (Compression)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T1 99 - 93 L51x51x5 1.4000 1.3238 84.5 K=1.00
102389 461 -60.88 4816.25 0.013
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
52 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T2 93 - 87 L51x51x5 1.4000 1.2984 82.8 K=1.00
103663 461 -426.30 4876.16 0.087
T3 87 - 81 L51x51x5 1.4000 1.2984 82.8
K=1.00 103663 461 -1032.63 4876.16 0.212
T6 75 - 69 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -1174.93 3158.57 0.372
T7 69 - 63 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -2027.96 3158.57 0.642
T8 63 - 57 L64x64x5 2.8500 2.7230 137.8
K=1.00 54225 582 -2219.02 3217.77 0.690
T9 57 - 51 L64x64x5 2.8500 2.6976 136.5
K=1.00 55251 582 -2341.76 3278.65 0.714
T10 51 - 45 L64x64x5 2.8500 2.6976 136.5
K=1.00 55251 582 -2323.01 3278.65 0.709
Inner Bracing Design Data (Compression)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T17 12 - 0 L76x76x6 5.9397 5.9397 197.5 K=0.50
26394 929 -1321.85 2500.47 0.529
Tension Checks
Leg Design Data (Tension)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T1 99 - 93 L76x76x6 6.0000 2.0000 84.7 224080 687 1076.50 15699.97 0.069
T2 93 - 87 L102x102x6 6.0000 2.0000 63.0 224080 1010 5837.69 23070.85 0.253
T3 87 - 81 L102x102x8 6.0000 2.0000 63.5 224080 1246 15502.07 28470.01 0.545
T4 81 - 78 L102x102x8 3.0435 3.0435 96.6 224080 1246 14068.31 28470.01 0.494
T5 78 - 75 L102x102x8 3.0435 3.0435 96.6 224080 1246 13986.30 28470.01 0.491
T6 75 - 69 L102x102x10 6.0000 3.0000 96.0 224080 1482 21273.99 33869.21 0.628
T7 69 - 63 L102x102x10 6.0000 3.0000 96.0 224080 1422 32259.95 32487.16 0.993
T8 63 - 57 L127x127x10 6.0000 3.0000 75.7 224080 1906 46433.36 43543.47 1.066
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
53 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T9 57 - 51 L152x152x10 6.0000 3.0000 62.8 224080 2390 63505.67 54599.84 1.163
T10 51 - 45 L152x152x10 6.0000 3.0000 62.8 224080 2390 83811.65 54599.84 1.535
bolt (1.84 CR) - 265
T11 45 - 39 L152x152x10 6.0423 6.0423 126.5 224080 2390 86853.89 54599.84 1.591
bolt (2.18 CR) - 293
T12 39 - 33 L152x152x10 6.0423 6.0423 126.5 224080 2390 84047.06 54599.84 1.539
H2-1 (1.54 CR) - 309
T13 33 - 27 L152x152x10 6.0423 6.0423 126.5 224080 2390 80990.75 54599.84 1.483
H2-1 (1.48 CR) - 321
T14 27 - 21 L152x152x10 6.0423 6.0423 126.5 224080 2390 80419.23 54599.84 1.473
H2-1 (1.47 CR) - 333
T15 21 - 15 L152x152x10 6.0423 6.0423 126.5 224080 2390 81895.22 54599.84 1.500
H2-1 (1.50 CR) - 349
T16 15 - 12 L152x152x13 3.0212 3.0212 63.9 224080 3145 77235.46 71866.29 1.075
T17 12 - 0 L152x152x13 12.2744 12.2744 259.8 224080 3145 78007.48 71866.29 1.085
Diagonal Design Data (Tension)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T1 99 - 93 L38x38x5 2.4413 1.1542 99.5 199948 249 365.40 5086.95 0.072
T2 93 - 87 L38x38x5 2.4413 1.1321 97.6 199948 249 1144.41 5086.95 0.225
T3 87 - 81 L38x38x5 2.4413 1.1321 97.6 199948 249 2505.54 5086.95 0.493
T4 81 - 78 L51x51x5 3.1018 2.9020 185.2 148927 461 2992.07 7005.28 0.427
T5 78 - 75 L51x51x5 3.3410 3.2255 205.8 148927 461 2036.70 7005.28 0.291
T6 75 - 69 L51x51x5 4.1379 1.9952 127.3 148927 461 2751.16 7005.28 0.393
T7 69 - 63 L51x51x5 4.1379 1.9952 127.3 148927 461 3737.51 7005.28 0.534
T8 63 - 57 L51x51x5 4.1379 1.9768 126.1 148927 461 4430.75 7005.28 0.632
T9 57 - 51 L51x51x5 4.1379 1.9583 125.0 148927 461 5127.86 7005.28 0.732
T10 51 - 45 L51x51x5 4.1379 1.9583 125.0 148927 461 7823.47 7005.28 1.117
T11 45 - 39 L51x51x6 6.8925 3.8097 246.3 148927 605 9365.32 9190.15 1.019
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
54 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T12 39 - 33 L51x51x6 7.4360 4.0189 259.8 148927 605 1849.93 9190.15 0.201
T13 33 - 27 L51x51x6 8.0696 4.2997 278.0 148927 605 514.83 9190.15 0.056
T14 27 - 21 L64x64x6 8.7737 4.6292 237.0 148927 768 6511.50 11659.14 0.558
T15 21 - 15 L64x64x6 9.5328 4.9937 255.7 148927 768 5396.39 11659.14 0.463
T16 15 - 12 L64x64x6 4.9645 4.8689 249.3 148927 768 9753.92 11659.14 0.837
T17 12 - 0 L102x102x10 13.5511 13.3870 428.5 148927 1845 8503.50 28021.13 0.303
Horizontal Design Data (Tension)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T5 78 - 75 L64x64x5 2.1250 2.0234 102.4 148927 582 206.57 8837.43 0.023
T17 12 - 0 L102x102x6 8.4000 4.1238 129.9 148927 1252 4093.80 19007.34 0.215
Top Girt Design Data (Tension)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T1 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 41.15 7005.28 0.006
T2 93 - 87 L51x51x5 1.4000 1.3238 84.5 148927 461 247.96 7005.28 0.035
T3 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 699.42 7005.28 0.100
T4 81 - 78 L51x51x5 1.4000 1.2984 82.8 148927 461 284.70 7005.28 0.041
T6 75 - 69 L64x64x5 2.8500 2.7484 139.1 148927 582 2593.81 8837.43 0.294
T7 69 - 63 L64x64x5 2.8500 2.7484 139.1 148927 582 1926.45 8837.43 0.218
T8 63 - 57 L64x64x5 2.8500 2.7484 139.1 148927 582 2204.38 8837.43 0.249
T9 57 - 51 L64x64x5 2.8500 2.7230 137.8 148927 582 2216.35 8837.43 0.251
T10 51 - 45 L64x64x5 2.8500 2.6976 136.5 148927 582 2264.35 8837.43 0.256
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
55 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T11 45 - 39 L64x64x5 2.8500 2.6976 136.5 148927 582 2528.05 8837.43 0.286
T14 27 - 21 L76x76x6 5.8770 5.7246 242.3 148927 929 775.38 14108.54 0.055
T15 21 - 15 L76x76x6 6.8860 6.7336 285.1 148927 929 1110.42 14108.54 0.079
T16 15 - 12 2L76x76x6x10 7.8950 7.7426 327.8 148927 1858 9479.49 28217.08 0.336
Mid Girt Design Data (Tension)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T1 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 170.45 7005.28 0.024
T2 93 - 87 L51x51x5 1.4000 1.2984 82.8 148927 461 545.98 7005.28 0.078
T3 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 1202.00 7005.28 0.172
T6 75 - 69 L64x64x5 2.8500 2.7484 139.1 148927 582 1399.72 8837.43 0.158
T7 69 - 63 L64x64x5 2.8500 2.7484 139.1 148927 582 2159.96 8837.43 0.244
T8 63 - 57 L64x64x5 2.8500 2.7230 137.8 148927 582 2206.09 8837.43 0.250
T9 57 - 51 L64x64x5 2.8500 2.6976 136.5 148927 582 2203.85 8837.43 0.249
T10 51 - 45 L64x64x5 2.8500 2.6976 136.5 148927 582 2136.96 8837.43 0.242
Inner Bracing Design Data (Tension)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T17 12 - 0 L76x76x6 5.9397 5.9397 251.4 148927 929 599.25 14108.54 0.042
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
56 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section Capacity Table
Section
No.
Elevation
m
Component
Type
Size Critical
Element
P
kg
SF*Pallow
kg
%
Capacity
Pass
Fail
T1 99 - 93 Leg L76x76x6 3 -1023.96 18786.31 5.5 Pass Diagonal L38x38x5 16 -493.04 4157.96 11.9 Pass Top Girt L51x51x5 6 41.15 9338.04 0.4
1.1 (b) Pass
Mid Girt L51x51x5 10 170.45 9338.04 1.8 Pass T2 93 - 87 Leg L102x102x6 43 -5969.82 24666.48 24.2 Pass
Diagonal L38x38x5 56 -1326.63 4234.32 31.3 Pass Top Girt L51x51x5 46 247.96 9338.04 2.7
6.7 (b) Pass
Mid Girt L51x51x5 52 -426.30 6499.93 6.6 Pass T3 87 - 81 Leg L102x102x8 83 -15951.26 35387.39 45.1 Pass
Diagonal L38x38x5 96 -2386.64 4234.32 56.4 67.7 (b)
Pass
Top Girt L51x51x5 88 -569.22 6499.93 8.8 18.9 (b)
Pass
Mid Girt L51x51x5 92 -1032.63 6499.93 15.9 Pass T4 81 - 78 Leg L102x102x8 123 -13958.40 28805.48 48.5 Pass
Diagonal L51x51x5 136 -3278.21 1882.83 174.1 Fail Top Girt L51x51x5 128 284.70 9338.04 3.0
7.7 (b) Pass
T5 78 - 75 Leg L102x102x8 143 -14025.22 28805.48 48.7 Pass Diagonal L51x51x5 150 -2617.22 1524.01 171.7 Fail Horizontal L64x64x5 129 -226.90 6911.44 3.3 Pass
T6 75 - 69 Leg L102x102x10 155 -22883.97 34592.90 66.2 Pass Diagonal L51x51x5 168 -2902.54 3983.03 72.9 Pass Top Girt L64x64x5 160 -2172.83 4210.37 51.6 Pass Mid Girt L64x64x5 164 -1174.93 4210.37 27.9 Pass
T7 69 - 63 Leg L102x102x10 183 -33999.80 34592.90 98.3 Pass Diagonal L51x51x5 196 -3787.14 3983.03 95.1 Pass Top Girt L64x64x5 188 -1635.68 4210.37 38.8 Pass Mid Girt L64x64x5 192 -2027.96 4210.37 48.2 Pass
T8 63 - 57 Leg L127x127x10 211 -47887.57 49670.71 96.4 Pass Diagonal L51x51x5 224 -4211.08 4057.68 103.8 Fail Top Girt L64x64x5 216 -2175.38 4210.37 51.7 Pass Mid Girt L64x64x5 220 -2219.02 4289.28 51.7 Pass
T9 57 - 51 Leg L152x152x10 239 -63835.89 55404.62 115.2 Fail Diagonal L51x51x5 252 -4715.41 4133.18 114.1 Fail Top Girt L64x64x5 241 -2353.21 4289.28 54.9 Pass Mid Girt L64x64x5 248 -2341.76 4370.44 53.6 Pass
T10 51 - 45 Leg L152x152x10 267 -81999.54 55404.62 148.0 Fail Diagonal L51x51x5 280 -4985.21 4133.18 120.6 Fail Top Girt L64x64x5 272 -2412.36 4370.44 55.2 Pass Mid Girt L64x64x5 273 -2323.01 4370.44 53.2 Pass
T11 45 - 39 Leg L152x152x10 295 -83925.04 55298.93 151.8 163.7 (b)
Fail
Diagonal L51x51x6 307 9365.32 12250.47 76.4 Pass Top Girt L64x64x5 298 -3201.42 4370.44 73.3 Pass
T12 39 - 33 Leg L152x152x10 311 -80340.30 55298.93 145.3 Fail Diagonal L51x51x6 320 -1512.99 5018.79 30.1 Pass
T13 33 - 27 Leg L152x152x10 323 -76687.52 55298.93 138.7 Fail Diagonal L51x51x6 330 -1099.87 4384.60 25.1 Pass
T14 27 - 21 Leg L152x152x10 335 -75851.10 55298.93 137.2 Fail Diagonal L64x64x6 347 6511.50 15541.64 41.9
49.5 (b) Pass
Top Girt L76x76x6 337 -987.88 8806.08 11.2 Pass T15 21 - 15 Leg L152x152x10 351 -77631.90 55298.93 140.4 Fail
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
57 of 57
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Date
14:22:15 09/10/13
BOGOTA D.C., - COLOMBIA.
Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Designed by
Ing. C. Londoño M.
Section
No.
Elevation
m
Component
Type
Size Critical
Element
P
kg
SF*Pallow
kg
%
Capacity
Pass
Fail
Diagonal L64x64x6 363 5396.39 15541.64 34.7 41.0 (b)
Pass
Top Girt L76x76x6 353 -1917.99 6400.40 30.0 Pass T16 15 - 12 Leg L152x152x13 367 -69831.02 84442.04 82.7
96.8 (b) Pass
Diagonal L64x64x6 377 -11188.22 1729.24 647.0 Fail Top Girt 2L76x76x6x10 372 -8902.75 9681.90 92.0 Pass
T17 12 - 0 Leg L152x152x13 387 -71564.65 84010.33 85.2 117.3 (b)
Fail
Diagonal L102x102x10 394 -10131.40 20847.70 48.6 Pass Horizontal L102x102x6 379 -4248.08 19329.21 22.0 Pass Inner Bracing L76x76x6 398 -1321.85 3333.13 39.7 Pass Summary Leg (T11) 163.7 Fail Diagonal
(T16) 647.0 Fail
Horizontal (T17)
22.0 Pass
Top Girt (T16)
92.0 Pass
Mid Girt (T9)
53.6 Pass
Inner Bracing (T17)
39.7 Pass
Bolt Checks 163.7 Fail RATING = 647.0 Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99m C. ACTUAL EB. CERRO LA PITA.eri
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA DE DEFLEXIONES-TC99m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri
Dwg No. E-5
TIA/EIA-222-F - Service - 60 kph Maximum Values
0
0
500
500
Deflection (mm)
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
Ele
va
tio
n (
m)
0
0
0.5
0.5
Tilt (deg)0
0
0.05
0.05
0.1
0.1
Twist (deg)
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA CABLES GUIA DE ONDA-TC99m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri
Dwg No. E-7
Feedline Distribution Chart
0.0000 - 99.0000Round Flat App In Face App Out Face Truss Leg
Face A
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
99.0000
Ele
va
tio
n (
m)
Face B
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
Face C
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
Face D
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
99.0000
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
7/8
(1 A
NT
MW
E)
7/8
(1 A
NT
MW
E)
(2)
7/8
(2 A
NT
MW
E)
7/8
(1 A
NT
GR
IP E
)
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA DE ESFUERZOS-TC99m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION ACTUAL.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99m C. ACTUAL EB. LA PITA\TC99m C. ACTUAL EB. LA PITA.eri
Dwg No. E-8
Stress Distribution Chart
0.0000 - 99.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress
Face A Face B Face C Face D
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
99.0000
Ele
va
tio
n (
m)
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
99.0000
DOLMEN Integración de Proyectos
Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
CONDICION NUEVA.
EB. CERRO LA PITA.
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: SILUETA DE CALCULO-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri
Dwg No. E-1
105.0 m
100.8 m
99.0 m
93.0 m
87.0 m
81.0 m
78.0 m
75.0 m
69.0 m
63.0 m
57.0 m
51.0 m
45.0 m
39.0 m
33.0 m
27.0 m
21.0 m
15.0 m
12.0 m
0.0 m
REACTIONS - 120 kph WINDTORQUE 15436 kg-m
33329 kgSHEAR
1621489 kg-mMOMENT
27340 kgAXIAL
SHEAR: 23605 kgUPLIFT: -106438 kgDOWN: 83863 kg
MAX. CORNER REACTIONS AT BASE:
S
ection
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
T13
T14
T15
T16
T17
T18
T19
Legs
L76x76x6
L102x102x6
L102x102x8
L102x102x10
L127x127x10
L152x152x10
L152x152x13
Leg G
rade
A572-5
0
D
iagonals
L38x38x5
L51x51x5
L51x51x6
L64x64x6
L102x102x10
D
iagonal G
rade
A36
T
op G
irts
L38x38x5
L51x51x5
N.A
.L64x64x5
N.A
.L76x76x6
AN
.A.
M
id G
irts
N.A
.L51x51x5
N.A
.L64x64x5
N.A
.
H
orizonta
lsL38x38x5
N.A
.B
N.A
.L102x102x6
In
ner
Bra
cin
gN
.A.
L76x76x6
F
ace W
idth
(m
)0.6
1.4
2.1
25
2.8
53.8
59
4.8
68
5.8
77
6.8
86
7.8
95
8.4
12.0
5
# P
anels
@ (
m)
6 @
0.7
C9 @
212 @
35 @
61 @
31 @
12
W
eig
ht (k
g)
330.1
152.0
588.4
679.6
763.5
387.1
425.3
1037.2
1037.2
1173.9
1310.6
1310.6
1271.4
1224.3
1260.4
1692.0
1791.0
1577.7
5254.5
23266.7
CxMANTENIMIENTO 105AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 102.5AT15-250 (N) 102.5AT15-250 (N) 102.5AT15-250 (N) 101.5AT15-250 (N) 101.5AT15-250 (N) 101.56 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 833 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.58 FT DISH (1 ANT MW Ø2.40m E) 278 FT DISH (1 ANT MW Ø2.40m E) 248 FT DISH (1 ANT MW Ø2.40m E) 188 FT DISH (1 ANT MW Ø2.40m E) 18ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATIONCxMANTENIMIENTO 105
AT15-250 (N) 104.5
AT15-250 (N) 104.5
AT15-250 (N) 104.5
AT15-250 (N) 104.5
AT15-250 (N) 103.5
AT15-250 (N) 103.5
AT15-250 (N) 103.5
AT15-250 (N) 103.5
AT15-250 (N) 102.5
AT15-250 (N) 102.5
AT15-250 (N) 102.5
AT15-250 (N) 101.5
AT15-250 (N) 101.5
AT15-250 (N) 101.5
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
8 FT DISH (1 ANT MW Ø2.40m E) 27
8 FT DISH (1 ANT MW Ø2.40m E) 24
8 FT DISH (1 ANT MW Ø2.40m E) 18
8 FT DISH (1 ANT MW Ø2.40m E) 18
ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5
SYMBOL LISTMARK MARKSIZE SIZE
A 2L76x76x6x10
B L64x64x5
C 2 @ 0.9
MATERIAL STRENGTHGRADE GRADEFy FyFu Fu
A572-50 344738 kPa 448159 kPa A36 248211 kPa 399896 kPa
TOWER DESIGN NOTES1. Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard.2. Deflections are based upon a 60 kph wind.3. Weld together tower sections have flange connections.4. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM
A153 Standards.6. Welds are fabricated with ER-70S-6 electrodes.7. TOWER RATING: 799.3%
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
1 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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 2 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data
The main tower is a 4x free standing tower with an overall height of 105.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 0.6000 m at the top and 12.0500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply:
Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC
Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs √ Distribute Leg Loads As Uniform √ Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments - Diagonals √ Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification √ Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios √ Use Clear Spans For KL/r √ SR Leg Bolts Resist Compression Use Code Safety Factors - Guys Retension Guys To Initial Tension √ All Leg Panels Have Same Allowable Escalate Ice √ Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients √ Consider Feedline Torque Use Special Wind Profile √ Project Wind Area of Appurt. √ Include Angle Block Shear Check √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Poles √ Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
2 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
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 105.0000-100.8000
0.6000 1 4.2000
T2 100.8000-99.0000
0.6000 1 1.8000
T3 99.0000-93.0000 1.4000 1 6.0000 T4 93.0000-87.0000 1.4000 1 6.0000 T5 87.0000-81.0000 1.4000 1 6.0000 T6 81.0000-78.0000 1.4000 1 3.0000 T7 78.0000-75.0000 2.1250 1 3.0000 T8 75.0000-69.0000 2.8500 1 6.0000 T9 69.0000-63.0000 2.8500 1 6.0000 T10 63.0000-57.0000 2.8500 1 6.0000 T11 57.0000-51.0000 2.8500 1 6.0000 T12 51.0000-45.0000 2.8500 1 6.0000 T13 45.0000-39.0000 2.8500 1 6.0000 T14 39.0000-33.0000 3.8590 1 6.0000 T15 33.0000-27.0000 4.8680 1 6.0000 T16 27.0000-21.0000 5.8770 1 6.0000 T17 21.0000-15.0000 6.8860 1 6.0000 T18 15.0000-12.0000 7.8950 1 3.0000 T19 12.0000-0.0000 8.4000 1 12.0000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
3 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
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 105.0000-100.8000
0.7000 Diag Down No Yes 0 0
T2 100.8000-99.0000
0.9000 Diag Down No Yes 0 0
T3 99.0000-93.0000 2.0000 X Brace No No 0 0 T4 93.0000-87.0000 2.0000 X Brace No No 0 0 T5 87.0000-81.0000 2.0000 X Brace No No 0 0 T6 81.0000-78.0000 3.0000 K Brace Up No Yes 0 0 T7 78.0000-75.0000 3.0000 K Brace Down No Yes 0 0 T8 75.0000-69.0000 3.0000 X Brace No No 0 0 T9 69.0000-63.0000 3.0000 X Brace No No 0 0 T10 63.0000-57.0000 3.0000 X Brace No No 0 0 T11 57.0000-51.0000 3.0000 X Brace No No 0 0 T12 51.0000-45.0000 3.0000 X Brace No No 0 0 T13 45.0000-39.0000 6.0000 X Brace No No 0 0 T14 39.0000-33.0000 6.0000 X Brace No No 0 0 T15 33.0000-27.0000 6.0000 X Brace No No 0 0 T16 27.0000-21.0000 6.0000 X Brace No No 0 0 T17 21.0000-15.0000 6.0000 X Brace No No 0 0 T18 15.0000-12.0000 3.0000 K Brace Up No Yes 0 0 T19 12.0000-0.0000 12.0000 K Brace Down No Yes 0 0
Tower Section Geometry (cont’d)
Tower
Elevation
m
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
T1 105.0000-100.80
00
Equal Angle L76x76x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T2 100.8000-99.000
0
Equal Angle L76x76x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T3 99.0000-93.0000
Equal Angle L76x76x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T4 93.0000-87.0000
Equal Angle L102x102x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T5 87.0000-81.0000
Equal Angle L102x102x8 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T6 81.0000-78.0000
Equal Angle L102x102x8 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T7 78.0000-75.0000
Equal Angle L102x102x8 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T8 75.0000-69.0000
Equal Angle L102x102x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T9 69.0000-63.0000
Equal Angle L102x102x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T10 63.0000-57.0000
Equal Angle L127x127x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T11 57.0000-51.0000
Equal Angle L152x152x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T12 51.0000-45.0000
Equal Angle L152x152x10 A572-50 (344738 kPa)
Equal Angle L51x51x5 A36 (248211 kPa)
T13 Equal Angle L152x152x10 A572-50 Equal Angle L51x51x6 A36
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
4 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Tower
Elevation
m
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
45.0000-39.0000 (344738 kPa) (248211 kPa) T14
39.0000-33.0000 Equal Angle L152x152x10 A572-50
(344738 kPa) Equal Angle L51x51x6 A36
(248211 kPa) T15
33.0000-27.0000 Equal Angle L152x152x10 A572-50
(344738 kPa) Equal Angle L51x51x6 A36
(248211 kPa) T16
27.0000-21.0000 Equal Angle L152x152x10 A572-50
(344738 kPa) Equal Angle L64x64x6 A36
(248211 kPa) T17
21.0000-15.0000 Equal Angle L152x152x10 A572-50
(344738 kPa) Equal Angle L64x64x6 A36
(248211 kPa) T18
15.0000-12.0000 Equal Angle L152x152x13 A572-50
(344738 kPa) Equal Angle L64x64x6 A36
(248211 kPa) T19
12.0000-0.0000 Equal Angle L152x152x13 A572-50
(344738 kPa) Equal Angle L102x102x10 A36
(248211 kPa)
Tower Section Geometry (cont’d)
Tower
Elevation
m
Top Girt
Type
Top Girt
Size
Top Girt
Grade
Bottom Girt
Type
Bottom Girt
Size
Bottom Girt
Grade
T1 105.0000-100.80
00
Equal Angle L38x38x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T2 100.8000-99.000
0
Equal Angle L38x38x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T3 99.0000-93.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T4 93.0000-87.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T5 87.0000-81.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T6 81.0000-78.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T8 75.0000-69.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T9 69.0000-63.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T10 63.0000-57.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T11 57.0000-51.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T12 51.0000-45.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T13 45.0000-39.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T16 27.0000-21.0000
Equal Angle L76x76x6 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T17 21.0000-15.0000
Equal Angle L76x76x6 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T18 15.0000-12.0000
Double Equal Angle
2L76x76x6x10 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
5 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Tower Section Geometry (cont’d)
Tower
Elevation
m
No.
of
Mid
Girts
Mid Girt
Type
Mid Girt
Size
Mid Girt
Grade
Horizontal
Type
Horizontal
Size
Horizontal
Grade
T1 105.0000-100.80
00
None Equal Angle A36 (248211 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T2 100.8000-99.000
0
None Equal Angle A36 (248211 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T3 99.0000-93.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T4 93.0000-87.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T5 87.0000-81.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T6 81.0000-78.0000
None Equal Angle A36 (248211 kPa)
Solid Round 8 A36 (248211 kPa)
T7 78.0000-75.0000
None Equal Angle A36 (248211 kPa)
Equal Angle L64x64x5 A36 (248211 kPa)
T8 75.0000-69.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T9 69.0000-63.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T10 63.0000-57.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T11 57.0000-51.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T12 51.0000-45.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T18 15.0000-12.0000
None Equal Angle A36 (248211 kPa)
Solid Round 8 A36 (248211 kPa)
T19 12.0000-0.0000
None Equal Angle A36 (248211 kPa)
Equal Angle L102x102x6 A36 (248211 kPa)
Tower Section Geometry (cont’d)
Tower
Elevation
m
Secondary
Horizontal Type
Secondary Horizontal
Size
Secondary
Horizontal
Grade
Inner Bracing
Type
Inner Bracing Size
Inner Bracing
Grade
T19 12.0000-0.0000
Solid Round A36 (248211 kPa)
Equal Angle L76x76x6 A36 (248211 kPa)
Tower Section Geometry (cont’d)
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 0.0000 0 A36 1 1 1.5 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
6 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
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
105.0000-100.8000
(248211 kPa)
T2 100.8000-99.0
000
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
T3 99.0000-93.00
00
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
T4 93.0000-87.00
00
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
T5 87.0000-81.00
00
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
T6 81.0000-78.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T7 78.0000-75.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T8 75.0000-69.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T9 69.0000-63.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T10 63.0000-57.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T11 57.0000-51.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T12 51.0000-45.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T13 45.0000-39.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T14 39.0000-33.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T15 33.0000-27.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T16 27.0000-21.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T17 21.0000-15.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T18 15.0000-12.00
00
0.0000 0 A36 (248211 kPa)
1.3 1 1.5 0 0
T19 12.0000-0.000
0
0.0000 0 A36 (248211 kPa)
1.45 1 1.5 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
7 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Tower Section Geometry (cont’d)
K Factors1
Tower
Elevation
m
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Legs X
Brace
Diags
X
Y
K
Brace
Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T1 105.0000-100.
8000
No No 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T2 100.8000-99.0
000
No No 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T3 99.0000-93.00
00
No No 0.5 1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
T4 93.0000-87.00
00
No No 0.5 1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
T5 87.0000-81.00
00
No No 0.5 1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
T6 81.0000-78.00
00
No No 0.5 1 0.5
1 0.5
1 1
1 0.5
1 1
1 1
1 1
T7 78.0000-75.00
00
No No 0.5 1 0.5
1 0.5
1 1
1 0.5
1 1
1 1
1 1
T8 75.0000-69.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T9 69.0000-63.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T10 63.0000-57.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T11 57.0000-51.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T12 51.0000-45.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T13 45.0000-39.00
00
No No 0.25 0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T14 39.0000-33.00
00
No No 0.25 0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T15 33.0000-27.00
00
No No 0.25 0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T16 27.0000-21.00
00
No No 0.25 0.5 0.25
1 1
1 1
0.5 0.25
1 1
1 1
1 1
T17 21.0000-15.00
00
No No 0.25 0.5 0.25
1 1
1 1
0.5 0.25
0.5 0.25
1 1
1 1
T18 15.0000-12.00
No No 0.5 1 1
1 0.25
1 1
0.45 0.25
0.5 0.25
1 1
1 1
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
8 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
K Factors1
Tower
Elevation
m
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Legs X
Brace
Diags
X
Y
K
Brace
Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
00 T19
12.0000-0.0000
No No 0.125 1 1
0.25 0.125
1 1
1 1
0.5 0.25
1 1
0.5 0.5
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.
Tower Section Geometry (cont’d)
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 105.0000-100.
8000
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T2 100.8000-99.0
000
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T3 99.0000-93.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T4 93.0000-87.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T5 87.0000-81.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T6 81.0000-78.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T7 78.0000-75.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T8 75.0000-69.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T9 69.0000-63.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T10 63.0000-57.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T11 57.0000-51.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T12 51.0000-45.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
9 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
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
T13 45.0000-39.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T14 39.0000-33.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T15 33.0000-27.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T16 27.0000-21.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T17 21.0000-15.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T18 15.0000-12.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T19 12.0000-0.000
0
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
Tower Section Geometry (cont’d)
Tower
Elevation
m
Leg
Connection
Type
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No.
T1 105.0000-100.
8000
Sleeve SS 16 A394T0
6 13 A394T0
1 13 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T2 100.8000-99.0
000
Sleeve SS 16 A394T0
6 13 A394T0
1 13 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T3 99.0000-93.00
00
Sleeve SS 16 A394T0
6 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T4 93.0000-87.00
00
Sleeve SS 16 A394T0
6 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T5 87.0000-81.00
00
Sleeve SS 16 A394T0
8 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T6 81.0000-78.00
00
Sleeve SS 16 A394T0
8 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T7 78.0000-75.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
10 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Tower
Elevation
m
Leg
Connection
Type
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No.
T8 75.0000-69.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T9 69.0000-63.00
00
Sleeve SS 19 A394T0
12 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T10 63.0000-57.00
00
Sleeve SS 19 A394T0
12 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T11 57.0000-51.00
00
Sleeve SS 19 A394T0
12 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T12 51.0000-45.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T13 45.0000-39.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T14 39.0000-33.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T15 33.0000-27.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T16 27.0000-21.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T17 21.0000-15.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T18 15.0000-12.00
00
Sleeve SS 19 A394T0
12 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T19 12.0000-0.000
0
Sleeve SS 19 A394T0
10 16 A394T0
3 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Face
or
Leg
Allow
Shield
Component
Type
Placement
m
Total
Number
Number
Per Row
Clear
Spacing
mm
Width or
Diameter
mm
Perimeter
mm
Weight
kglm
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
11 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Description Face
or
Leg
Allow
Shield
Component
Type
Placement
m
Total
Number
Number
Per Row
Clear
Spacing
mm
Width or
Diameter
mm
Perimeter
mm
Weight
kglm
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37
7/8 (1 ANT MW E)
D No Ar (CfAe) 27.0000 - 0.0000 1 1 28 28 0.80
7/8 (1 ANT MW E)
D No Ar (CfAe) 24.0000 - 0.0000 1 1 28 28 0.80
7/8 (2 ANT MW E)
D No Ar (CfAe) 18.0000 - 0.0000 2 2 28 28 0.80
7/8 (1 ANT GRIP E)
D No Ar (CfAe) 7.5000 - 0.0000 1 1 28 28 0.80
1 (4 ANT RF N)
C No Ar (CfAe) 104.0000 - 0.0000 4 4 32 32 0.86
1 (4 ANT RF N)
C No Ar (CfAe) 103.0000 - 0.0000 4 4 32 32 0.86
1 (3 ANT RF N)
C No Ar (CfAe) 102.0000 - 0.0000 3 3 32 32 0.86
1 (3 ANT RF N)
C No Ar (CfAe) 101.0000 - 0.0000 3 3 32 32 0.86
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 105.0000-100.8000
A B C D
0.000 0.000 0.819 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 22.27 0.00
T2 100.8000-99.0000 A B C D
0.000 0.000 0.800 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 21.75 0.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
12 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Tower
Section
Tower
Elevation
m
Face AR
m2
AF
m2
CAAA
In Face
m2
CAAA
Out Face
m2
Weight
kg
T3 99.0000-93.0000 A B C D
0.000 0.000 2.667 0.177
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 4.46
T4 93.0000-87.0000 A B C D
0.000 0.000 2.667 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 17.86
T5 87.0000-81.0000 A B C D
0.000 0.000 2.667 1.179
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 29.76
T6 81.0000-78.0000 A B C D
0.000 0.000 1.333 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 36.25 17.86
T7 78.0000-75.0000 A B C D
0.000 0.000 1.333 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 36.25 17.86
T8 75.0000-69.0000 A B C D
0.000 0.000 2.667 1.503
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 37.95
T9 69.0000-63.0000 A B C D
0.000 0.000 2.667 1.753
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.27
T10 63.0000-57.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T11 57.0000-51.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T12 51.0000-45.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T13 45.0000-39.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T14 39.0000-33.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T15 33.0000-27.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T16 27.0000-21.0000 A B C D
0.000 0.000 2.667 2.022
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 51.88
T17 21.0000-15.0000 A B C D
0.000 0.000 2.667 2.275
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 59.11
T18 15.0000-12.0000 A 0.000 0.000 0.000 0.000 0.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
13 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Tower
Section
Tower
Elevation
m
Face AR
m2
AF
m2
CAAA
In Face
m2
CAAA
Out Face
m2
Weight
kg
B C D
0.000 1.333 1.222
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.00 36.25 31.97
T19 12.0000-0.0000 A B C D
0.000 0.000 5.334 5.100
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00
145.01 133.89
Feed Line Center of Pressure
Section Elevation
m
CPX
mm
CPZ
mm
CPX
Ice
mm
CPZ
Ice
mm
T1 105.0000-100.8000 56 0 56 0 T2 100.8000-99.0000 161 0 161 0 T3 99.0000-93.0000 203 13 203 13 T4 93.0000-87.0000 172 45 172 45 T5 87.0000-81.0000 165 72 165 72 T6 81.0000-78.0000 188 99 188 99 T7 78.0000-75.0000 248 131 248 131 T8 75.0000-69.0000 263 147 263 147 T9 69.0000-63.0000 258 169 258 169
T10 63.0000-57.0000 237 156 237 156 T11 57.0000-51.0000 220 145 220 145 T12 51.0000-45.0000 220 145 220 145 T13 45.0000-39.0000 261 172 261 172 T14 39.0000-33.0000 349 231 349 231 T15 33.0000-27.0000 421 278 421 278 T16 27.0000-21.0000 410 311 410 311 T17 21.0000-15.0000 451 385 451 385 T18 15.0000-12.0000 400 366 400 366 T19 12.0000-0.0000 518 496 518 496
User Defined Loads
Description Elevation
m
Offset
From
Centroid
m
Azimuth
Angle
°
Weight
kg
Fx
kg
Fz
kg
Wind Force
kg
CAAC
m2
CxMANTENIMIENTO 105.0000 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
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
14 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Discrete Tower Loads
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
m
m
m
Azimuth
Adjustment
°
Placement
m
CAAA
Front
m2
CAAA
Side
m2
Weight
kg
6 ANT TV 0.20x0.80m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.25x1.0m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
3 ANT TV 0.30x1.20m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
15 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
m
m
m
Azimuth
Adjustment
°
Placement
m
CAAA
Front
m2
CAAA
Side
m2
Weight
kg
3 ANT TV 0.30x1.20m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
AT15-250 (N)
A From Leg 0.0000 0.0000 0.0000
0.0000 104.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
B From Leg 0.0000 0.0000 0.0000
0.0000 104.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
C From Leg 0.6000 0.0000 0.0000
0.0000 104.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
D From Leg 0.6000 0.0000 0.0000
0.0000 104.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
A From Leg 0.0000 0.0000 0.0000
0.0000 103.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
B From Leg 0.0000 0.0000 0.0000
0.0000 103.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
C From Leg 0.6000 0.0000 0.0000
0.0000 103.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
D From Leg 0.6000 0.0000 0.0000
0.0000 103.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
A From Leg 0.0000 0.0000 0.0000
0.0000 102.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
C From Leg 0.6000 0.0000 0.0000
0.0000 102.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
D From Leg 0.6000 0.0000 0.0000
0.0000 102.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
A From Leg 0.0000 0.0000 0.0000
0.0000 101.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
C From Leg 0.6000 0.0000 0.0000
0.0000 101.5000 No Ice 0.4750 0.2600 10.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
16 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
m
m
m
Azimuth
Adjustment
°
Placement
m
CAAA
Front
m2
CAAA
Side
m2
Weight
kg
AT15-250 (N)
D From Leg 0.6000 0.0000 0.0000
0.0000 101.5000 No Ice 0.4750 0.2600 10.00
Dishes
Description Face
or
Leg
Dish
Type
Offset
Type
Offsets:
Horz
Lateral
Vert
m
Azimuth
Adjustment
°
3 dB
Beam
Width
°
Elevation
m
Outside
Diameter
m
Aperture
Area
m2
Weight
kg
8 FT DISH (1 ANT MW Ø2.40m
E)
B Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 27.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
D Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 24.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
C Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 18.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
D Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 18.0000 2.4384 No Ice 4.6730 113.85
ANT GRIP 1.0x2.50m
(1 ANT GRIP E)
C Grid From Leg
0.3000 0.0000 0.0000
Worst 7.5000 1.8000 No Ice 2.5447 45.00
Tower Pressures - No Ice
GH = 1.079
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T1 105.0000-100.
8000
102.9000 1.943 1.32 2.702 A B C D
0.944 0.944 0.944 0.944
0.000 0.000 0.819 0.000
0.640 67.82 67.82 36.31 67.82
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T2 100.8000-99.0
000
99.9000 1.927 1.31 1.880 A B C D
0.439 0.439 0.439 0.439
0.000 0.000 0.800 0.000
0.288 65.51 65.51 23.21 65.51
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T3 99.0000-93.00
00
96.0000 1.905 1.30 8.659 A B C D
1.644 1.644 1.644 1.644
0.000 0.000 2.667 0.177
0.914 55.63 55.63 21.21 50.22
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
17 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T4 93.0000-87.00
00
90.0000 1.87 1.27 8.737 A B C D
1.938 1.938 1.938 1.938
0.000 0.000 2.667 0.707
1.219 62.92 62.92 26.48 46.10
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T5 87.0000-81.00
00
84.0000 1.834 1.25 8.743 A B C D
1.935 1.935 1.935 1.935
0.000 0.000 2.667 1.179
1.219 63.02 63.02 26.49 39.16
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T6 81.0000-78.00
00
79.5000 1.805 1.23 5.460 A B C D
1.077 1.077 1.077 1.077
0.000 0.000 1.333 0.707
0.618 57.41 57.41 25.65 34.66
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T7 78.0000-75.00
00
76.5000 1.785 1.22 7.635 A B C D
1.182 1.182 1.182 1.182
0.000 0.000 1.333 0.707
0.618 52.32 52.32 24.58 32.73
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T8 75.0000-69.00
00
72.0000 1.755 1.20 17.445 A B C D
2.617 2.617 2.617 2.617
0.000 0.000 2.667 1.503
1.219 46.59 46.59 23.07 29.59
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T9 69.0000-63.00
00
66.0000 1.712 1.17 17.445 A B C D
2.617 2.617 2.617 2.617
0.000 0.000 2.667 1.753
1.219 46.59 46.59 23.07 27.90
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T10 63.0000-57.00
00
60.0000 1.666 1.14 17.523 A B C D
2.944 2.944 2.944 2.944
0.000 0.000 2.667 1.768
1.524 51.76 51.76 27.16 32.34
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T11 57.0000-51.00
00
54.0000 1.616 1.10 17.599 A B C D
3.268 3.268 3.268 3.268
0.000 0.000 2.667 1.768
1.829 55.96 55.96 30.81 36.32
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T12 51.0000-45.00
00
48.0000 1.563 1.07 17.599 A B C D
3.264 3.264 3.264 3.264
0.000 0.000 2.667 1.768
1.829 56.03 56.03 30.83 36.34
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T13 45.0000-39.00
00
42.0000 1.504 1.03 20.628 A B C D
3.218 3.218 3.218 3.218
0.000 0.000 2.667 1.768
1.842 57.23 57.23 31.29 36.94
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T14 39.0000-33.00
00
36.0000 1.44 0.98 26.682 A B C D
3.085 3.085 3.085 3.085
0.000 0.000 2.667 1.768
1.842 59.69 59.69 32.02 37.95
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T15 33.0000-27.00
00
30.0000 1.366 0.93 32.736 A B C D
3.166 3.166 3.166 3.166
0.000 0.000 2.667 1.768
1.842 58.17 58.17 31.57 37.33
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T16 27.0000-21.00
00
24.0000 1.282 0.87 38.790 A B C D
4.039 4.039 4.039 4.039
0.000 0.000 2.667 2.022
1.842 45.60 45.60 27.46 30.39
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T17 21.0000-15.00
00
18.0000 1.181 0.80 44.844 A B C D
4.249 4.249 4.249 4.249
0.000 0.000 2.667 2.275
1.842 43.35 43.35 26.63 28.23
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T18 15.0000-12.00
00
13.5000 1.088 0.74 24.700 A B C D
2.768 2.768 2.768 2.768
0.000 0.000 1.333 1.222
0.921 33.27 33.27 22.45 23.08
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
18 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T19 12.0000-0.000
0
6.0000 1 0.68 123.738 A B C D
10.584 10.584 10.584 10.584
0.000 0.000 5.334 5.100
3.741 35.35 35.35 23.50 23.85
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
Tower Pressure - Service
GH = 1.079
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T1 105.0000-100.
8000
102.9000 1.943 0.33 2.702 A B C D
0.944 0.944 0.944 0.944
0.000 0.000 0.819 0.000
0.640 67.82 67.82 36.31 67.82
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T2 100.8000-99.0
000
99.9000 1.927 0.33 1.880 A B C D
0.439 0.439 0.439 0.439
0.000 0.000 0.800 0.000
0.288 65.51 65.51 23.21 65.51
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T3 99.0000-93.00
00
96.0000 1.905 0.32 8.659 A B C D
1.644 1.644 1.644 1.644
0.000 0.000 2.667 0.177
0.914 55.63 55.63 21.21 50.22
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T4 93.0000-87.00
00
90.0000 1.87 0.32 8.737 A B C D
1.938 1.938 1.938 1.938
0.000 0.000 2.667 0.707
1.219 62.92 62.92 26.48 46.10
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T5 87.0000-81.00
00
84.0000 1.834 0.31 8.743 A B C D
1.935 1.935 1.935 1.935
0.000 0.000 2.667 1.179
1.219 63.02 63.02 26.49 39.16
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T6 81.0000-78.00
00
79.5000 1.805 0.31 5.460 A B C D
1.077 1.077 1.077 1.077
0.000 0.000 1.333 0.707
0.618 57.41 57.41 25.65 34.66
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T7 78.0000-75.00
00
76.5000 1.785 0.30 7.635 A B C D
1.182 1.182 1.182 1.182
0.000 0.000 1.333 0.707
0.618 52.32 52.32 24.58 32.73
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T8 75.0000-69.00
00
72.0000 1.755 0.30 17.445 A B C D
2.617 2.617 2.617 2.617
0.000 0.000 2.667 1.503
1.219 46.59 46.59 23.07 29.59
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T9 69.0000-63.00
00
66.0000 1.712 0.29 17.445 A B C D
2.617 2.617 2.617 2.617
0.000 0.000 2.667 1.753
1.219 46.59 46.59 23.07 27.90
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T10 63.0000-57.00
00
60.0000 1.666 0.28 17.523 A B C D
2.944 2.944 2.944 2.944
0.000 0.000 2.667 1.768
1.524 51.76 51.76 27.16 32.34
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T11 57.0000-51.00
00
54.0000 1.616 0.28 17.599 A B C
3.268 3.268 3.268
0.000 0.000 2.667
1.829 55.96 55.96 30.81
0.000 0.000 0.000
0.000 0.000 0.000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
19 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
D 3.268 1.768 36.32 0.000 0.000 T12
51.0000-45.0000
48.0000 1.563 0.27 17.599 A B C D
3.264 3.264 3.264 3.264
0.000 0.000 2.667 1.768
1.829 56.03 56.03 30.83 36.34
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T13 45.0000-39.00
00
42.0000 1.504 0.26 20.628 A B C D
3.218 3.218 3.218 3.218
0.000 0.000 2.667 1.768
1.842 57.23 57.23 31.29 36.94
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T14 39.0000-33.00
00
36.0000 1.44 0.25 26.682 A B C D
3.085 3.085 3.085 3.085
0.000 0.000 2.667 1.768
1.842 59.69 59.69 32.02 37.95
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T15 33.0000-27.00
00
30.0000 1.366 0.23 32.736 A B C D
3.166 3.166 3.166 3.166
0.000 0.000 2.667 1.768
1.842 58.17 58.17 31.57 37.33
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T16 27.0000-21.00
00
24.0000 1.282 0.22 38.790 A B C D
4.039 4.039 4.039 4.039
0.000 0.000 2.667 2.022
1.842 45.60 45.60 27.46 30.39
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T17 21.0000-15.00
00
18.0000 1.181 0.20 44.844 A B C D
4.249 4.249 4.249 4.249
0.000 0.000 2.667 2.275
1.842 43.35 43.35 26.63 28.23
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T18 15.0000-12.00
00
13.5000 1.088 0.19 24.700 A B C D
2.768 2.768 2.768 2.768
0.000 0.000 1.333 1.222
0.921 33.27 33.27 22.45 23.08
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T19 12.0000-0.000
0
6.0000 1 0.17 123.738 A B C D
10.584 10.584 10.584 10.584
0.000 0.000 5.334 5.100
3.741 35.35 35.35 23.50 23.85
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
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 105.0000-100.
8000
22.27 330.07 A B C D
0.349 0.349 0.653 0.349
2.427 2.427 1.853 2.427
0.632 0.632 0.787 0.632
1 1 1 1
1 1 1 1
0.944 0.944 1.589 0.944
429.06 102.16 C
T2 100.8000-99.0
000
21.75 151.99 A B C D
0.234 0.234 0.659 0.234
2.84 2.84
1.849 2.84
0.598 0.598 0.792 0.598
1 1 1 1
1 1 1 1
0.439 0.439 1.072 0.439
286.51 159.17 C
T3 99.0000-93.00
00
76.97 588.45 A B C D
0.19 0.19
0.498 0.21
3.024 3.024 2.054 2.936
0.588 0.588 0.696 0.593
1 1 1 1
1 1 1 1
1.644 1.644 3.501 1.749
1027.54 171.26 C
T4 93.0000-87.00
00
90.36 679.60 A B C D
0.222 0.222 0.527 0.303
2.888 2.888 2.002 2.581
0.595 0.595 0.712 0.617
1 1 1 1
1 1 1 1
1.938 1.938 3.836 2.374
1076.84 179.47 C
T5 102.27 763.46 A 0.221 2.89 0.595 1 1 1.935 1055.35 175.89 C
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
20 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
87.0000-81.0000
B C D
0.221 0.526 0.356
2.89 2.003 2.406
0.595 0.711 0.635
1 1 1
1 1 1
1.935 3.832 2.683
T6 81.0000-78.00
00
54.11 387.12 A B C D
0.197 0.197 0.442 0.327
2.992 2.992 2.175 2.499
0.59 0.59
0.669 0.624
1 1 1 1
1 1 1 1
1.077 1.077 1.970 1.519
579.97 193.32 C
T7 78.0000-75.00
00
54.11 425.33 A B C D
0.155 0.155 0.329 0.247
3.182 3.182
2.49 2.785
0.582 0.582 0.625 0.601
1 1 1 1
1 1 1 1
1.182 1.182 2.016 1.607
672.25 224.08 C
T8 75.0000-69.00
00
110.45 1037.16 A B C D
0.15 0.15
0.303 0.236
3.205 3.205
2.58 2.83
0.581 0.581 0.617 0.598
1 1 1 1
1 1 1 1
2.617 2.617 4.262 3.516
1447.02 241.17 C
T9 69.0000-63.00
00
116.78 1037.16 A B C D
0.15 0.15
0.303 0.251
3.205 3.205
2.58 2.773
0.581 0.581 0.617 0.602
1 1 1 1
1 1 1 1
2.617 2.617 4.262 3.672
1411.49 235.25 C
T10 63.0000-57.00
00
117.15 1173.89 A B C D
0.168 0.168
0.32 0.269
3.122 3.122 2.521 2.703
0.584 0.584 0.622 0.607
1 1 1 1
1 1 1 1
2.944 2.944 4.604 4.017
1449.84 241.64 C
T11 57.0000-51.00
00
117.15 1310.62 A B C D
0.186 0.186 0.337 0.286
3.042 3.042 2.465 2.639
0.588 0.588 0.628 0.612
1 1 1 1
1 1 1 1
3.268 3.268 4.943 4.349
1477.03 246.17 C
T12 51.0000-45.00
00
117.15 1310.62 A B C D
0.185 0.185 0.337 0.286
3.043 3.043 2.466
2.64
0.588 0.588 0.628 0.612
1 1 1 1
1 1 1 1
3.264 3.264 4.939 4.345
1427.39 237.90 C
T13 45.0000-39.00
00
117.15 1271.41 A B C D
0.156 0.156 0.285 0.242
3.177 3.177 2.642 2.808
0.582 0.582 0.612
0.6
1 1 1 1
1 1 1 1
3.218 3.218 4.849 4.279
1445.51 240.92 C
T14 39.0000-33.00
00
117.15 1224.28 A B C D
0.116 0.116 0.216 0.182
3.371 3.371 2.914 3.059
0.577 0.577 0.594 0.587
1 1 1 1
1 1 1 1
3.085 3.085 4.669 4.123
1468.65 244.78 C
T15 33.0000-27.00
00
117.15 1260.39 A B C D
0.097 0.097 0.178 0.151
3.467 3.467 3.076 3.202
0.575 0.575 0.586 0.582
1 1 1 1
1 1 1 1
3.166 3.166 4.729 4.194
1490.68 248.45 C
T16 27.0000-21.00
00
124.38 1692.01 A B C D
0.104 0.104 0.173 0.156
3.429 3.429
3.1 3.176
0.576 0.576 0.585 0.582
1 1 1 1
1 1 1 1
4.039 4.039 5.600 5.216
1668.78 278.13 C
T17 21.0000-15.00
00
131.61 1791.05 A B C D
0.095 0.095 0.154 0.145
3.477 3.477 3.185 3.226
0.575 0.575 0.582 0.581
1 1 1 1
1 1 1 1
4.249 4.249 5.801 5.570
1636.45 272.74 C
T18 15.0000-12.00
00
68.22 1577.66 A B C D
0.112 0.112 0.166 0.162
3.389 3.389 3.131 3.151
0.576 0.576 0.584 0.583
1 1 1 1
1 1 1 1
2.768 2.768 3.547 3.481
905.75 301.92 C
T19 12.0000-0.000
0
278.90 5254.48 A B C D
0.086 0.086 0.129 0.127
3.525 3.525 3.307 3.316
0.574 0.574 0.578 0.578
1 1 1 1
1 1 1 1
10.584 10.584 13.670 13.533
3390.36 282.53 C
Sum Weight: 1955.06 23266.74 OTM 1147504 24346.46
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
21 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
kg-m
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 105.0000-100.
8000
22.27 330.07 A B C D
0.349 0.349 0.653 0.349
2.427 2.427 1.853 2.427
0.632 0.632 0.787 0.632
1.2 1.2 1.2 1.2
1.2 1.2 1.2 1.2
1.133 1.133 1.906 1.133
514.88 122.59 C
T2 100.8000-99.0
000
21.75 151.99 A B C D
0.234 0.234 0.659 0.234
2.84 2.84
1.849 2.84
0.598 0.598 0.792 0.598
1.175 1.175
1.2 1.175
1.175 1.175
1.2 1.175
0.516 0.516 1.287 0.516
343.81 191.01 C
T3 99.0000-93.00
00
76.97 588.45 A B C D
0.19 0.19
0.498 0.21
3.024 3.024 2.054 2.936
0.588 0.588 0.696 0.593
1.142 1.142
1.2 1.158
1.142 1.142
1.2 1.158
1.878 1.878 4.201 2.024
1233.05 205.51 C
T4 93.0000-87.00
00
90.36 679.60 A B C D
0.222 0.222 0.527 0.303
2.888 2.888 2.002 2.581
0.595 0.595 0.712 0.617
1.166 1.166
1.2 1.2
1.166 1.166
1.2 1.2
2.260 2.260 4.603 2.849
1292.21 215.37 C
T5 87.0000-81.00
00
102.27 763.46 A B C D
0.221 0.221 0.526 0.356
2.89 2.89
2.003 2.406
0.595 0.595 0.711 0.635
1.166 1.166
1.2 1.2
1.166 1.166
1.2 1.2
2.256 2.256 4.598 3.219
1266.42 211.07 C
T6 81.0000-78.00
00
54.11 387.12 A B C D
0.197 0.197 0.442 0.327
2.992 2.992 2.175 2.499
0.59 0.59
0.669 0.624
1.148 1.148
1.2 1.2
1.148 1.148
1.2 1.2
1.237 1.237 2.364 1.822
695.96 231.99 C
T7 78.0000-75.00
00
54.11 425.33 A B C D
0.155 0.155 0.329 0.247
3.182 3.182
2.49 2.785
0.582 0.582 0.625 0.601
1.116 1.116
1.2 1.186
1.116 1.116
1.2 1.186
1.319 1.319 2.419 1.906
806.70 268.90 C
T8 75.0000-69.00
00
110.45 1037.16 A B C D
0.15 0.15
0.303 0.236
3.205 3.205
2.58 2.83
0.581 0.581 0.617 0.598
1.113 1.113
1.2 1.177
1.113 1.113
1.2 1.177
2.911 2.911 5.114 4.139
1736.42 289.40 C
T9 69.0000-63.00
00
116.78 1037.16 A B C D
0.15 0.15
0.303 0.251
3.205 3.205
2.58 2.773
0.581 0.581 0.617 0.602
1.113 1.113
1.2 1.188
1.113 1.113
1.2 1.188
2.911 2.911 5.114 4.362
1693.79 282.30 C
T10 63.0000-57.00
00
117.15 1173.89 A B C D
0.168 0.168
0.32 0.269
3.122 3.122 2.521 2.703
0.584 0.584 0.622 0.607
1.126 1.126
1.2 1.2
1.126 1.126
1.2 1.2
3.315 3.315 5.525 4.821
1739.81 289.97 C
T11 57.0000-51.00
00
117.15 1310.62 A B C D
0.186 0.186 0.337 0.286
3.042 3.042 2.465 2.639
0.588 0.588 0.628 0.612
1.139 1.139
1.2 1.2
1.139 1.139
1.2 1.2
3.723 3.723 5.931 5.219
1772.43 295.41 C
T12 51.0000-45.00
00
117.15 1310.62 A B C D
0.185 0.185 0.337 0.286
3.043 3.043 2.466
2.64
0.588 0.588 0.628 0.612
1.139 1.139
1.2 1.2
1.139 1.139
1.2 1.2
3.718 3.718 5.926 5.214
1712.87 285.48 C
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
22 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
T13 45.0000-39.00
00
117.15 1271.41 A B C D
0.156 0.156 0.285 0.242
3.177 3.177 2.642 2.808
0.582 0.582 0.612
0.6
1.117 1.117
1.2 1.181
1.117 1.117
1.2 1.181
3.595 3.595 5.819 5.054
1734.61 289.10 C
T14 39.0000-33.00
00
117.15 1224.28 A B C D
0.116 0.116 0.216 0.182
3.371 3.371 2.914 3.059
0.577 0.577 0.594 0.587
1.087 1.087 1.162 1.136
1.087 1.087 1.162 1.136
3.353 3.353 5.423 4.685
1706.12 284.35 C
T15 33.0000-27.00
00
117.15 1260.39 A B C D
0.097 0.097 0.178 0.151
3.467 3.467 3.076 3.202
0.575 0.575 0.586 0.582
1.073 1.073 1.134 1.113
1.073 1.073 1.134 1.113
3.396 3.396 5.361 4.668
1689.89 281.65 C
T16 27.0000-21.00
00
124.38 1692.01 A B C D
0.104 0.104 0.173 0.156
3.429 3.429
3.1 3.176
0.576 0.576 0.585 0.582
1.078 1.078
1.13 1.117
1.078 1.078
1.13 1.117
4.354 4.354 6.326 5.827
1885.15 314.19 C
T17 21.0000-15.00
00
131.61 1791.05 A B C D
0.095 0.095 0.154 0.145
3.477 3.477 3.185 3.226
0.575 0.575 0.582 0.581
1.071 1.071 1.116 1.109
1.071 1.071 1.116 1.109
4.551 4.551 6.472 6.178
1825.73 304.29 C
T18 15.0000-12.00
00
68.22 1577.66 A B C D
0.112 0.112 0.166 0.162
3.389 3.389 3.131 3.151
0.576 0.576 0.584 0.583
1.084 1.084 1.125 1.121
1.084 1.084 1.125 1.121
3.001 3.001 3.989 3.903
1018.55 339.52 C
T19 12.0000-0.000
0
278.90 5254.48 A B C D
0.086 0.086 0.129 0.127
3.525 3.525 3.307 3.316
0.574 0.574 0.578 0.578
1.064 1.064 1.096 1.095
1.064 1.064 1.096 1.095
11.263 11.263 14.988 14.820
3717.47 309.79 C
Sum Weight: 1955.06 23266.74 OTM 1363681 kg-m
28385.85
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 105.0000-100.
8000
22.27 330.07 A B C D
0.349 0.349 0.653 0.349
2.427 2.427 1.853 2.427
0.632 0.632 0.787 0.632
1 1 1 1
1 1 1 1
0.944 0.944 1.589 0.944
107.27 25.54 C
T2 100.8000-99.0
000
21.75 151.99 A B C D
0.234 0.234 0.659 0.234
2.84 2.84
1.849 2.84
0.598 0.598 0.792 0.598
1 1 1 1
1 1 1 1
0.439 0.439 1.072 0.439
71.63 39.79 C
T3 99.0000-93.00
00
76.97 588.45 A B C D
0.19 0.19
0.498 0.21
3.024 3.024 2.054 2.936
0.588 0.588 0.696 0.593
1 1 1 1
1 1 1 1
1.644 1.644 3.501 1.749
256.88 42.81 C
T4 93.0000-87.00
00
90.36 679.60 A B C D
0.222 0.222 0.527 0.303
2.888 2.888 2.002 2.581
0.595 0.595 0.712 0.617
1 1 1 1
1 1 1 1
1.938 1.938 3.836 2.374
269.21 44.87 C
T5 87.0000-81.00
00
102.27 763.46 A B C
0.221 0.221 0.526
2.89 2.89
2.003
0.595 0.595 0.711
1 1 1
1 1 1
1.935 1.935 3.832
263.84 43.97 C
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
23 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
D 0.356 2.406 0.635 1 1 2.683 T6
81.0000-78.0000
54.11 387.12 A B C D
0.197 0.197 0.442 0.327
2.992 2.992 2.175 2.499
0.59 0.59
0.669 0.624
1 1 1 1
1 1 1 1
1.077 1.077 1.970 1.519
144.99 48.33 C
T7 78.0000-75.00
00
54.11 425.33 A B C D
0.155 0.155 0.329 0.247
3.182 3.182
2.49 2.785
0.582 0.582 0.625 0.601
1 1 1 1
1 1 1 1
1.182 1.182 2.016 1.607
168.06 56.02 C
T8 75.0000-69.00
00
110.45 1037.16 A B C D
0.15 0.15
0.303 0.236
3.205 3.205
2.58 2.83
0.581 0.581 0.617 0.598
1 1 1 1
1 1 1 1
2.617 2.617 4.262 3.516
361.75 60.29 C
T9 69.0000-63.00
00
116.78 1037.16 A B C D
0.15 0.15
0.303 0.251
3.205 3.205
2.58 2.773
0.581 0.581 0.617 0.602
1 1 1 1
1 1 1 1
2.617 2.617 4.262 3.672
352.87 58.81 C
T10 63.0000-57.00
00
117.15 1173.89 A B C D
0.168 0.168
0.32 0.269
3.122 3.122 2.521 2.703
0.584 0.584 0.622 0.607
1 1 1 1
1 1 1 1
2.944 2.944 4.604 4.017
362.46 60.41 C
T11 57.0000-51.00
00
117.15 1310.62 A B C D
0.186 0.186 0.337 0.286
3.042 3.042 2.465 2.639
0.588 0.588 0.628 0.612
1 1 1 1
1 1 1 1
3.268 3.268 4.943 4.349
369.26 61.54 C
T12 51.0000-45.00
00
117.15 1310.62 A B C D
0.185 0.185 0.337 0.286
3.043 3.043 2.466
2.64
0.588 0.588 0.628 0.612
1 1 1 1
1 1 1 1
3.264 3.264 4.939 4.345
356.85 59.47 C
T13 45.0000-39.00
00
117.15 1271.41 A B C D
0.156 0.156 0.285 0.242
3.177 3.177 2.642 2.808
0.582 0.582 0.612
0.6
1 1 1 1
1 1 1 1
3.218 3.218 4.849 4.279
361.38 60.23 C
T14 39.0000-33.00
00
117.15 1224.28 A B C D
0.116 0.116 0.216 0.182
3.371 3.371 2.914 3.059
0.577 0.577 0.594 0.587
1 1 1 1
1 1 1 1
3.085 3.085 4.669 4.123
367.16 61.19 C
T15 33.0000-27.00
00
117.15 1260.39 A B C D
0.097 0.097 0.178 0.151
3.467 3.467 3.076 3.202
0.575 0.575 0.586 0.582
1 1 1 1
1 1 1 1
3.166 3.166 4.729 4.194
372.67 62.11 C
T16 27.0000-21.00
00
124.38 1692.01 A B C D
0.104 0.104 0.173 0.156
3.429 3.429
3.1 3.176
0.576 0.576 0.585 0.582
1 1 1 1
1 1 1 1
4.039 4.039 5.600 5.216
417.20 69.53 C
T17 21.0000-15.00
00
131.61 1791.05 A B C D
0.095 0.095 0.154 0.145
3.477 3.477 3.185 3.226
0.575 0.575 0.582 0.581
1 1 1 1
1 1 1 1
4.249 4.249 5.801 5.570
409.11 68.19 C
T18 15.0000-12.00
00
68.22 1577.66 A B C D
0.112 0.112 0.166 0.162
3.389 3.389 3.131 3.151
0.576 0.576 0.584 0.583
1 1 1 1
1 1 1 1
2.768 2.768 3.547 3.481
226.44 75.48 C
T19 12.0000-0.000
0
278.90 5254.48 A B C D
0.086 0.086 0.129 0.127
3.525 3.525 3.307 3.316
0.574 0.574 0.578 0.578
1 1 1 1
1 1 1 1
10.584 10.584 13.670 13.533
847.59 70.63 C
Sum Weight: 1955.06 23266.74 OTM 286876 kg-m
6086.61
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
24 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
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 105.0000-100.
8000
22.27 330.07 A B C D
0.349 0.349 0.653 0.349
2.427 2.427 1.853 2.427
0.632 0.632 0.787 0.632
1.2 1.2 1.2 1.2
1.2 1.2 1.2 1.2
1.133 1.133 1.906 1.133
128.72 30.65 C
T2 100.8000-99.0
000
21.75 151.99 A B C D
0.234 0.234 0.659 0.234
2.84 2.84
1.849 2.84
0.598 0.598 0.792 0.598
1.175 1.175
1.2 1.175
1.175 1.175
1.2 1.175
0.516 0.516 1.287 0.516
85.95 47.75 C
T3 99.0000-93.00
00
76.97 588.45 A B C D
0.19 0.19
0.498 0.21
3.024 3.024 2.054 2.936
0.588 0.588 0.696 0.593
1.142 1.142
1.2 1.158
1.142 1.142
1.2 1.158
1.878 1.878 4.201 2.024
308.26 51.38 C
T4 93.0000-87.00
00
90.36 679.60 A B C D
0.222 0.222 0.527 0.303
2.888 2.888 2.002 2.581
0.595 0.595 0.712 0.617
1.166 1.166
1.2 1.2
1.166 1.166
1.2 1.2
2.260 2.260 4.603 2.849
323.05 53.84 C
T5 87.0000-81.00
00
102.27 763.46 A B C D
0.221 0.221 0.526 0.356
2.89 2.89
2.003 2.406
0.595 0.595 0.711 0.635
1.166 1.166
1.2 1.2
1.166 1.166
1.2 1.2
2.256 2.256 4.598 3.219
316.60 52.77 C
T6 81.0000-78.00
00
54.11 387.12 A B C D
0.197 0.197 0.442 0.327
2.992 2.992 2.175 2.499
0.59 0.59
0.669 0.624
1.148 1.148
1.2 1.2
1.148 1.148
1.2 1.2
1.237 1.237 2.364 1.822
173.99 58.00 C
T7 78.0000-75.00
00
54.11 425.33 A B C D
0.155 0.155 0.329 0.247
3.182 3.182
2.49 2.785
0.582 0.582 0.625 0.601
1.116 1.116
1.2 1.186
1.116 1.116
1.2 1.186
1.319 1.319 2.419 1.906
201.67 67.22 C
T8 75.0000-69.00
00
110.45 1037.16 A B C D
0.15 0.15
0.303 0.236
3.205 3.205
2.58 2.83
0.581 0.581 0.617 0.598
1.113 1.113
1.2 1.177
1.113 1.113
1.2 1.177
2.911 2.911 5.114 4.139
434.11 72.35 C
T9 69.0000-63.00
00
116.78 1037.16 A B C D
0.15 0.15
0.303 0.251
3.205 3.205
2.58 2.773
0.581 0.581 0.617 0.602
1.113 1.113
1.2 1.188
1.113 1.113
1.2 1.188
2.911 2.911 5.114 4.362
423.45 70.57 C
T10 63.0000-57.00
00
117.15 1173.89 A B C D
0.168 0.168
0.32 0.269
3.122 3.122 2.521 2.703
0.584 0.584 0.622 0.607
1.126 1.126
1.2 1.2
1.126 1.126
1.2 1.2
3.315 3.315 5.525 4.821
434.95 72.49 C
T11 57.0000-51.00
00
117.15 1310.62 A B C D
0.186 0.186 0.337 0.286
3.042 3.042 2.465 2.639
0.588 0.588 0.628 0.612
1.139 1.139
1.2 1.2
1.139 1.139
1.2 1.2
3.723 3.723 5.931 5.219
443.11 73.85 C
T12 51.0000-45.00
00
117.15 1310.62 A B C D
0.185 0.185 0.337 0.286
3.043 3.043 2.466
2.64
0.588 0.588 0.628 0.612
1.139 1.139
1.2 1.2
1.139 1.139
1.2 1.2
3.718 3.718 5.926 5.214
428.22 71.37 C
T13 45.0000-39.00
00
117.15 1271.41 A B C D
0.156 0.156 0.285 0.242
3.177 3.177 2.642 2.808
0.582 0.582 0.612
0.6
1.117 1.117
1.2 1.181
1.117 1.117
1.2 1.181
3.595 3.595 5.819 5.054
433.65 72.28 C
T14 117.15 1224.28 A 0.116 3.371 0.577 1.087 1.087 3.353 426.53 71.09 C
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
25 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
39.0000-33.0000
B C D
0.116 0.216 0.182
3.371 2.914 3.059
0.577 0.594 0.587
1.087 1.162 1.136
1.087 1.162 1.136
3.353 5.423 4.685
T15 33.0000-27.00
00
117.15 1260.39 A B C D
0.097 0.097 0.178 0.151
3.467 3.467 3.076 3.202
0.575 0.575 0.586 0.582
1.073 1.073 1.134 1.113
1.073 1.073 1.134 1.113
3.396 3.396 5.361 4.668
422.47 70.41 C
T16 27.0000-21.00
00
124.38 1692.01 A B C D
0.104 0.104 0.173 0.156
3.429 3.429
3.1 3.176
0.576 0.576 0.585 0.582
1.078 1.078
1.13 1.117
1.078 1.078
1.13 1.117
4.354 4.354 6.326 5.827
471.29 78.55 C
T17 21.0000-15.00
00
131.61 1791.05 A B C D
0.095 0.095 0.154 0.145
3.477 3.477 3.185 3.226
0.575 0.575 0.582 0.581
1.071 1.071 1.116 1.109
1.071 1.071 1.116 1.109
4.551 4.551 6.472 6.178
456.43 76.07 C
T18 15.0000-12.00
00
68.22 1577.66 A B C D
0.112 0.112 0.166 0.162
3.389 3.389 3.131 3.151
0.576 0.576 0.584 0.583
1.084 1.084 1.125 1.121
1.084 1.084 1.125 1.121
3.001 3.001 3.989 3.903
254.64 84.88 C
T19 12.0000-0.000
0
278.90 5254.48 A B C D
0.086 0.086 0.129 0.127
3.525 3.525 3.307 3.316
0.574 0.574 0.578 0.578
1.064 1.064 1.096 1.095
1.064 1.064 1.096 1.095
11.263 11.263 14.988 14.820
929.37 77.45 C
Sum Weight: 1955.06 23266.74 OTM 340920 kg-m
7096.46
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 105.0000-100.800
0 0 Wind Normal 429.06 0.00 -429.06 -44151 -7 24
45 Wind 90 514.88 364.07 -364.07 -37463 -37470 21 90 Wind Normal 429.06 429.06 0.00 0 -44158 0
T2 100.8000-99.0000 0 Wind Normal 286.51 0.00 -286.51 -28622 -11 46 45 Wind 90 343.81 243.11 -243.11 -24287 -24298 39 90 Wind Normal 286.51 286.51 0.00 0 -28633 0
T3 99.0000-93.0000 0 Wind Normal 1027.54 0.00 -1027.54 -98640 -52 208 45 Wind 90 1233.05 871.89 -871.89 -83699 -83754 188 90 Wind Normal 1027.54 1027.54 0.00 3 -98696 14
T4 93.0000-87.0000 0 Wind Normal 1076.84 0.00 -1076.84 -96903 -52 185 45 Wind 90 1292.21 913.73 -913.73 -82223 -82288 198 90 Wind Normal 1076.84 1076.84 0.00 13 -96968 48
T5 87.0000-81.0000 0 Wind Normal 1055.35 0.00 -1055.35 -88628 -52 174 45 Wind 90 1266.42 895.49 -895.49 -75200 -75273 212 90 Wind Normal 1055.35 1055.35 0.00 21 -88701 76
T6 81.0000-78.0000 0 Wind Normal 579.97 0.00 -579.97 -46092 -33 109 45 Wind 90 695.96 492.12 -492.12 -39108 -39156 141 90 Wind Normal 579.97 579.97 0.00 16 -46140 57
T7 78.0000-75.0000 0 Wind Normal 672.25 0.00 -672.25 -51405 -46 167 45 Wind 90 806.70 570.42 -570.42 -43615 -43683 216 90 Wind Normal 672.25 672.25 0.00 22 -51473 88
T8 75.0000-69.0000 0 Wind Normal 1447.02 0.00 -1447.02 -104131 -104 380 45 Wind 90 1736.42 1227.84 -1227.84 -88350 -88509 503 90 Wind Normal 1447.02 1447.02 0.00 54 -104290 213
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
26 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No. Section
Elevation
m
Wind
Azimuth
°
Directionality F
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m T9 69.0000-63.0000 0 Wind Normal 1411.49 0.00 -1411.49 -93095 -104 364
45 Wind 90 1693.79 1197.69 -1197.69 -78984 -79152 511 90 Wind Normal 1411.49 1411.49 0.00 63 -93263 238
T10 63.0000-57.0000 0 Wind Normal 1449.84 0.00 -1449.84 -86926 -104 344 45 Wind 90 1739.81 1230.23 -1230.23 -73750 -73918 484 90 Wind Normal 1449.84 1449.84 0.00 64 -87095 226
T11 57.0000-51.0000 0 Wind Normal 1477.03 0.00 -1477.03 -79696 -104 324 45 Wind 90 1772.43 1253.30 -1253.30 -67614 -67783 456 90 Wind Normal 1477.03 1477.03 0.00 64 -79864 214
T12 51.0000-45.0000 0 Wind Normal 1427.39 0.00 -1427.39 -68451 -104 314 45 Wind 90 1712.87 1211.18 -1211.18 -58073 -58241 441 90 Wind Normal 1427.39 1427.39 0.00 64 -68619 207
T13 45.0000-39.0000 0 Wind Normal 1445.51 0.00 -1445.51 -60636 -123 377 45 Wind 90 1734.61 1226.55 -1226.55 -51440 -51638 531 90 Wind Normal 1445.51 1445.51 0.00 75 -60834 249
T14 39.0000-33.0000 0 Wind Normal 1468.65 0.00 -1468.65 -52774 -159 513 45 Wind 90 1706.12 1206.41 -1206.41 -43333 -43590 700 90 Wind Normal 1468.65 1468.65 0.00 98 -53031 339
T15 33.0000-27.0000 0 Wind Normal 1490.68 0.00 -1490.68 -44600 -196 628 45 Wind 90 1689.89 1194.93 -1194.93 -35728 -36044 836 90 Wind Normal 1490.68 1490.68 0.00 120 -44916 415
T16 27.0000-21.0000 0 Wind Normal 1668.78 0.00 -1668.78 -39885 -232 685 45 Wind 90 1885.15 1333.00 -1333.00 -31826 -32225 961 90 Wind Normal 1668.78 1668.78 0.00 166 -40283 519
T17 21.0000-15.0000 0 Wind Normal 1636.45 0.00 -1636.45 -29237 -269 738 45 Wind 90 1825.73 1290.99 -1290.99 -23018 -23507 1080 90 Wind Normal 1636.45 1636.45 0.00 220 -29725 630
T18 15.0000-12.0000 0 Wind Normal 905.75 0.00 -905.75 -12097 -148 362 45 Wind 90 1018.55 720.22 -720.22 -9592 -9871 552 90 Wind Normal 905.75 905.75 0.00 131 -12376 332
T19 12.0000-0.0000 0 Wind Normal 3390.36 0.00 -3390.36 -19654 -744 1757 45 Wind 90 3717.47 2628.65 -2628.65 -15084 -16516 2668 90 Wind Normal 3390.36 3390.36 0.00 688 -21086 1683
Mast Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -24346.46 -1145621 -2646 7701
45 20071.82 -20071.82 -962386 -966914 10739 90 24346.46 0.00 1882 -1150150 5547
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 105.0000-100.800
0 0 Wind Normal 107.27 0.00 -107.27 -11038 -7 6
45 Wind 90 128.72 91.02 -91.02 -9366 -9373 5 90 Wind Normal 107.27 107.27 0.00 0 -11045 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
27 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No. Section
Elevation
m
Wind
Azimuth
°
Directionality F
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m T2 100.8000-99.0000 0 Wind Normal 71.63 0.00 -71.63 -7156 -11 12
45 Wind 90 85.95 60.78 -60.78 -6072 -6083 10 90 Wind Normal 71.63 71.63 0.00 0 -7167 0
T3 99.0000-93.0000 0 Wind Normal 256.88 0.00 -256.88 -24658 -52 52 45 Wind 90 308.26 217.97 -217.97 -20922 -20977 47 90 Wind Normal 256.88 256.88 0.00 3 -24713 3
T4 93.0000-87.0000 0 Wind Normal 269.21 0.00 -269.21 -24216 -52 46 45 Wind 90 323.05 228.43 -228.43 -20546 -20611 49 90 Wind Normal 269.21 269.21 0.00 13 -24281 12
T5 87.0000-81.0000 0 Wind Normal 263.84 0.00 -263.84 -22141 -52 43 45 Wind 90 316.60 223.87 -223.87 -18784 -18857 53 90 Wind Normal 263.84 263.84 0.00 21 -22214 19
T6 81.0000-78.0000 0 Wind Normal 144.99 0.00 -144.99 -11511 -33 27 45 Wind 90 173.99 123.03 -123.03 -9765 -9813 35 90 Wind Normal 144.99 144.99 0.00 16 -11559 14
T7 78.0000-75.0000 0 Wind Normal 168.06 0.00 -168.06 -12834 -46 42 45 Wind 90 201.67 142.61 -142.61 -10887 -10955 54 90 Wind Normal 168.06 168.06 0.00 22 -12902 22
T8 75.0000-69.0000 0 Wind Normal 361.75 0.00 -361.75 -25992 -104 95 45 Wind 90 434.11 306.96 -306.96 -22047 -22206 126 90 Wind Normal 361.75 361.75 0.00 54 -26151 53
T9 69.0000-63.0000 0 Wind Normal 352.87 0.00 -352.87 -23226 -104 91 45 Wind 90 423.45 299.42 -299.42 -19698 -19866 128 90 Wind Normal 352.87 352.87 0.00 63 -23394 60
T10 63.0000-57.0000 0 Wind Normal 362.46 0.00 -362.46 -21684 -104 86 45 Wind 90 434.95 307.56 -307.56 -18389 -18558 121 90 Wind Normal 362.46 362.46 0.00 64 -21852 57
T11 57.0000-51.0000 0 Wind Normal 369.26 0.00 -369.26 -19876 -104 81 45 Wind 90 443.11 313.33 -313.33 -16856 -17024 114 90 Wind Normal 369.26 369.26 0.00 64 -20044 53
T12 51.0000-45.0000 0 Wind Normal 356.85 0.00 -356.85 -17065 -104 78 45 Wind 90 428.22 302.79 -302.79 -14470 -14639 110 90 Wind Normal 356.85 356.85 0.00 64 -17233 52
T13 45.0000-39.0000 0 Wind Normal 361.38 0.00 -361.38 -15103 -123 94 45 Wind 90 433.65 306.64 -306.64 -12804 -13002 133 90 Wind Normal 361.38 361.38 0.00 75 -15301 62
T14 39.0000-33.0000 0 Wind Normal 367.16 0.00 -367.16 -13120 -159 128 45 Wind 90 426.53 301.60 -301.60 -10760 -11017 175 90 Wind Normal 367.16 367.16 0.00 98 -13377 85
T15 33.0000-27.0000 0 Wind Normal 372.67 0.00 -372.67 -11060 -196 157 45 Wind 90 422.47 298.73 -298.73 -8842 -9158 209 90 Wind Normal 372.67 372.67 0.00 120 -11376 104
T16 27.0000-21.0000 0 Wind Normal 417.20 0.00 -417.20 -9846 -232 171 45 Wind 90 471.29 333.25 -333.25 -7832 -8231 240 90 Wind Normal 417.20 417.20 0.00 166 -10245 130
T17 21.0000-15.0000 0 Wind Normal 409.11 0.00 -409.11 -7144 -269 185 45 Wind 90 456.43 322.75 -322.75 -5590 -6079 270 90 Wind Normal 409.11 409.11 0.00 220 -7633 158
T18 15.0000-12.0000 0 Wind Normal 226.44 0.00 -226.44 -2926 -148 91 45 Wind 90 254.64 180.06 -180.06 -2300 -2579 138 90 Wind Normal 226.44 226.44 0.00 131 -3205 83
T19 12.0000-0.0000 0 Wind Normal 847.59 0.00 -847.59 -4398 -744 439 45 Wind 90 929.37 657.16 -657.16 -3255 -4687 667 90 Wind Normal 847.59 847.59 0.00 688 -5829 421
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
28 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Mast Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -6086.61 -284994 -2646 1925
45 5017.96 -5017.96 -239185 -243713 2685 90 6086.61 0.00 1882 -289522 1387
Discrete Appurtenance Pressures - No Ice GH = 1.079
Description Aiming
Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kPa
CAAC
Front m
2
CAAC
Side m
2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 1.25 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 1.18 0.4500 0.1200 AT15-250 315.0000 10.00 -0.3000 -0.3000 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 101.5000 1.936 1.32 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 101.5000 1.936 1.32 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 101.5000 1.936 1.32 0.4750 0.2600 Sum
Weight: 1292.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
29 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Discrete Appurtenance Vectors - No Ice
6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.43 0.00 -21.43 -2057 62 -28
45 60.62 15.15 60.62 -15.15 -1455 -5757 -20 90 85.73 0.00 85.73 0.00 0 -8167 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 85.73 0.00 0.00 -85.73 -8263 0 0
45 60.62 15.15 15.15 -60.62 -5853 -1455 -11 90 0.00 21.43 21.43 0.00 -34 -2057 -15
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.43 0.00 -21.43 -2057 -62 28
45 60.62 15.15 60.62 -15.15 -1455 -5882 20 90 85.73 0.00 85.73 0.00 0 -8292 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 85.73 0.00 0.00 -85.73 -8196 0 0
45 60.62 15.15 15.15 -60.62 -5786 -1455 11 90 0.00 21.43 21.43 0.00 34 -2057 15
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.17 0.00 -21.17 -1948 62 -28
45 59.88 14.97 59.88 -14.97 -1377 -5447 -19 90 84.69 0.00 84.69 0.00 0 -7729 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 84.69 0.00 0.00 -84.69 -7825 0 0
45 59.88 14.97 14.97 -59.88 -5543 -1377 -10 90 0.00 21.17 21.17 0.00 -34 -1948 -15
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
30 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.17 0.00 -21.17 -1948 -62 28
45 59.88 14.97 59.88 -14.97 -1377 -5572 19 90 84.69 0.00 84.69 0.00 0 -7854 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 84.69 0.00 0.00 -84.69 -7758 0 0
45 59.88 14.97 14.97 -59.88 -5476 -1377 10 90 0.00 21.17 21.17 0.00 34 -1948 15
6 ANT TV 0.25x1.0m - Elevation 88 - 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 25.09 0.00 -25.09 -2208 78 -33
45 70.95 17.74 70.95 -17.74 -1561 -6166 -23 90 100.34 0.00 100.34 0.00 0 -8752 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 100.34 0.00 0.00 -100.34 -8872 0 0
45 70.95 17.74 17.74 -70.95 -6286 -1561 -12 90 0.00 25.09 25.09 0.00 -42 -2208 -18
6 ANT TV 0.25x1.0m - Elevation 88 - 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 25.09 0.00 -25.09 -2208 -78 33
45 70.95 17.74 70.95 -17.74 -1561 -6322 23 90 100.34 0.00 100.34 0.00 0 -8908 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 100.34 0.00 0.00 -100.34 -8788 0 0
45 70.95 17.74 17.74 -70.95 -6202 -1561 12 90 0.00 25.09 25.09 0.00 42 -2208 18
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
31 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
6 ANT TV 0.25x1.0m - Elevation 83 - 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 24.67 0.00 -24.67 -2048 78 -32
45 69.78 17.44 69.78 -17.44 -1448 -5714 -23 90 98.68 0.00 98.68 0.00 0 -8113 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 98.68 0.00 0.00 -98.68 -8233 0 0
45 69.78 17.44 17.44 -69.78 -5834 -1448 -12 90 0.00 24.67 24.67 0.00 -42 -2048 -17
6 ANT TV 0.25x1.0m - Elevation 83 - 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 24.67 0.00 -24.67 -2048 -78 32
45 69.78 17.44 69.78 -17.44 -1448 -5870 23 90 98.68 0.00 98.68 0.00 0 -8269 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 98.68 0.00 0.00 -98.68 -8149 0 0
45 69.78 17.44 17.44 -69.78 -5750 -1448 12 90 0.00 24.67 24.67 0.00 42 -2048 17
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.79 0.00 -15.79 -1137 73 -32
45 41.88 11.17 41.88 -11.17 -804 -2942 -23 90 59.22 0.00 59.22 0.00 0 -4191 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 59.22 0.00 0.00 -59.22 -4315 0 0
45 41.88 11.17 11.17 -41.88 -3066 -804 -16 90 0.00 15.79 15.79 0.00 -51 -1137 -23
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
32 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.79 0.00 -15.79 -1137 -73 32
45 41.88 11.17 41.88 -11.17 -804 -3088 23 90 59.22 0.00 59.22 0.00 0 -4337 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 59.22 0.00 0.00 -59.22 -4213 0 0
45 41.88 11.17 11.17 -41.88 -2964 -804 16 90 0.00 15.79 15.79 0.00 51 -1137 23
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.57 0.00 -15.57 -1066 73 -32
45 41.28 11.01 41.28 -11.01 -754 -2755 -22 90 58.38 0.00 58.38 0.00 0 -3926 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 58.38 0.00 0.00 -58.38 -4051 0 0
45 41.28 11.01 11.01 -41.28 -2879 -754 -16 90 0.00 15.57 15.57 0.00 -51 -1066 -22
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.57 0.00 -15.57 -1066 -73 32
45 41.28 11.01 41.28 -11.01 -754 -2901 22 90 58.38 0.00 58.38 0.00 0 -4072 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 58.38 0.00 0.00 -58.38 -3948 0 0
45 41.28 11.01 11.01 -41.28 -2777 -754 16 90 0.00 15.57 15.57 0.00 51 -1066 22
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
33 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
AT15-250 - Elevation 104.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.17 26.91 -15.74 -53.79 -5625 1647 -11
45 0.00 38.06 26.91 -26.91 -2815 -2809 -16 90 49.17 26.91 53.79 15.74 1641 -5619 -11
AT15-250 - Elevation 104.5 - From Leg B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.17 26.91 15.74 -53.79 -5625 -1647 11
45 69.53 0.00 49.17 -49.17 -5141 -5141 0 90 49.17 26.91 53.79 -15.74 -1647 -5625 -11
AT15-250 - Elevation 104.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.17 26.91 -15.74 -53.79 -5614 1637 28
45 0.00 38.06 26.91 -26.91 -2805 -2820 39 90 49.17 26.91 53.79 15.74 1652 -5629 28
AT15-250 - Elevation 104.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.17 26.91 15.74 -53.79 -5614 -1637 -28
45 69.53 0.00 49.17 -49.17 -5131 -5131 0 90 49.17 26.91 53.79 -15.74 -1637 -5614 28
AT15-250 - Elevation 103.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.03 26.84 -15.69 -53.65 -5555 1627 -11
45 0.00 37.95 26.84 -26.84 -2781 -2775 -16 90 49.03 26.84 53.65 15.69 1621 -5549 -11
AT15-250 - Elevation 103.5 - From Leg B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.03 26.84 15.69 -53.65 -5555 -1627 11
45 69.34 0.00 49.03 -49.03 -5078 -5078 0 90 49.03 26.84 53.65 -15.69 -1627 -5555 -11
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
34 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
AT15-250 - Elevation 103.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.03 26.84 -15.69 -53.65 -5545 1617 27
45 0.00 37.95 26.84 -26.84 -2770 -2785 39 90 49.03 26.84 53.65 15.69 1631 -5560 27
AT15-250 - Elevation 103.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.03 26.84 15.69 -53.65 -5545 -1617 -27
45 69.34 0.00 49.03 -49.03 -5067 -5067 0 90 49.03 26.84 53.65 -15.69 -1617 -5545 27
AT15-250 - Elevation 102.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.89 26.76 -15.65 -53.50 -5487 1607 -11
45 0.00 37.85 26.76 -26.76 -2746 -2740 -16 90 48.89 26.76 53.50 15.65 1601 -5481 -11
AT15-250 - Elevation 102.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.89 26.76 -15.65 -53.50 -5476 1597 27
45 0.00 37.85 26.76 -26.76 -2736 -2751 39 90 48.89 26.76 53.50 15.65 1611 -5491 27
AT15-250 - Elevation 102.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.89 26.76 15.65 -53.50 -5476 -1597 -27
45 69.15 0.00 48.89 -48.89 -5004 -5004 0 90 48.89 26.76 53.50 -15.65 -1597 -5476 27
AT15-250 - Elevation 101.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.76 26.69 -15.61 -53.35 -5418 1587 -11
45 0.00 37.74 26.69 -26.69 -2712 -2706 -16 90 48.76 26.69 53.35 15.61 1581 -5412 -11
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
35 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
AT15-250 - Elevation 101.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.76 26.69 -15.61 -53.35 -5408 1577 27
45 0.00 37.74 26.69 -26.69 -2702 -2716 39 90 48.76 26.69 53.35 15.61 1591 -5422 27
AT15-250 - Elevation 101.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.76 26.69 15.61 -53.35 -5408 -1577 -27
45 68.95 0.00 48.76 -48.76 -4942 -4942 0 90 48.76 26.69 53.35 -15.61 -1577 -5408 27
Discrete Appurtenance Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 -31.25 -1971.84 -180890 3194 -23
45 1372.20 -1372.20 -125642 -125676 91 90 1971.84 31.25 3228 -180924 151
Discrete Appurtenance Pressures - Service GH = 1.079
Description Aiming
Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kPa
CAAC
Front m
2
CAAC
Side m
2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 0.31 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
36 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Description Aiming
Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kPa
CAAC
Front m
2
CAAC
Side m
2 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 0.29 0.4500 0.1200 AT15-250 315.0000 10.00 -0.3000 -0.3000 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 101.5000 1.936 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 101.5000 1.936 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 101.5000 1.936 0.33 0.4750 0.2600 Sum
Weight: 1292.00
Discrete Appurtenance Vectors - Service
6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 5.36 0.00 -5.36 -514 62 -7
45 15.15 3.79 15.15 -3.79 -364 -1392 -5 90 21.43 0.00 21.43 0.00 0 -1995 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.43 0.00 0.00 -21.43 -2091 0 0
45 15.15 3.79 3.79 -15.15 -1488 -364 -3 90 0.00 5.36 5.36 0.00 -34 -514 -4
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 5.36 0.00 -5.36 -514 -62 7
45 15.15 3.79 15.15 -3.79 -364 -1517 5 90 21.43 0.00 21.43 0.00 0 -2120 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.43 0.00 0.00 -21.43 -2024 0 0
45 15.15 3.79 3.79 -15.15 -1421 -364 3
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
37 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 90 0.00 5.36 5.36 0.00 34 -514 4
6 ANT TV 0.20x0.80m - Elevation 92 - 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 5.29 0.00 -5.29 -487 62 -7
45 14.97 3.74 14.97 -3.74 -344 -1315 -5 90 21.17 0.00 21.17 0.00 0 -1885 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.17 0.00 0.00 -21.17 -1981 0 0
45 14.97 3.74 3.74 -14.97 -1411 -344 -3 90 0.00 5.29 5.29 0.00 -34 -487 -4
6 ANT TV 0.20x0.80m - Elevation 92 - 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 5.29 0.00 -5.29 -487 -62 7
45 14.97 3.74 14.97 -3.74 -344 -1440 5 90 21.17 0.00 21.17 0.00 0 -2010 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.17 0.00 0.00 -21.17 -1914 0 0
45 14.97 3.74 3.74 -14.97 -1344 -344 3 90 0.00 5.29 5.29 0.00 34 -487 4
6 ANT TV 0.25x1.0m - Elevation 88 - 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 6.27 0.00 -6.27 -552 78 -8
45 17.74 4.43 17.74 -4.43 -390 -1483 -6 90 25.09 0.00 25.09 0.00 0 -2130 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 25.09 0.00 0.00 -25.09 -2250 0 0
45 17.74 4.43 4.43 -17.74 -1603 -390 -3
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
38 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 90 0.00 6.27 6.27 0.00 -42 -552 -4
6 ANT TV 0.25x1.0m - Elevation 88 - 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 6.27 0.00 -6.27 -552 -78 8
45 17.74 4.43 17.74 -4.43 -390 -1639 6 90 25.09 0.00 25.09 0.00 0 -2286 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 25.09 0.00 0.00 -25.09 -2166 0 0
45 17.74 4.43 4.43 -17.74 -1519 -390 3 90 0.00 6.27 6.27 0.00 42 -552 4
6 ANT TV 0.25x1.0m - Elevation 83 - 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 6.17 0.00 -6.17 -512 78 -8
45 17.44 4.36 17.44 -4.36 -362 -1370 -6 90 24.67 0.00 24.67 0.00 0 -1970 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 24.67 0.00 0.00 -24.67 -2090 0 0
45 17.44 4.36 4.36 -17.44 -1490 -362 -3 90 0.00 6.17 6.17 0.00 -42 -512 -4
6 ANT TV 0.25x1.0m - Elevation 83 - 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 6.17 0.00 -6.17 -512 -78 8
45 17.44 4.36 17.44 -4.36 -362 -1526 6 90 24.67 0.00 24.67 0.00 0 -2126 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 24.67 0.00 0.00 -24.67 -2006 0 0
45 17.44 4.36 4.36 -17.44 -1406 -362 3
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
39 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 90 0.00 6.17 6.17 0.00 42 -512 4
3 ANT TV 0.30x1.20m - Elevation 72 - 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 3.95 0.00 -3.95 -284 73 -8
45 10.47 2.79 10.47 -2.79 -201 -681 -6 90 14.81 0.00 14.81 0.00 0 -993 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.81 0.00 0.00 -14.81 -1117 0 0
45 10.47 2.79 2.79 -10.47 -805 -201 -4 90 0.00 3.95 3.95 0.00 -51 -284 -6
3 ANT TV 0.30x1.20m - Elevation 72 - 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 3.95 0.00 -3.95 -284 -73 8
45 10.47 2.79 10.47 -2.79 -201 -827 6 90 14.81 0.00 14.81 0.00 0 -1139 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.81 0.00 0.00 -14.81 -1015 0 0
45 10.47 2.79 2.79 -10.47 -702 -201 4 90 0.00 3.95 3.95 0.00 51 -284 6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 3.89 0.00 -3.89 -267 73 -8
45 10.32 2.75 10.32 -2.75 -189 -634 -6 90 14.60 0.00 14.60 0.00 0 -927 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.60 0.00 0.00 -14.60 -1051 0 0
45 10.32 2.75 2.75 -10.32 -758 -189 -4
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
40 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 90 0.00 3.89 3.89 0.00 -51 -267 -6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 3.89 0.00 -3.89 -267 -73 8
45 10.32 2.75 10.32 -2.75 -189 -780 6 90 14.60 0.00 14.60 0.00 0 -1073 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.60 0.00 0.00 -14.60 -949 0 0
45 10.32 2.75 2.75 -10.32 -656 -189 4 90 0.00 3.89 3.89 0.00 51 -267 6
AT15-250 - Elevation 104.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.29 6.73 -3.93 -13.45 -1408 414 -3
45 0.00 9.51 6.73 -6.73 -706 -700 -4 90 12.29 6.73 13.45 3.93 408 -1402 -3
AT15-250 - Elevation 104.5 - From Leg B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.29 6.73 3.93 -13.45 -1408 -414 3
45 17.38 0.00 12.29 -12.29 -1287 -1287 0 90 12.29 6.73 13.45 -3.93 -414 -1408 -3
AT15-250 - Elevation 104.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.29 6.73 -3.93 -13.45 -1398 404 7
45 0.00 9.51 6.73 -6.73 -696 -710 10 90 12.29 6.73 13.45 3.93 418 -1413 7
AT15-250 - Elevation 104.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.29 6.73 3.93 -13.45 -1398 -404 -7
45 17.38 0.00 12.29 -12.29 -1277 -1277 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
41 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
AT15-250 - Elevation 104.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 90 12.29 6.73 13.45 -3.93 -404 -1398 7
AT15-250 - Elevation 103.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.26 6.71 -3.92 -13.41 -1391 409 -3
45 0.00 9.49 6.71 -6.71 -697 -691 -4 90 12.26 6.71 13.41 3.92 403 -1385 -3
AT15-250 - Elevation 103.5 - From Leg B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.26 6.71 3.92 -13.41 -1391 -409 3
45 17.34 0.00 12.26 -12.26 -1272 -1272 0 90 12.26 6.71 13.41 -3.92 -409 -1391 -3
AT15-250 - Elevation 103.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.26 6.71 -3.92 -13.41 -1381 399 7
45 0.00 9.49 6.71 -6.71 -687 -702 10 90 12.26 6.71 13.41 3.92 413 -1395 7
AT15-250 - Elevation 103.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.26 6.71 3.92 -13.41 -1381 -399 -7
45 17.34 0.00 12.26 -12.26 -1261 -1261 0 90 12.26 6.71 13.41 -3.92 -399 -1381 7
AT15-250 - Elevation 102.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.22 6.69 -3.91 -13.37 -1374 404 -3
45 0.00 9.46 6.69 -6.69 -689 -683 -4 90 12.22 6.69 13.37 3.91 398 -1368 -3
AT15-250 - Elevation 102.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.22 6.69 -3.91 -13.37 -1364 394 7
45 0.00 9.46 6.69 -6.69 -679 -693 10
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
42 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
AT15-250 - Elevation 102.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 90 12.22 6.69 13.37 3.91 408 -1378 7
AT15-250 - Elevation 102.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.22 6.69 3.91 -13.37 -1364 -394 -7
45 17.29 0.00 12.22 -12.22 -1246 -1246 0 90 12.22 6.69 13.37 -3.91 -394 -1364 7
AT15-250 - Elevation 101.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.19 6.67 -3.90 -13.34 -1357 399 -3
45 0.00 9.44 6.67 -6.67 -680 -674 -4 90 12.19 6.67 13.34 3.90 393 -1351 -3
AT15-250 - Elevation 101.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.19 6.67 -3.90 -13.34 -1346 389 7
45 0.00 9.44 6.67 -6.67 -670 -684 10 90 12.19 6.67 13.34 3.90 403 -1361 7
AT15-250 - Elevation 101.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.19 6.67 3.90 -13.34 -1346 -389 -7
45 17.24 0.00 12.19 -12.19 -1230 -1230 0 90 12.19 6.67 13.34 -3.90 -389 -1346 7
Discrete Appurtenance Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 -7.81 -492.96 -45192 803 -6
45 343.05 -343.05 -31381 -31415 23 90 492.96 7.81 837 -45226 38
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
43 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Dish Pressures - No Ice
Elevation
m Dish
Description
Aiming
Azimuth
°
Weight
kg Offsetx
m
Offsetz
m
Kz
AA
m2
qz
kPa
27.0000 8 FT DISH 45.0000 113.85 3.1506 -3.1506 1.326 4.6730 0.90 24.0000 8 FT DISH 225.0000 113.85 -3.4029 3.4029 1.282 4.6730 0.87 18.0000 8 FT DISH 135.0000 113.85 3.9074 3.9074 1.181 4.6730 0.80 18.0000 8 FT DISH 225.0000 113.85 -3.9074 3.9074 1.181 4.6730 0.80 7.5000 ANT GRIP 1.0x2.50m 135.0000 45.00 5.0965 5.0965 1.000 2.5447 0.68
Sum Weight:
500.40
Dish Vectors - No Ice
8 FT DISH - Elevation 27 - From Leg B
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 773.25 0.00 0.00 0.00 -773.25 -21236 -359 2436
45 0.004260 0.000000 0.000000 773.25 0.00 0.00 546.77 -546.77 -15121 -15121 0 90 0.004260 0.000000 0.000000 773.25 0.00 0.00 773.25 0.00 -359 -21236 -2436
8 FT DISH - Elevation 24 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 747.66 0.00 0.00 0.00 -747.66 -17556 387 -2544
45 0.004260 0.000000 0.000000 747.66 0.00 0.00 528.68 -528.68 -12301 -12301 0 90 0.004260 0.000000 0.000000 747.66 0.00 0.00 747.66 0.00 387 -17556 2544
8 FT DISH - Elevation 18 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 688.66 0.00 0.00 0.00 -688.66 -11951 -445 2691
45 0.004260 0.000000 0.000000 688.66 0.00 0.00 486.96 -486.96 -8320 -9210 3805 90 0.004260 0.000000 0.000000 688.66 0.00 0.00 688.66 0.00 445 -12841 2691
8 FT DISH - Elevation 18 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 688.66 0.00 0.00 0.00 -688.66 -11951 445 -2691
45 0.004260 0.000000 0.000000 688.66 0.00 0.00 486.96 -486.96 -8320 -8320 0 90 0.004260 0.000000 0.000000 688.66 0.00 0.00 688.66 0.00 445 -11951 2691
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.001520 0.000000 0.000000 113.31 0.00 0.00 0.00 -113.31 -620 -229 577
45 0.001520 0.000000 0.000000 113.31 0.00 0.00 80.12 -80.12 -372 -830 817 90 0.001520 0.000000 0.000000 113.31 0.00 0.00 113.31 0.00 229 -1079 577
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
44 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Dish Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -3011.55 -63316 -201 470
45 2129.49 -2129.49 -44435 -45783 4622 90 3011.55 0.00 1148 -64664 6067
Dish Pressures - Service
Elevation
m Dish
Description
Aiming
Azimuth
°
Weight
kg Offsetx
m
Offsetz
m
Kz
AA
m2
qz
kPa
27.0000 8 FT DISH 45.0000 113.85 3.1506 -3.1506 1.326 4.6730 0.23 24.0000 8 FT DISH 225.0000 113.85 -3.4029 3.4029 1.282 4.6730 0.22 18.0000 8 FT DISH 135.0000 113.85 3.9074 3.9074 1.181 4.6730 0.20 18.0000 8 FT DISH 225.0000 113.85 -3.9074 3.9074 1.181 4.6730 0.20 7.5000 ANT GRIP 1.0x2.50m 135.0000 45.00 5.0965 5.0965 1.000 2.5447 0.17
Sum Weight:
500.40
Dish Vectors - Service
8 FT DISH - Elevation 27 - From Leg B
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 193.31 0.00 0.00 0.00 -193.31 -5578 -359 609
45 0.004260 0.000000 0.000000 193.31 0.00 0.00 136.69 -136.69 -4049 -4049 0 90 0.004260 0.000000 0.000000 193.31 0.00 0.00 193.31 0.00 -359 -5578 -609
8 FT DISH - Elevation 24 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 186.92 0.00 0.00 0.00 -186.92 -4099 387 -636
45 0.004260 0.000000 0.000000 186.92 0.00 0.00 132.17 -132.17 -2785 -2785 0 90 0.004260 0.000000 0.000000 186.92 0.00 0.00 186.92 0.00 387 -4099 636
8 FT DISH - Elevation 18 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 172.17 0.00 0.00 0.00 -172.17 -2654 -445 673
45 0.004260 0.000000 0.000000 172.17 0.00 0.00 121.74 -121.74 -1746 -2636 951 90 0.004260 0.000000 0.000000 172.17 0.00 0.00 172.17 0.00 445 -3544 673
8 FT DISH - Elevation 18 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 172.17 0.00 0.00 0.00 -172.17 -2654 445 -673
45 0.004260 0.000000 0.000000 172.17 0.00 0.00 121.74 -121.74 -1746 -1746 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
45 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
8 FT DISH - Elevation 18 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 90 0.004260 0.000000 0.000000 172.17 0.00 0.00 172.17 0.00 445 -2654 673
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.001520 0.000000 0.000000 28.33 0.00 0.00 0.00 -28.33 17 -229 144
45 0.001520 0.000000 0.000000 28.33 0.00 0.00 20.03 -20.03 79 -380 204 90 0.001520 0.000000 0.000000 28.33 0.00 0.00 28.33 0.00 229 -442 144
Dish Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -752.89 -14968 -201 117
45 532.37 -532.37 -10248 -11596 1156 90 752.89 0.00 1148 -16316 1517
User Load Vectors - No Ice
CxMANTENIMIENTO - Elevation 105
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
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
46 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
User Load Vectors - Service
CxMANTENIMIENTO - Elevation 105
Wind
Azimuth
°
Offsetx
m
Offsetz
m
F
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.0000 0.0000 0.00 0.00 0.00 0 0 0
45 0.0000 0.0000 0.00 0.00 0.00 0 0 0 90 0.0000 0.0000 0.00 0.00 0.00 0 0 0
User Load Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 0.00 0 0 0
45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0
Force Totals
Load
Case Vertical
Forces
kg
Sum of
Forces
X
kg
Sum of
Forces
Z
kg
Sum of
Overturning
Moments, Mx
kg-m
Sum of
Overturning
Moments, Mz
kg-m
Sum of Torques
kg-m Leg Weight 11728.78 Bracing Weight 11537.96 Total Member Self-Weight 23266.74 3070 -2841 Total Weight 27334.20 3070 -2841 Wind 0 deg - No Ice -31.25 -29329.85 -1389827 347 8148 Wind 45 deg - No Ice 23573.51 -23573.51 -1132463 -1138373 15452 Wind 90 deg - No Ice 29329.85 31.25 6258 -1395737 11766 Total Weight 27334.20 3070 -2841 Wind 0 deg - Service -7.81 -7332.46 -347036 602 2037 Wind 45 deg - Service 5893.38 -5893.38 -282695 -284078 3863 Wind 90 deg - Service 7332.46 7.81 1985 -348419 2941
Load Combinations
Comb.
No.
Description
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
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
47 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
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 105 - 100.8 Leg Max Tension 4 2246.80 -2 3 Max. Compression 3 -3230.80 150 152 Max. Mx 3 731.16 -192 -191 Max. My 3 -64.20 -191 -193 Max. Vy 3 371.64 53 46 Max. Vx 3 399.15 44 58 Diagonal Max Tension 3 1449.22 0 0 Max. Compression 3 -1653.68 0 0 Max. Mx 3 280.67 0 0 Max. My 3 1449.22 0 0 Max. Vy 3 -1.28 0 0 Max. Vx 3 -0.12 0 0 Horizontal Max Tension 4 647.75 0 0 Max. Compression 3 -569.78 0 0 Max. Mx 5 3.96 0 0 Max. My 3 150.36 0 0 Max. Vy 5 1.20 0 0 Max. Vx 3 0.00 0 0 Top Girt Max Tension 3 72.08 0 0 Max. Compression 2 -23.57 0 0 Max. Mx 5 0.51 0 0 Max. My 3 16.94 0 0 Max. Vy 5 1.20 0 0 Max. Vx 3 -0.00 0 0
T2 100.8 - 99 Leg Max Tension 3 3453.72 -7 -8 Max. Compression 3 -3610.61 -24 -38 Max. Mx 3 463.77 -192 -192 Max. My 3 463.77 -192 -192 Max. Vy 3 -281.30 61 36 Max. Vx 3 -272.60 47 48 Diagonal Max Tension 3 1368.75 0 0 Max. Compression 3 -1530.96 0 0 Max. Mx 3 -176.16 -1 0 Max. My 3 -43.77 0 0 Max. Vy 3 2.44 0 0 Max. Vx 3 0.75 0 0 Horizontal Max Tension 3 384.32 0 0 Max. Compression 3 -437.32 0 0 Max. Mx 2 -7.79 0 0 Max. My 3 384.32 0 0 Max. Vy 2 -1.96 0 0 Max. Vx 3 -0.44 0 0 Top Girt Max Tension 3 749.62 0 0 Max. Compression 2 -515.49 0 0 Max. Mx 2 -515.49 0 0 Max. My 3 9.29 0 0 Max. Vy 2 1.17 0 0 Max. Vx 3 -0.26 0 0
T3 99 - 93 Leg Max Tension 3 11015.71 16 20 Max. Compression 4 -5147.65 -22 3 Max. Mx 2 -3476.26 -30 4 Max. My 2 1953.42 -4 30 Max. Vy 2 -79.73 -30 4 Max. Vx 2 79.84 -4 30 Diagonal Max Tension 3 2075.69 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
48 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Compression 3 -1483.29 0 0 Max. Mx 3 2072.54 3 -4 Max. My 3 -1479.15 1 15 Max. Vy 3 4.03 3 -4 Max. Vx 3 12.58 0 0 Top Girt Max Tension 4 738.45 0 0 Max. Compression 2 -561.59 0 0 Max. Mx 1 76.58 -1 0 Max. My 3 612.88 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 962.31 0 0 Max. Compression 4 -834.48 0 0 Max. Mx 1 70.29 -1 0 Max. My 3 781.06 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0
T4 93 - 87 Leg Max Tension 3 26239.37 24 29 Max. Compression 3 -12307.82 -19 -15 Max. Mx 3 -8438.26 -55 40 Max. My 3 -8137.59 37 -51 Max. Vy 2 88.02 -45 12 Max. Vx 2 -88.04 -13 46 Diagonal Max Tension 3 3448.92 2 -5 Max. Compression 3 -2612.36 0 0 Max. Mx 3 3116.06 4 6 Max. My 3 -2608.24 -1 40 Max. Vy 3 -4.35 4 6 Max. Vx 3 33.22 0 0 Top Girt Max Tension 4 1149.18 0 0 Max. Compression 4 -1014.24 0 0 Max. Mx 1 75.03 -1 0 Max. My 3 939.10 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1747.63 0 0 Max. Compression 4 -1582.63 0 0 Max. Mx 1 92.66 -1 0 Max. My 3 1299.10 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.01 0 0
T5 87 - 81 Leg Max Tension 3 50338.85 64 70 Max. Compression 3 -29144.60 -238 -239 Max. Mx 3 -29144.60 -238 -239 Max. My 3 -29144.60 -238 -239 Max. Vy 3 -200.32 -110 30 Max. Vx 3 -184.83 27 -106 Diagonal Max Tension 3 6407.73 -5 -18 Max. Compression 3 -3434.42 0 0 Max. Mx 3 5322.37 12 18 Max. My 3 -3430.32 -9 79 Max. Vy 3 -11.44 12 18 Max. Vx 3 64.93 0 0 Top Girt Max Tension 4 1968.79 0 0 Max. Compression 4 -1790.26 0 0 Max. Mx 1 94.08 -1 0 Max. My 3 1336.81 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.01 0 0 Mid Girt Max Tension 2 2133.97 0 0 Max. Compression 2 -2176.16 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
49 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Mx 1 114.70 -1 0 Max. My 3 1274.83 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.01 0 0
T6 81 - 78 Leg Max Tension 3 36295.49 -101 -98 Max. Compression 3 -22198.87 1 16 Max. Mx 3 -22115.98 -238 -239 Max. My 3 -22115.98 -238 -239 Max. Vy 3 -146.71 -238 -239 Max. Vx 3 -136.61 75 92 Diagonal Max Tension 3 12336.07 0 0 Max. Compression 3 -7099.25 0 0 Max. Mx 4 -4772.26 -2 0 Max. My 3 12336.07 0 1 Max. Vy 4 2.20 0 0 Max. Vx 3 -1.52 0 0 Top Girt Max Tension 3 1860.49 0 0 Max. Compression 3 -1073.22 0 0 Max. Mx 2 387.12 -1 0 Max. My 3 1860.49 0 0 Max. Vy 2 3.77 0 0 Max. Vx 3 -0.46 0 0
T7 78 - 75 Leg Max Tension 3 36165.30 75 92 Max. Compression 3 -22277.67 4 7 Max. Mx 3 -5691.31 -119 81 Max. My 3 -5460.39 62 -101 Max. Vy 2 -110.69 -86 35 Max. Vx 2 119.27 -32 91 Diagonal Max Tension 3 6991.36 0 0 Max. Compression 3 -5772.94 0 0 Max. Mx 3 -1221.36 -3 0 Max. My 3 6991.36 0 1 Max. Vy 3 4.14 0 0 Max. Vx 3 -1.53 0 0 Horizontal Max Tension 3 338.95 5 174 Max. Compression 3 -503.92 -1 174 Max. Mx 3 -466.41 11 195 Max. My 3 323.54 6 195 Max. Vy 3 -13.50 11 195 Max. Vx 3 -184.11 0 0
T8 75 - 69 Leg Max Tension 3 40823.01 33 47 Max. Compression 3 -38460.46 -49 -40 Max. Mx 3 -4212.36 -74 66 Max. My 3 -4419.94 -65 77 Max. Vy 2 -138.96 -71 15 Max. Vx 2 138.77 -17 71 Diagonal Max Tension 3 4249.83 0 0 Max. Compression 3 -4554.63 0 0 Max. Mx 3 1441.73 6 0 Max. My 4 -1667.62 2 46 Max. Vy 3 -6.92 6 0 Max. Vx 4 22.47 0 0 Top Girt Max Tension 4 4894.13 0 0 Max. Compression 4 -4356.10 0 0 Max. Mx 1 270.77 -7 0 Max. My 3 -3588.92 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.01 0 0 Mid Girt Max Tension 4 2082.87 0 0 Max. Compression 4 -2034.54 0 0 Max. Mx 1 143.67 -7 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
50 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. My 3 -1845.48 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.01 0 0
T9 69 - 63 Leg Max Tension 3 56010.86 41 52 Max. Compression 3 -55964.24 -52 -42 Max. Mx 3 -3930.07 -85 79 Max. My 3 -3930.07 -85 79 Max. Vy 2 -129.16 -70 12 Max. Vx 2 129.11 -14 71 Diagonal Max Tension 3 6176.47 0 0 Max. Compression 3 -5006.50 0 0 Max. Mx 3 1827.43 7 -61 Max. My 4 -1705.88 1 72 Max. Vy 3 -7.54 7 -61 Max. Vx 4 34.83 0 0 Top Girt Max Tension 3 2212.39 0 0 Max. Compression 2 -2357.69 0 0 Max. Mx 1 175.38 -7 0 Max. My 3 -2320.10 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.01 0 0 Mid Girt Max Tension 2 2212.53 0 0 Max. Compression 3 -2390.56 0 0 Max. Mx 1 194.20 -7 0 Max. My 3 -2390.03 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.01 0 0
T10 63 - 57 Leg Max Tension 3 74928.94 50 60 Max. Compression 3 -75541.61 -64 -56 Max. Mx 3 -4315.01 -126 117 Max. My 3 -4315.01 -126 117 Max. Vy 2 105.29 -93 27 Max. Vx 2 -105.57 -33 95 Diagonal Max Tension 3 7161.86 0 0 Max. Compression 3 -5378.05 0 0 Max. Mx 3 2231.78 8 -65 Max. My 4 -1489.09 1 -75 Max. Vy 3 -7.74 8 -65 Max. Vx 4 -36.63 0 0 Top Girt Max Tension 2 2214.10 0 0 Max. Compression 3 -2389.78 0 0 Max. Mx 1 188.29 -7 0 Max. My 3 2130.32 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.01 0 0 Mid Girt Max Tension 2 2212.66 0 0 Max. Compression 3 -2421.44 0 0 Max. Mx 1 183.13 -7 0 Max. My 3 2120.26 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 0.01 0 0
T11 57 - 51 Leg Max Tension 3 97746.70 64 74 Max. Compression 3 -96890.24 -92 -86 Max. Mx 3 -5731.86 -187 167 Max. My 3 -5132.79 158 -178 Max. Vy 2 111.10 -135 54 Max. Vx 2 -111.94 -66 141 Diagonal Max Tension 3 8371.63 5 34 Max. Compression 3 -5701.75 0 0 Max. Mx 3 2588.39 8 -70 Max. My 4 -1458.36 0 -80
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
51 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Vy 3 -7.94 8 -70 Max. Vx 4 -38.72 0 0 Top Girt Max Tension 2 2220.45 0 0 Max. Compression 3 -2434.57 0 0 Max. Mx 1 181.93 -7 0 Max. My 3 2090.84 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.01 0 0 Mid Girt Max Tension 2 2201.60 0 0 Max. Compression 3 -2454.12 0 0 Max. Mx 1 178.49 -7 0 Max. My 3 2062.90 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 0.01 0 0
T12 51 - 45 Leg Max Tension 3 124973.39 29 42 Max. Compression 3 -119581.76 -307 -310 Max. Mx 3 -8974.45 -337 244 Max. My 3 -8287.68 228 -327 Max. Vy 3 -255.12 -337 244 Max. Vx 3 -232.21 228 -327 Diagonal Max Tension 3 12601.04 5 57 Max. Compression 3 -5890.65 0 0 Max. Mx 3 2842.39 10 -105 Max. My 4 -1806.11 5 -113 Max. Vy 3 -8.78 10 -105 Max. Vx 4 54.59 5 -113 Top Girt Max Tension 2 2258.92 0 0 Max. Compression 3 -2569.94 0 0 Max. Mx 1 190.41 -7 0 Max. My 3 2092.96 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 2129.75 0 0 Max. Compression 3 -2503.00 0 0 Max. Mx 1 231.48 -7 0 Max. My 3 1931.49 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 0.00 0 0
T13 45 - 39 Leg Max Tension 3 128578.52 215 215 Max. Compression 3 -118824.27 -134 -178 Max. Mx 3 -12716.49 -487 292 Max. My 3 -12188.21 188 -408 Max. Vy 3 286.94 -487 292 Max. Vx 2 -239.63 -115 330 Diagonal Max Tension 2 14158.19 0 0 Max. Compression 3 -6321.43 0 0 Max. Mx 3 -3368.78 22 -63 Max. My 3 -6302.36 10 149 Max. Vy 3 12.48 22 -63 Max. Vx 3 -52.24 10 149 Top Girt Max Tension 4 4350.81 0 0 Max. Compression 3 -5939.21 0 0 Max. Mx 2 -5101.97 -7 0 Max. My 3 3870.94 0 1 Max. Vy 2 9.73 0 0 Max. Vx 3 -0.82 0 0
T14 39 - 33 Leg Max Tension 3 120988.01 98 173 Max. Compression 3 -102829.16 -162 -54 Max. Mx 3 -14892.90 -493 271 Max. My 3 -14386.66 174 -408 Max. Vy 3 -224.56 -493 271
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
52 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Vx 2 214.50 -123 330 Diagonal Max Tension 3 3536.29 0 0 Max. Compression 3 -4133.30 0 0 Max. Mx 3 -2569.15 14 -121 Max. My 3 -2571.20 -4 -121 Max. Vy 3 12.19 14 -121 Max. Vx 3 37.30 0 0
T15 33 - 27 Leg Max Tension 3 116054.39 171 213 Max. Compression 3 -95832.10 -198 -216 Max. Mx 2 59419.99 305 -42 Max. My 4 59409.81 -53 311 Max. Vy 2 -208.12 -281 100 Max. Vx 2 215.23 -126 286 Diagonal Max Tension 3 2463.49 0 0 Max. Compression 3 -1970.50 0 0 Max. Mx 3 -1168.70 15 -8 Max. My 3 -1042.82 14 -26 Max. Vy 3 13.80 14 15 Max. Vx 3 8.15 0 0
T16 27 - 21 Leg Max Tension 3 114100.07 205 226 Max. Compression 3 -90879.74 -446 -308 Max. Mx 4 -66501.04 -656 87 Max. My 4 57872.52 -210 676 Max. Vy 4 420.82 -656 87 Max. Vx 4 -426.85 -210 676 Diagonal Max Tension 2 9180.94 0 0 Max. Compression 3 -2170.35 0 0 Max. Mx 3 5349.55 24 31 Max. My 4 -769.58 15 123 Max. Vy 3 20.75 24 31 Max. Vx 4 -31.53 0 0 Top Girt Max Tension 7 741.74 0 0 Max. Compression 7 -988.75 0 0 Max. Mx 1 248.24 -47 0 Max. My 3 -787.92 0 4 Max. Vy 1 32.03 0 0 Max. Vx 3 -2.69 0 0
T17 21 - 15 Leg Max Tension 3 115186.20 335 505 Max. Compression 3 -90463.25 -227 -43 Max. Mx 4 -67400.76 -658 76 Max. My 4 57765.26 -229 670 Max. Vy 4 -514.85 -658 76 Max. Vx 4 523.42 -229 670 Diagonal Max Tension 3 6422.72 0 0 Max. Compression 4 -1356.42 0 0 Max. Mx 3 4582.78 28 33 Max. My 4 -978.50 19 -93 Max. Vy 3 23.35 28 33 Max. Vx 4 22.15 0 0 Top Girt Max Tension 2 1122.84 0 0 Max. Compression 3 -1479.01 0 0 Max. Mx 1 309.65 -65 0 Max. My 3 -1406.88 0 5 Max. Vy 1 37.53 0 0 Max. Vx 3 -3.16 0 0
T18 15 - 12 Leg Max Tension 3 107153.91 18 220 Max. Compression 3 -78234.87 -771 -753 Max. Mx 3 107055.60 934 1050 Max. My 3 107055.60 934 1050 Max. Vy 3 -386.85 934 1050 Max. Vx 3 -380.41 934 1050
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
53 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Diagonal Max Tension 4 12489.98 0 0 Max. Compression 4 -13821.46 0 0 Max. Mx 4 226.43 -22 0 Max. My 3 8758.74 0 2 Max. Vy 4 17.82 0 0 Max. Vx 3 -1.91 0 0 Top Girt Max Tension 4 11730.74 0 0 Max. Compression 4 -10541.81 0 0 Max. Mx 1 955.70 170 0 Max. My 3 -8545.68 0 -14 Max. Vy 1 -86.05 0 0 Max. Vx 3 7.24 0 0
T19 12 - 0 Leg Max Tension 3 108326.73 947 1038 Max. Compression 3 -80148.05 0 0 Max. Mx 3 -23597.18 1084 265 Max. My 2 52900.57 412 -1180 Max. Vy 2 516.70 818 463 Max. Vx 2 586.09 412 874 Diagonal Max Tension 3 12692.48 0 0 Max. Compression 3 -14133.79 0 0 Max. Mx 3 -1831.80 -219 0 Max. My 4 -10078.32 0 -75 Max. Vy 3 64.76 0 0 Max. Vx 4 -22.23 0 0 Horizontal Max Tension 3 5853.28 0 0 Max. Compression 3 -4870.23 0 0 Max. Mx 4 -4053.57 61 6 Max. My 4 -3703.95 33 -23 Max. Vy 4 45.08 61 6 Max. Vx 4 10.45 33 -23 Inner Bracing Max Tension 3 670.83 0 0 Max. Compression 3 -2142.21 0 0 Max. Mx 6 169.98 -48 0 Max. My 2 634.20 0 0 Max. Vy 6 32.48 0 0 Max. Vx 2 -0.23 0 0
Maximum Reactions
Location Condition Gov.
Load
Comb.
Vertical
kg
Horizontal, X
kg
Horizontal, Z
kg
Leg D Max. Vert 1 6843.17 1248.24 -1204.15 Max. Hx 1 6843.17 1248.24 -1204.15 Max. Hz 3 -106438.09 -16987.36 16389.59 Min. Vert 3 -106438.09 -16987.36 16389.59 Min. Hx 3 -106438.09 -16987.36 16389.59 Min. Hz 1 6843.17 1248.24 -1204.15
Leg C Max. Vert 4 65455.23 -8932.64 -12479.13 Max. Hx 2 -51501.96 10191.68 6209.38 Max. Hz 2 -51501.96 10191.68 6209.38 Min. Vert 2 -51501.96 10191.68 6209.38 Min. Hx 4 65455.23 -8932.64 -12479.13 Min. Hz 4 65455.23 -8932.64 -12479.13
Leg B Max. Vert 3 83862.70 -13553.38 14232.12 Max. Hx 1 6824.07 -1201.81 1245.89 Max. Hz 3 83862.70 -13553.38 14232.12
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
54 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Location Condition Gov.
Load
Comb.
Vertical
kg
Horizontal, X
kg
Horizontal, Z
kg
Min. Vert 1 6824.07 -1201.81 1245.89 Min. Hx 3 83862.70 -13553.38 14232.12 Min. Hz 1 6824.07 -1201.81 1245.89
Leg A Max. Vert 2 64893.91 12837.90 8467.35 Max. Hx 2 64893.91 12837.90 8467.35 Max. Hz 2 64893.91 12837.90 8467.35 Min. Vert 4 -51928.01 -5825.72 -10639.21 Min. Hx 4 -51928.01 -5825.72 -10639.21 Min. Hz 4 -51928.01 -5825.72 -10639.21
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 27334.19 -0.09 -0.06 3070 -2840 0 Dead+Wind 0 deg - No Ice 27339.63 -31.39 -29325.55 -1402307 264 8146 Dead+Wind 45 deg - No Ice 27336.68 23566.04 -23568.08 -1143630 -1149494 15436 Dead+Wind 90 deg - No Ice 27339.69 29325.21 31.24 6240 -1408228 11773 Dead+Wind 0 deg - Service 27334.19 -7.81 -7331.74 -348509 -2058 2044 Dead+Wind 45 deg - Service 27334.19 5892.71 -5892.71 -283533 -289494 3874 Dead+Wind 90 deg - Service 27334.19 7331.73 7.81 3898 -354461 2946
Solution Summary
Load
Comb.
Sum of Applied Forces Sum of Reactions
% Error PX
kg
PY
kg
PZ
kg
PX
kg
PY
kg
PZ
kg
1 0.00 -27334.20 0.00 0.09 27334.19 0.06 0.000% 2 -31.25 -27334.20 -29329.85 31.39 27339.63 29325.55 0.017% 3 23573.51 -27334.20 -23573.51 -23566.04 27336.68 23568.08 0.022% 4 29329.85 -27334.20 31.25 -29325.21 27339.69 -31.24 0.018% 5 -7.81 -27334.20 -7332.46 7.81 27334.19 7331.74 0.003% 6 5893.38 -27334.20 -5893.38 -5892.71 27334.19 5892.71 0.003% 7 7332.46 -27334.20 7.81 -7331.73 27334.19 -7.81 0.003%
Non-Linear Convergence Results
Load
Combination
Converged? Number
of Cycles
Displacement
Tolerance
Force
Tolerance
1 Yes 10 0.00000001 0.00013043 2 No 200 0.01229191 0.00000000 3 No 200 0.00999302 0.00000000 4 No 200 0.01228932 0.00000000 5 Yes 23 0.00008453 0.00011258 6 Yes 23 0.00009578 0.00012780 7 Yes 23 0.00008462 0.00011282
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
55 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Maximum Tower Deflections - Service Wind
Section
No.
Elevation
m
Horz.
Deflection
mm
Gov.
Load
Comb.
Tilt
°
Twist
°
T1 105 - 100.8 708.46 6 0.8218 0.0609 T2 100.8 - 99 648.16 6 0.8134 0.0623 T3 99 - 93 622.83 6 0.8044 0.0630 T4 93 - 87 539.15 6 0.7806 0.0601 T5 87 - 81 458.83 6 0.7325 0.0549 T6 81 - 78 384.67 6 0.6555 0.0473 T7 78 - 75 352.20 6 0.6181 0.0391 T8 75 - 69 321.74 6 0.5893 0.0359 T9 69 - 63 260.98 6 0.5498 0.0336
T10 63 - 57 204.90 6 0.4948 0.0305 T11 57 - 51 154.62 6 0.4355 0.0266 T12 51 - 45 110.60 6 0.3715 0.0220 T13 45 - 39 73.90 6 0.2916 0.0165 T14 39 - 33 49.62 6 0.2067 0.0105 T15 33 - 27 31.43 6 0.1524 0.0075 T16 27 - 21 17.94 6 0.1126 0.0055 T17 21 - 15 8.05 6 0.0789 0.0044 T18 15 - 12 1.22 6 0.0495 0.0032 T19 12 - 0 1.66 6 0.0415 0.0025
Critical Deflections and Radius of Curvature - Service Wind
Elevation
m
Appurtenance Gov.
Load
Comb.
Deflection
mm
Tilt
°
Twist
°
Radius of
Curvature
m
105.0000 CxMANTENIMIENTO 6 708.46 0.8218 0.0609 19007 104.5000 AT15-250 6 701.23 0.8214 0.0611 19007 103.5000 AT15-250 6 686.79 0.8203 0.0614 19007 102.5000 AT15-250 6 672.41 0.8187 0.0617 11586 101.5000 AT15-250 6 658.11 0.8161 0.0621 8624 96.0000 6 ANT TV 0.20x0.80m 6 580.77 0.7926 0.0624 19841 92.0000 6 ANT TV 0.20x0.80m 6 525.48 0.7751 0.0592 8771 88.0000 6 ANT TV 0.25x1.0m 6 471.92 0.7430 0.0557 8335 83.0000 6 ANT TV 0.25x1.0m 6 408.22 0.6824 0.0512 3057 72.0000 3 ANT TV 0.30x1.20m 6 291.16 0.5691 0.0347 22830 68.5000 3 ANT TV 0.30x1.20m 6 256.07 0.5460 0.0334 5717 27.0000 8 FT DISH 6 17.94 0.1126 0.0055 8812 24.0000 8 FT DISH 6 12.76 0.0954 0.0049 19310 18.0000 8 FT DISH 6 3.65 0.0626 0.0038 4590 7.5000 ANT GRIP 1.0x2.50m 6 1.97 0.0281 0.0016 15688
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
56 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Maximum Tower Deflections - Design Wind
Section
No.
Elevation
m
Horz.
Deflection
mm
Gov.
Load
Comb.
Tilt
°
Twist
°
T1 105 - 100.8 3151.00 3 3.7655 0.1861 T2 100.8 - 99 2875.04 3 3.7345 0.1953 T3 99 - 93 2758.56 3 3.7032 0.2795 T4 93 - 87 2373.08 3 3.6061 0.2672 T5 87 - 81 2001.15 3 3.3900 0.2438 T6 81 - 78 1656.35 3 2.9811 0.2085 T7 78 - 75 1515.99 3 2.7419 0.1694 T8 75 - 69 1383.22 3 2.5954 0.1542 T9 69 - 63 1115.66 3 2.4218 0.1453
T10 63 - 57 868.85 3 2.1759 0.1331 T11 57 - 51 647.89 3 1.9108 0.1177 T12 51 - 45 454.86 3 1.6239 0.0992 T13 45 - 39 294.74 3 1.2600 0.0780 T14 39 - 33 198.25 3 0.8566 0.0455 T15 33 - 27 126.71 3 0.6181 0.0314 T16 27 - 21 72.28 3 0.4578 0.0222 T17 21 - 15 32.28 3 0.3187 0.0175 T18 15 - 12 4.82 3 0.1983 0.0126 T19 12 - 0 6.63 3 0.1658 0.0101
Critical Deflections and Radius of Curvature - Design Wind
Elevation
m
Appurtenance Gov.
Load
Comb.
Deflection
mm
Tilt
°
Twist
°
Radius of
Curvature
m
105.0000 CxMANTENIMIENTO 3 3151.00 3.7655 0.1861 4805 104.5000 AT15-250 3 3117.97 3.7637 0.1866 4805 103.5000 AT15-250 3 3051.98 3.7593 0.1877 4805 102.5000 AT15-250 3 2986.17 3.7531 0.1888 2929 101.5000 AT15-250 3 2920.66 3.7436 0.1899 2180 96.0000 6 ANT TV 0.20x0.80m 3 2564.78 3.6580 0.3116 4360 92.0000 6 ANT TV 0.20x0.80m 3 2310.12 3.5821 0.2561 2088 88.0000 6 ANT TV 0.25x1.0m 3 2062.39 3.4390 0.2442 2306 83.0000 6 ANT TV 0.25x1.0m 3 1763.42 3.1377 0.2285 431 72.0000 3 ANT TV 0.30x1.20m 3 1248.66 2.5062 0.1492 5779 68.5000 3 ANT TV 0.30x1.20m 3 1094.05 2.4051 0.1445 1276 27.0000 8 FT DISH 3 72.28 0.4578 0.0222 2156 24.0000 8 FT DISH 3 51.31 0.3873 0.0195 4618 18.0000 8 FT DISH 3 14.59 0.2515 0.0152 1136 7.5000 ANT GRIP 1.0x2.50m 3 7.92 0.1122 0.0064 3877
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
57 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Bolt Design Data
Section
No.
Elevation
m
Component
Type
Bolt
Grade
Bolt Size
mm
Number
Of
Bolts
Maximum
Load per
Bolt
kg
Allowable
Load
kg
Ratio
Load
Allowable
Allowable
Ratio
Criteria
T1 105 Leg A394T0 16 6 48.63 5528.16 0.009
1.333 Bearing
Diagonal A394T0 13 1 1449.21 2158.11 0.672
1.333 Member Bearing
Top Girt A394T0 13 1 72.08 2158.11 0.033
1.333 Member Bearing
T2 100.8 Leg A394T0 16 6 1203.54 5528.16 0.218
1.333 Bearing
Diagonal A394T0 13 1 1368.75 2158.11 0.634
1.333 Member Bearing
Top Girt A394T0 13 1 749.62 2158.11 0.347
1.333 Member Bearing
T3 99 Leg A394T0 16 6 1456.17 5528.16 0.263
1.333 Bearing
Diagonal A394T0 16 1 2075.69 2774.71 0.748
1.333 Member Bearing
Top Girt A394T0 16 1 738.45 2774.71 0.266
1.333 Member Bearing
T4 93 Leg A394T0 16 6 5205.84 5528.16 0.942
1.333 Bearing
Diagonal A394T0 16 1 3448.92 2774.71 1.243
1.333 Member Bearing
Top Girt A394T0 16 1 1149.18 2774.71 0.414
1.333 Member Bearing
T5 87 Leg A394T0 16 8 8330.18 6910.21 1.205
1.333 Bearing
Diagonal A394T0 16 1 6407.72 2774.71 2.309 1.333 Member Bearing
Top Girt A394T0 16 1 1968.79 2774.71 0.710
1.333 Member Bearing
T6 81 Leg A394T0 16 8 9073.89 6910.21 1.313
1.333 Bearing
Diagonal A394T0 16 2 6168.04 3699.61 1.667 1.333 Member Bearing
Top Girt A394T0 16 2 930.25 3699.61 0.251
1.333 Member Bearing
T7 78 Leg A394T0 19 8 9041.32 8292.26 1.090
1.333 Bearing
Diagonal A394T0 16 2 3495.68 3699.61 0.945
1.333 Member Bearing
T8 75 Leg A394T0 19 8 8831.22 9950.69 0.888
1.333 Bearing
Diagonal A394T0 16 2 2277.32 3699.61 0.616
1.333 Member Bearing
Top Girt A394T0 16 2 2447.07 3699.61 0.661
1.333 Member Bearing
T9 69 Leg A394T0 19 12 7988.90 9950.69 0.803
1.333 Bearing
Diagonal A394T0 16 2 3088.23 3699.61 0.835
1.333 Member Bearing
Top Girt A394T0 16 2 1178.85 3699.61 0.319
1.333 Member Bearing
T10 63 Leg A394T0 19 12 10921.33 9950.69 1.098
1.333 Bearing
Diagonal A394T0 16 2 3580.93 3699.61 0.968
1.333 Member Bearing
Top Girt A394T0 16 2 1194.89 3699.61 0.323
1.333 Member Bearing
T11 57 Leg A394T0 19 12 14336.92 9950.69 1.441 1.333 Bearing
Diagonal A394T0 16 2 4185.81 3699.61 1.131
1.333 Member Bearing
Top Girt A394T0 16 2 1217.28 3699.61 0.329
1.333 Member Bearing
T12 51 Leg A394T0 19 8 27692.46 9950.69 2.783 1.333 Bearing
Diagonal A394T0 16 2 6300.54 3699.61 1.703 1.333 Member Bearing
Top Girt A394T0 16 2 1284.97 3699.61 0.347
1.333 Member Bearing
T13 45 Leg A394T0 19 8 32144.65 9950.69 3.230 1.333 Bearing
Diagonal A394T0 16 2 7079.08 4932.82 1.435 1.333 Member Bearing
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
58 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Bolt
Grade
Bolt Size
mm
Number
Of
Bolts
Maximum
Load per
Bolt
kg
Allowable
Load
kg
Ratio
Load
Allowable
Allowable
Ratio
Criteria
T14 39 Leg A394T0 19 16 15123.50 9950.69 1.520 1.333 Bearing
Diagonal A394T0 16 2 2066.65 4932.82 0.419
1.333 Member Bearing
T15 33 Leg A394T0 19 16 14506.80 9950.69 1.458 1.333 Bearing
Diagonal A394T0 16 2 1231.75 4932.82 0.250
1.333 Member Bearing
T16 27 Leg A394T0 19 16 14262.72 9950.69 1.433 1.333 Bearing
Diagonal A394T0 16 2 4590.45 4932.82 0.931
1.333 Member Bearing
Top Girt A394T0 16 2 434.27 4932.82 0.088
1.333 Member Bearing
T17 21 Leg A394T0 19 16 14398.30 9950.69 1.447 1.333 Bearing
Diagonal A394T0 16 2 3211.36 4932.82 0.651
1.333 Member Bearing
Top Girt A394T0 16 2 739.51 4932.82 0.150
1.333 Member Bearing
T18 15 Leg A394T0 19 12 17858.98 9979.03 1.790 1.333 Bolt SS
Diagonal A394T0 16 2 6910.71 4932.82 1.401 1.333 Member Bearing
Top Girt A394T0 16 2 5865.36 9865.64 0.595
1.333 Member Bearing
T19 12 Leg A394T0 19 10 21665.35 9979.03 2.171 1.333 Bolt SS
Diagonal A394T0 16 3 4711.28 7399.23 0.637
1.333 Member Bearing
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 105 - 100.8 L76x76x6 4.2000 0.7000 46.6 K=1.00
171534 929 -3230.79 16250.22 0.199
T2 100.8 - 99 L76x76x6 1.8868 0.9434 62.7
K=1.00 153370 929 -3610.61 14529.47 0.249
T3 99 - 93 L76x76x6 6.0000 2.0000 66.5
K=0.50 148765 929 -5147.64 14093.26 0.365
T4 93 - 87 L102x102x6 6.0000 2.0000 49.5
K=0.50 144987 1252 -12307.82 18504.49 0.665
T5 87 - 81 L102x102x8 6.0000 2.0000 49.8
K=0.50 168136 1548 -29144.59 26547.18 1.098
T6 81 - 78 L102x102x8 3.0435 3.0435 75.7
K=0.50 136863 1548 -22198.86 21609.51 1.027
T7 78 - 75 L102x102x8 3.0435 3.0435 75.7
K=0.50 136863 1548 -22277.65 21609.51 1.031
T8 75 - 69 L102x102x10 6.0000 3.0000 74.9
K=0.50 137925 1845 -38460.47 25951.16 1.482
H1-3 (1.48 CR) - 227
T9 69 - 63 L102x102x10 6.0000 3.0000 74.9 K=0.50
137925 1845 -55964.24 25951.16 2.157
H1-3 (2.16 CR) - 255
T10 63 - 57 L127x127x10 6.0000 3.0000 59.7 156898 2329 -75541.75 37262.35 2.027
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
59 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
K=0.50 H1-3 (2.03 CR) - 283
T11 57 - 51 L152x152x10 6.0000 3.0000 49.6 K=0.50
144905 2813 -96890.08 41563.86 2.331
H1-3 (2.33 CR) - 311
T12 51 - 45 L152x152x10 6.0000 3.0000 49.6 K=0.50
144905 2813 -119581.95 41563.86 2.877
H1-3 (2.88 CR) - 339
T13 45 - 39 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -118824.45 41484.57 2.864
bolt (2.99 CR) - 367
T14 39 - 33 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -102828.97 41484.57 2.479
H1-3 (2.48 CR) - 383
T15 33 - 27 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -95832.30 41484.57 2.310
H1-3 (2.31 CR) - 395
T16 27 - 21 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -90879.52 41484.57 2.191
H1-3 (2.19 CR) - 407
T17 21 - 15 L152x152x10 6.0423 6.0423 50.0 K=0.25
144629 2813 -90463.13 41484.57 2.181
H1-3 (2.18 CR) - 423
T18 15 - 12 L152x152x13 3.0212 3.0212 50.4 K=0.50
167461 3710 -78234.73 63347.37 1.235
T19 12 - 0 L152x152x13 12.2744 12.2744 51.2
K=0.13 166604 3710 -80147.98 63023.50 1.272
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 105 - 100.8 L38x38x5 0.9220 0.8049 108.0 K=1.00
82302 340 -1653.68 2855.31 0.579
T2 100.8 - 99 L38x38x5 1.2207 1.1259 151.1
K=1.00 45096 340 -1530.96 1564.50 0.979
T3 99 - 93 L38x38x5 2.4413 1.1542 99.5
K=1.00 89910 340 -1483.28 3119.25 0.476
T4 93 - 87 L38x38x5 2.4413 1.1321 97.6
K=1.00 91562 340 -2612.36 3176.54 0.822
T5 87 - 81 L38x38x5 2.4413 1.1321 97.6
K=1.00 91562 340 -3434.43 3176.54 1.081
T6 81 - 78 L51x51x5 3.1018 2.9020 185.2
K=1.00 30028 461 -7099.27 1412.48 5.026
H1-3 (5.03 CR) - 208
T7 78 - 75 L51x51x5 3.3410 3.2255 205.8 K=1.00
24305 461 -5772.96 1143.29 5.049
KL/R > 200 (C) - 222
T8 75 - 69 L51x51x5 4.1379 1.9952 127.3 K=1.00
63523 461 -4554.61 2988.02 1.524
H1-3 (1.52 CR) - 240
T9 69 - 63 L51x51x5 4.1379 1.9952 127.3 K=1.00
63523 461 -5006.48 2988.02 1.676
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
60 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
H1-3 (1.68 CR) - 268 T10 63 - 57 L51x51x5 4.1379 1.9768 126.1
K=1.00 64714 461 -5378.06 3044.02 1.767
H1-3 (1.77 CR) - 296
T11 57 - 51 L51x51x5 4.1379 1.9583 125.0 K=1.00
65918 461 -5701.75 3100.66 1.839
H1-3 (1.84 CR) - 324
T12 51 - 45 L51x51x5 4.1379 1.9583 125.0 K=1.00
65918 461 -5890.67 3100.66 1.900
H1-3 (1.90 CR) - 352
T13 45 - 39 L51x51x6 6.8925 3.8097 123.1 K=0.50
67757 605 -6321.45 4181.22 1.512
H1-3 (1.51 CR) - 378
T14 39 - 33 L51x51x6 7.4360 4.0189 129.9 K=0.50
61013 605 -4133.30 3765.04 1.098
T15 33 - 27 L51x51x6 8.0696 4.2997 139.0
K=0.50 53303 605 -1970.50 3289.28 0.599
T16 27 - 21 L64x64x6 8.7737 4.6292 118.5
K=0.50 72370 768 -2170.35 5665.69 0.383
T17 21 - 15 L64x64x6 9.5328 4.9937 127.8
K=0.50 63009 768 -1356.42 4932.86 0.275
T18 15 - 12 L64x64x6 4.9645 4.8689 249.3
K=1.00 16570 768 -13821.46 1297.25 10.654
KL/R > 200 (C) - 449
T19 12 - 0 L102x102x10 13.5511 13.3870 107.1 K=0.25
83122 1845 -14133.81 15639.69 0.904
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
T1 105 - 100.8 L38x38x5 0.6000 0.5238 70.3 K=1.00
113071 340 -569.78 3922.75 0.145
T2 100.8 - 99 L38x38x5 1.0000 0.9238 124.0
K=1.00 66911 340 -437.32 2321.34 0.188
T7 78 - 75 L64x64x5 2.1250 2.0234 102.4
K=1.00 87375 582 -503.91 5184.88 0.097
T19 12 - 0 L102x102x6 8.4000 4.1238 64.9
K=0.50 113615 1252 -4870.22 14500.54 0.336
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
T1 105 - 100.8 L38x38x5 0.6000 0.5238 70.3 K=1.00
113071 340 -23.57 3922.75 0.006
T2 100.8 - 99 L38x38x5 0.6000 0.5238 70.3 113071 340 -515.49 3922.75 0.131
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
61 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
K=1.00
T3 99 - 93 L51x51x5 1.4000 1.3238 132.3 K=1.00
58842 461 -561.59 2767.82 0.203
T4 93 - 87 L51x51x5 1.4000 1.3238 132.3
K=1.00 58842 461 -1014.24 2767.82 0.366
T5 87 - 81 L51x51x5 1.4000 1.2984 129.7
K=1.00 61166 461 -1790.26 2877.17 0.622
T6 81 - 78 L51x51x5 1.4000 1.2984 82.8
K=1.00 103663 461 -1073.22 4876.16 0.220
T8 75 - 69 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -4356.10 3158.57 1.379
H1-3 (1.38 CR) - 232
T9 69 - 63 L64x64x5 2.8500 2.7484 139.1 K=1.00
53228 582 -2357.69 3158.57 0.746
T10 63 - 57 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -2389.78 3158.57 0.757
T11 57 - 51 L64x64x5 2.8500 2.7230 137.8
K=1.00 54225 582 -2434.57 3217.77 0.757
T12 51 - 45 L64x64x5 2.8500 2.6976 136.5
K=1.00 55251 582 -2569.94 3278.65 0.784
T13 45 - 39 L64x64x5 2.8500 2.6976 136.5
K=1.00 55251 582 -5939.20 3278.65 1.811
H1-3 (1.81 CR) - 370
T16 27 - 21 L76x76x6 5.8770 5.7246 121.2 K=0.50
69734 929 -868.53 6606.21 0.131
T17 21 - 15 L76x76x6 6.8860 6.7336 142.5
K=0.50 50684 929 -1479.01 4801.50 0.308
T18 15 - 12 2L76x76x6x10 7.8950 7.7426 147.5
K=0.45 47326 1858 -10541.81 8966.93 1.176
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
T3 99 - 93 L51x51x5 1.4000 1.3238 132.3 K=1.00
58842 461 -834.48 2767.82 0.301
T4 93 - 87 L51x51x5 1.4000 1.2984 129.7
K=1.00 61166 461 -1582.63 2877.17 0.550
T5 87 - 81 L51x51x5 1.4000 1.2984 129.7
K=1.00 61166 461 -2176.16 2877.17 0.756
T8 75 - 69 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -2034.54 3158.57 0.644
T9 69 - 63 L64x64x5 2.8500 2.7484 139.1
K=1.00 53228 582 -2390.56 3158.57 0.757
T10 63 - 57 L64x64x5 2.8500 2.7230 137.8
K=1.00 54225 582 -2421.44 3217.77 0.753
T11 57 - 51 L64x64x5 2.8500 2.6976 136.5
K=1.00 55251 582 -2454.12 3278.65 0.749
T12 51 - 45 L64x64x5 2.8500 2.6976 136.5
K=1.00 55251 582 -2503.00 3278.65 0.763
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
62 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
Inner Bracing Design Data (Compression)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T19 12 - 0 L76x76x6 5.9397 5.9397 197.5 K=0.50
26394 929 -2142.21 2500.47 0.857
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 105 - 100.8 L76x76x6 4.2000 0.7000 29.6 224080 687 2230.21 15699.97 0.142
T2 100.8 - 99 L76x76x6 1.8868 0.9434 39.9 224080 687 3453.72 15699.97 0.220
T3 99 - 93 L76x76x6 6.0000 2.0000 84.7 224080 687 11015.72 15699.97 0.702
T4 93 - 87 L102x102x6 6.0000 2.0000 63.0 224080 1010 26239.37 23070.85 1.137
T5 87 - 81 L102x102x8 6.0000 2.0000 63.5 224080 1246 50281.18 28470.01 1.766
H2-1 (1.77 CR) - 153
T6 81 - 78 L102x102x8 3.0435 3.0435 96.6 224080 1246 36295.47 28470.01 1.275
T7 78 - 75 L102x102x8 3.0435 3.0435 96.6 224080 1196 36165.29 27318.33 1.324
T8 75 - 69 L102x102x10 6.0000 3.0000 96.0 224080 1422 40788.72 32487.16 1.256
T9 69 - 63 L102x102x10 6.0000 3.0000 96.0 224080 1422 56010.96 32487.16 1.724
H2-1 (1.72 CR) - 253
T10 63 - 57 L127x127x10 6.0000 3.0000 75.7 224080 1906 74928.94 43543.47 1.721
H2-1 (1.72 CR) - 281
T11 57 - 51 L152x152x10 6.0000 3.0000 62.8 224080 2390 97746.92 54599.84 1.790
bolt (1.44 CR) - 309
T12 51 - 45 L152x152x10 6.0000 3.0000 62.8 224080 2390 124973.35 54599.84 2.289
bolt (2.78 CR) - 337
T13 45 - 39 L152x152x10 6.0423 6.0423 126.5 224080 2390 128578.50 54599.84 2.355
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
63 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
bolt (3.23 CR) - 365
T14 39 - 33 L152x152x10 6.0423 6.0423 126.5 224080 2390 120988.09 54599.84 2.216
H2-1 (2.22 CR) - 381
T15 33 - 27 L152x152x10 6.0423 6.0423 126.5 224080 2390 116054.36 54599.84 2.126
H2-1 (2.13 CR) - 393
T16 27 - 21 L152x152x10 6.0423 6.0423 126.5 224080 2390 114101.65 54599.84 2.090
H2-1 (2.09 CR) - 405
T17 21 - 15 L152x152x10 6.0423 6.0423 126.5 224080 2390 115186.19 54599.84 2.110
H2-1 (2.11 CR) - 421
T18 15 - 12 L152x152x13 3.0212 3.0212 63.9 224080 3145 107153.97 71866.29 1.491
bolt (1.79 CR) - 437
T19 12 - 0 L152x152x13 12.2744 12.2744 259.8 224080 3145 108326.96 71866.29 1.507
bolt (2.17 CR) - 457
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 105 - 100.8 L38x38x5 0.9220 0.8049 69.4 148927 340 1449.21 5166.69 0.280
T2 100.8 - 99 L38x38x5 1.2207 1.1259 97.1 148927 340 1368.75 5166.69 0.265
T3 99 - 93 L38x38x5 2.4413 1.1542 99.5 199948 249 2075.69 5086.95 0.408
T4 93 - 87 L38x38x5 2.4413 1.1321 97.6 199948 249 3448.92 5086.95 0.678
T5 87 - 81 L38x38x5 2.4413 1.1321 97.6 199948 249 6407.72 5086.95 1.260
T6 81 - 78 L51x51x5 3.1018 2.9020 185.2 148927 461 12336.08 7005.28 1.761
bolt (1.67 CR) - 212
T7 78 - 75 L51x51x5 3.3410 3.2255 205.8 148927 461 6991.36 7005.28 0.998
T8 75 - 69 L51x51x5 4.1379 1.9952 127.3 148927 461 4249.83 7005.28 0.607
T9 69 - 63 L51x51x5 4.1379 1.9952 127.3 148927 461 6176.48 7005.28 0.882
T10 63 - 57 L51x51x5 4.1379 1.9768 126.1 148927 461 7161.86 7005.28 1.022
T11 57 - 51 L51x51x5 4.1379 1.9583 125.0 148927 461 8371.64 7005.28 1.195
T12 51 - 45 L51x51x5 4.1379 1.9583 125.0 148927 461 12601.03 7005.28 1.799
bolt (1.70 CR) - 349
T13 45 - 39 L51x51x6 6.8925 3.8097 246.3 148927 605 14158.16 9190.15 1.541
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
64 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
H2-1 (1.54 CR) - 373
T14 39 - 33 L51x51x6 7.4360 4.0189 259.8 148927 605 3536.29 9190.15 0.385
T15 33 - 27 L51x51x6 8.0696 4.2997 278.0 148927 605 2463.49 9190.15 0.268
T16 27 - 21 L64x64x6 8.7737 4.6292 237.0 148927 768 9180.94 11659.14 0.787
T17 21 - 15 L64x64x6 9.5328 4.9937 255.7 148927 768 6422.73 11659.14 0.551
T18 15 - 12 L64x64x6 4.9645 4.8689 249.3 148927 768 12489.99 11659.14 1.071
T19 12 - 0 L102x102x10 13.5511 13.3870 428.5 148927 1845 12692.47 28021.13 0.453
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
T1 105 - 100.8 L38x38x5 0.6000 0.5238 45.2 148927 340 647.75 5166.69 0.125
T2 100.8 - 99 L38x38x5 1.0000 0.9238 79.6 148927 340 384.32 5166.69 0.074
T7 78 - 75 L64x64x5 2.1250 2.0234 102.4 148927 582 338.95 8837.43 0.038
T19 12 - 0 L102x102x6 8.4000 4.1238 129.9 148927 1252 5853.29 19007.34 0.308
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 105 - 100.8 L38x38x5 0.6000 0.5238 45.2 148927 340 72.08 5166.69 0.014
T2 100.8 - 99 L38x38x5 0.6000 0.5238 45.2 148927 340 749.62 5166.69 0.145
T3 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 738.45 7005.28 0.105
T4 93 - 87 L51x51x5 1.4000 1.3238 84.5 148927 461 1149.18 7005.28 0.164
T5 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 1968.79 7005.28 0.281
T6 81 - 78 L51x51x5 1.4000 1.2984 82.8 148927 461 1860.49 7005.28 0.266
T8 75 - 69 L64x64x5 2.8500 2.7484 139.1 148927 582 4894.13 8837.43 0.554
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
65 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T9 69 - 63 L64x64x5 2.8500 2.7484 139.1 148927 582 2212.39 8837.43 0.250
T10 63 - 57 L64x64x5 2.8500 2.7484 139.1 148927 582 2214.10 8837.43 0.251
T11 57 - 51 L64x64x5 2.8500 2.7230 137.8 148927 582 2220.45 8837.43 0.251
T12 51 - 45 L64x64x5 2.8500 2.6976 136.5 148927 582 2258.92 8837.43 0.256
T13 45 - 39 L64x64x5 2.8500 2.6976 136.5 148927 582 4350.81 8837.43 0.492
T16 27 - 21 L76x76x6 5.8770 5.7246 242.3 148927 929 725.71 14108.54 0.051
T17 21 - 15 L76x76x6 6.8860 6.7336 285.1 148927 929 1122.84 14108.54 0.080
T18 15 - 12 2L76x76x6x10 7.8950 7.7426 327.8 148927 1858 11730.76 28217.08 0.416
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
T3 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 962.31 7005.28 0.137
T4 93 - 87 L51x51x5 1.4000 1.2984 82.8 148927 461 1747.63 7005.28 0.249
T5 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 2133.97 7005.28 0.305
T8 75 - 69 L64x64x5 2.8500 2.7484 139.1 148927 582 2082.87 8837.43 0.236
T9 69 - 63 L64x64x5 2.8500 2.7484 139.1 148927 582 2212.53 8837.43 0.250
T10 63 - 57 L64x64x5 2.8500 2.7230 137.8 148927 582 2212.66 8837.43 0.250
T11 57 - 51 L64x64x5 2.8500 2.6976 136.5 148927 582 2201.60 8837.43 0.249
T12 51 - 45 L64x64x5 2.8500 2.6976 136.5 148927 582 2129.75 8837.43 0.241
Inner Bracing Design Data (Tension)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T19 12 - 0 L76x76x6 5.9397 5.9397 251.4 148927 929 670.84 14108.54 0.048
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
66 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section Capacity Table
Section
No.
Elevation
m
Component
Type
Size Critical
Element
P
kg
SF*Pallow
kg
%
Capacity
Pass
Fail
T1 105 - 100.8 Leg L76x76x6 3 -3230.79 21661.55 14.9 Pass Diagonal L38x38x5 10 -1653.68 3806.12 43.4
50.4 (b) Pass
Horizontal L38x38x5 15 -569.78 5229.03 10.9 Pass Top Girt L38x38x5 5 72.08 6887.20 1.0
2.5 (b) Pass
T2 100.8 - 99 Leg L76x76x6 55 -3610.61 19367.79 18.6 Pass Diagonal L38x38x5 71 -1530.96 2085.48 73.4 Pass Horizontal L38x38x5 66 -437.32 3094.35 14.1 Pass Top Girt L38x38x5 57 749.62 6887.20 10.9
26.1 (b) Pass
T3 99 - 93 Leg L76x76x6 73 11015.72 20928.06 52.6 Pass Diagonal L38x38x5 88 -1483.28 4157.96 35.7
56.1 (b) Pass
Top Girt L51x51x5 77 -561.59 3689.51 15.2 20.0 (b)
Pass
Mid Girt L51x51x5 84 -834.48 3689.51 22.6 Pass T4 93 - 87 Leg L102x102x6 113 26239.37 30753.44 85.3 Pass
Diagonal L38x38x5 128 -2612.36 4234.32 61.7 93.2 (b)
Pass
Top Girt L51x51x5 120 -1014.24 3689.51 27.5 31.1 (b)
Pass
Mid Girt L51x51x5 124 -1582.63 3835.27 41.3 Pass T5 87 - 81 Leg L102x102x8 153 50281.18 37950.52 132.5 Fail
Diagonal L38x38x5 165 6407.72 6780.90 94.5 173.2 (b)
Fail
Top Girt L51x51x5 160 -1790.26 3835.27 46.7 53.2 (b)
Pass
Mid Girt L51x51x5 161 -2176.16 3835.27 56.7 Pass T6 81 - 78 Leg L102x102x8 193 36295.47 37950.52 95.6
98.5 (b) Pass
Diagonal L51x51x5 208 -7099.27 1882.83 377.1 Fail Top Girt L51x51x5 200 1860.49 9338.04 19.9 Pass
T7 78 - 75 Leg L102x102x8 213 36165.29 36415.34 99.3 Pass Diagonal L51x51x5 222 -5772.96 1524.01 378.8 Fail Horizontal L64x64x5 201 -503.91 6911.44 7.3 Pass
T8 75 - 69 Leg L102x102x10 227 -38460.47 34592.90 111.2 Fail Diagonal L51x51x5 240 -4554.61 3983.03 114.4 Fail Top Girt L64x64x5 232 -4356.10 4210.37 103.5 Fail Mid Girt L64x64x5 236 -2034.54 4210.37 48.3 Pass
T9 69 - 63 Leg L102x102x10 255 -55964.24 34592.90 161.8 Fail Diagonal L51x51x5 268 -5006.48 3983.03 125.7 Fail Top Girt L64x64x5 257 -2357.69 4210.37 56.0 Pass Mid Girt L64x64x5 264 -2390.56 4210.37 56.8 Pass
T10 63 - 57 Leg L127x127x10 283 -75541.75 49670.71 152.1 Fail Diagonal L51x51x5 296 -5378.06 4057.68 132.5 Fail Top Girt L64x64x5 288 -2389.78 4210.37 56.8 Pass Mid Girt L64x64x5 289 -2421.44 4289.28 56.5 Pass
T11 57 - 51 Leg L152x152x10 311 -96890.08 55404.62 174.9 Fail Diagonal L51x51x5 324 -5701.75 4133.18 138.0 Fail Top Girt L64x64x5 313 -2434.57 4289.28 56.8 Pass Mid Girt L64x64x5 317 -2454.12 4370.44 56.2 Pass
T12 51 - 45 Leg L152x152x10 339 -119581.95 55404.62 215.8 Fail Diagonal L51x51x5 352 -5890.67 4133.18 142.5 Fail Top Girt L64x64x5 341 -2569.94 4370.44 58.8 Pass
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
67 of 67
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Date
12:33:29 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Size Critical
Element
P
kg
SF*Pallow
kg
%
Capacity
Pass
Fail
Mid Girt L64x64x5 345 -2503.00 4370.44 57.3 Pass T13 45 - 39 Leg L152x152x10 367 -118824.45 55298.93 214.9
242.3 (b) Fail
Diagonal L51x51x6 373 14158.16 12250.47 115.6 Fail Top Girt L64x64x5 370 -5939.20 4370.44 135.9 Fail
T14 39 - 33 Leg L152x152x10 383 -102828.97 55298.93 186.0 Fail Diagonal L51x51x6 390 -4133.30 5018.79 82.4 Pass
T15 33 - 27 Leg L152x152x10 395 -95832.30 55298.93 173.3 Fail Diagonal L51x51x6 402 -1970.50 4384.60 44.9 Pass
T16 27 - 21 Leg L152x152x10 407 -90879.52 55298.93 164.3 Fail Diagonal L64x64x6 413 9180.94 15541.64 59.1
69.8 (b) Pass
Top Girt L76x76x6 409 -868.53 8806.08 9.9 Pass T17 21 - 15 Leg L152x152x10 423 -90463.13 55298.93 163.6 Fail
Diagonal L64x64x6 429 6422.73 15541.64 41.3 48.8 (b)
Pass
Top Girt L76x76x6 425 -1479.01 6400.40 23.1 Pass T18 15 - 12 Leg L152x152x13 437 107153.97 95797.76 111.9
134.3 (b) Fail
Diagonal L64x64x6 449 -13821.46 1729.24 799.3 Fail Top Girt 2L76x76x6x10 444 -10541.81 11952.92 88.2 Pass
T19 12 - 0 Leg L152x152x13 457 108326.96 95797.76 113.1 162.9 (b)
Fail
Diagonal L102x102x10 466 -14133.81 20847.70 67.8 Pass Horizontal L102x102x6 451 -4870.22 19329.21 25.2 Pass Inner Bracing L76x76x6 470 -2142.21 3333.13 64.3 Pass Summary Leg (T13) 242.3 Fail Diagonal
(T18) 799.3 Fail
Horizontal (T19)
25.2 Pass
Top Girt (T13)
135.9 Fail
Mid Girt (T12)
57.3 Pass
Inner Bracing (T19)
64.3 Pass
Bolt Checks 242.3 Fail RATING = 799.3 Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99+6m C. NUEVA EB. LA PITA.eri
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA DE DEFLEXIONES-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri
Dwg No. E-5
TIA/EIA-222-F - Service - 60 kph Maximum Values
0
0
500
500
1000
1000
Deflection (mm)
105.0000
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
Ele
va
tio
n (
m)
0
0
0.5
0.5
1
1
Tilt (deg)0
0
0.05
0.05
0.1
0.1
-0.05
-0.05
-0.1
-0.1
Twist (deg)
105.0000
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA CABLES GUIA DE ONDA-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri
Dwg No. E-7
Feedline Distribution Chart
0.0000 - 105.0000Round Flat App In Face App Out Face Truss Leg
Face A
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
105.0000
Ele
va
tio
n (
m)
Face B
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
104.0000103.0000102.0000101.0000
Face C
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
104.0000103.0000102.0000101.0000
(4)
1 (
4 A
NT
RF
N)
(4)
1 (
4 A
NT
RF
N)
(3)
1 (
3 A
NT
RF
N)
(3)
1 (
3 A
NT
RF
N)
Face D
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
105.0000
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
104.0000103.0000102.0000101.0000
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
7/8
(1 A
NT
MW
E)
7/8
(1 A
NT
MW
E)
(2)
7/8
(2 A
NT
MW
E)
7/8
(1 A
NT
GR
IP E
)
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA DE ESFUERZOS-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA EB. LA PITA\TC99+6m C. NUEVA EB. LA PITA.eri
Dwg No. E-8
Stress Distribution Chart
0.0000 - 105.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress
Face A Face B Face C Face D
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
105.0000
Ele
va
tio
n (
m)
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
105.0000
DOLMEN Integración de Proyectos
Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
CONDICION NUEVA + REFUERZO.
EB. CERRO LA PITA.
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: SILUETA DE CALCULO-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri
Dwg No. E-1
105.0 m
100.8 m
99.0 m
93.0 m
87.0 m
81.0 m
78.0 m
75.0 m
69.0 m
63.0 m
57.0 m
51.0 m
45.0 m
39.0 m
33.0 m
27.0 m
21.0 m
15.0 m
12.0 m
0.0 m
REACTIONS - 120 kph WINDTORQUE 16753 kg-m
24559 kgSHEAR
1269960 kg-mMOMENT
17965 kgAXIAL
SHEAR: 16486 kgUPLIFT: -75623 kgDOWN: 73422 kg
MAX. CORNER REACTIONS AT BASE:
S
ection
T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
T12
T13
T14
T15
T16
T17
T18
T19
Legs
L76x76x6
L102x102x6
L102x8+
L76x6
L102x10+
L102x10
AB
L152x10+
L102x13
L152x10+
L102x10
L152x13+
L102x10
Leg G
rade
A572-5
0
D
iagonals
L38x38x5
2L51x51x5
L51x51x6
L64x64x6
CL102x102x10
D
iagonal G
rade
A36
T
op G
irts
L38x38x5
L51x51x5
N.A
.L64x64x5
N.A
.L76x76x6
DN
.A.
M
id G
irts
N.A
.L51x51x5
N.A
.L64x64x5
N.A
.
H
orizonta
lsL38x38x5
N.A
.E
N.A
.L102x102x6
In
ner
Bra
cin
gN
.A.
L76x76x6
F
ace W
idth
(m
)0.6
1.4
2.1
25
2.8
53.8
59
4.8
68
5.8
77
6.8
86
7.8
95
8.4
12.0
5
# P
anels
@ (
m)
6 @
0.7
F9 @
212 @
35 @
61 @
31 @
12
W
eig
ht (k
g)
146.3
69.4
325.9
325.9
325.9
300.0
348.6
875.4
875.4
875.4
875.4
797.2
471.0
423.8
460.0
891.6
990.6
1408.8
3110.1
13896.6
CxMANTENIMIENTO 105AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 104.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 103.5AT15-250 (N) 102.5AT15-250 (N) 102.5AT15-250 (N) 102.5AT15-250 (N) 101.5AT15-250 (N) 101.5AT15-250 (N) 101.56 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 966 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.20x0.80m (E) 926 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 886 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 836 ANT TV 0.25x1.0m (E) 833 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 723 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.53 ANT TV 0.30x1.20m (E) 68.58 FT DISH (1 ANT MW Ø2.40m E) 278 FT DISH (1 ANT MW Ø2.40m E) 248 FT DISH (1 ANT MW Ø2.40m E) 188 FT DISH (1 ANT MW Ø2.40m E) 18ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5DESIGNED APPURTENANCE LOADING
TYPE TYPEELEVATION ELEVATIONCxMANTENIMIENTO 105
AT15-250 (N) 104.5
AT15-250 (N) 104.5
AT15-250 (N) 104.5
AT15-250 (N) 104.5
AT15-250 (N) 103.5
AT15-250 (N) 103.5
AT15-250 (N) 103.5
AT15-250 (N) 103.5
AT15-250 (N) 102.5
AT15-250 (N) 102.5
AT15-250 (N) 102.5
AT15-250 (N) 101.5
AT15-250 (N) 101.5
AT15-250 (N) 101.5
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 96
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.20x0.80m (E) 92
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 88
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
6 ANT TV 0.25x1.0m (E) 83
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 72
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
3 ANT TV 0.30x1.20m (E) 68.5
8 FT DISH (1 ANT MW Ø2.40m E) 27
8 FT DISH (1 ANT MW Ø2.40m E) 24
8 FT DISH (1 ANT MW Ø2.40m E) 18
8 FT DISH (1 ANT MW Ø2.40m E) 18
ANT GRIP 1.0x2.50m (1 ANT GRIP E)
7.5
SYMBOL LISTMARK MARKSIZE SIZE
A L127x10+L102x10
B L152x10+L102x10
C 2L64x64x6
D 2L76x76x6x10
E L64x64x5
F 2 @ 0.9
MATERIAL STRENGTHGRADE GRADEFy FyFu Fu
A572-50 344738 kPa 448159 kPa A36 248211 kPa 399896 kPa
TOWER DESIGN NOTES1. Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard.2. Deflections are based upon a 60 kph wind.3. Weld together tower sections have flange connections.4. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per
TIA/EIA-222 and AISC Specifications.5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM
A153 Standards.6. Welds are fabricated with ER-70S-6 electrodes.7. TOWER RATING: 84.3%
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
1 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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 3 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data
The main tower is a 4x free standing tower with an overall height of 105.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 0.6000 m at the top and 12.0500 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply:
Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC
Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options
Consider Moments - Legs √ Distribute Leg Loads As Uniform √ Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X-Brace Ly Rules Consider Moments - Diagonals √ Assume Rigid Index Plate Calculate Redundant Bracing Forces Use Moment Magnification √ Use Clear Spans For Wind Area Ignore Redundant Members in FEA Use Code Stress Ratios √ Use Clear Spans For KL/r √ SR Leg Bolts Resist Compression Use Code Safety Factors - Guys Retension Guys To Initial Tension √ All Leg Panels Have Same Allowable Escalate Ice √ Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz Use Azimuth Dish Coefficients √ Consider Feedline Torque Use Special Wind Profile √ Project Wind Area of Appurt. √ Include Angle Block Shear Check √ Include Bolts In Member Capacity √ Autocalc Torque Arm Areas Poles √ Leg Bolts Are At Top Of Section SR Members Have Cut Ends Include Shear-Torsion Interaction Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub-Critical Flow Use Diamond Inner Bracing (4 Sided) Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
2 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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 105.0000-100.8000
0.6000 1 4.2000
T2 100.8000-99.0000
0.6000 1 1.8000
T3 99.0000-93.0000 1.4000 1 6.0000 T4 93.0000-87.0000 1.4000 1 6.0000 T5 87.0000-81.0000 1.4000 1 6.0000 T6 81.0000-78.0000 1.4000 1 3.0000 T7 78.0000-75.0000 2.1250 1 3.0000 T8 75.0000-69.0000 2.8500 1 6.0000 T9 69.0000-63.0000 2.8500 1 6.0000 T10 63.0000-57.0000 2.8500 1 6.0000 T11 57.0000-51.0000 2.8500 1 6.0000 T12 51.0000-45.0000 2.8500 1 6.0000 T13 45.0000-39.0000 2.8500 1 6.0000 T14 39.0000-33.0000 3.8590 1 6.0000 T15 33.0000-27.0000 4.8680 1 6.0000 T16 27.0000-21.0000 5.8770 1 6.0000 T17 21.0000-15.0000 6.8860 1 6.0000 T18 15.0000-12.0000 7.8950 1 3.0000 T19 12.0000-0.0000 8.4000 1 12.0000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
3 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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 105.0000-100.8000
0.7000 Diag Down No Yes 0 0
T2 100.8000-99.0000
0.9000 Diag Down No Yes 0 0
T3 99.0000-93.0000 2.0000 X Brace No No 0 0 T4 93.0000-87.0000 2.0000 X Brace No No 0 0 T5 87.0000-81.0000 2.0000 X Brace No No 0 0 T6 81.0000-78.0000 3.0000 K Brace Up No Yes 0 0 T7 78.0000-75.0000 3.0000 K Brace Down No Yes 0 0 T8 75.0000-69.0000 3.0000 X Brace No No 0 0 T9 69.0000-63.0000 3.0000 X Brace No No 0 0 T10 63.0000-57.0000 3.0000 X Brace No No 0 0 T11 57.0000-51.0000 3.0000 X Brace No No 0 0 T12 51.0000-45.0000 3.0000 X Brace No No 0 0 T13 45.0000-39.0000 6.0000 X Brace No No 0 0 T14 39.0000-33.0000 6.0000 X Brace No No 0 0 T15 33.0000-27.0000 6.0000 X Brace No No 0 0 T16 27.0000-21.0000 6.0000 X Brace No No 0 0 T17 21.0000-15.0000 6.0000 X Brace No No 0 0 T18 15.0000-12.0000 3.0000 K Brace Up No Yes 0 0 T19 12.0000-0.0000 12.0000 K Brace Down No Yes 0 0
Tower Section Geometry (cont’d)
Tower
Elevation
m
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
T1 105.0000-100.80
00
Equal Angle L76x76x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T2 100.8000-99.000
0
Equal Angle L76x76x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T3 99.0000-93.0000
Equal Angle L76x76x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T4 93.0000-87.0000
Equal Angle L102x102x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T5 87.0000-81.0000
Arbitrary Shape L102x8+L76x6 A572-50 (344738 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T6 81.0000-78.0000
Arbitrary Shape L102x8+L76x6 A572-50 (344738 kPa)
Double Angle 2L51x51x5 A36 (248211 kPa)
T7 78.0000-75.0000
Arbitrary Shape L102x8+L76x6 A572-50 (344738 kPa)
Double Angle 2L51x51x5 A36 (248211 kPa)
T8 75.0000-69.0000
Arbitrary Shape L102x10+L102x10 A572-50 (344738 kPa)
Double Angle 2L51x51x5 A36 (248211 kPa)
T9 69.0000-63.0000
Arbitrary Shape L102x10+L102x10 A572-50 (344738 kPa)
Double Angle 2L51x51x5 A36 (248211 kPa)
T10 63.0000-57.0000
Arbitrary Shape L127x10+L102x10 A572-50 (344738 kPa)
Double Angle 2L51x51x5 A36 (248211 kPa)
T11 57.0000-51.0000
Arbitrary Shape L152x10+L102x10 A572-50 (344738 kPa)
Double Angle 2L51x51x5 A36 (248211 kPa)
T12 51.0000-45.0000
Arbitrary Shape L152x10+L102x13 A572-50 (344738 kPa)
Double Angle 2L51x51x5 A36 (248211 kPa)
T13 Arbitrary Shape L152x10+L102x13 A572-50 Equal Angle L51x51x6 A36
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
4 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Tower
Elevation
m
Leg
Type
Leg
Size
Leg
Grade
Diagonal
Type
Diagonal
Size
Diagonal
Grade
45.0000-39.0000 (344738 kPa) (248211 kPa) T14
39.0000-33.0000 Arbitrary Shape L152x10+L102x13 A572-50
(344738 kPa) Equal Angle L51x51x6 A36
(248211 kPa) T15
33.0000-27.0000 Arbitrary Shape L152x10+L102x10 A572-50
(344738 kPa) Equal Angle L51x51x6 A36
(248211 kPa) T16
27.0000-21.0000 Arbitrary Shape L152x10+L102x10 A572-50
(344738 kPa) Equal Angle L64x64x6 A36
(248211 kPa) T17
21.0000-15.0000 Arbitrary Shape L152x10+L102x10 A572-50
(344738 kPa) Equal Angle L64x64x6 A36
(248211 kPa) T18
15.0000-12.0000 Arbitrary Shape L152x13+L102x10 A572-50
(344738 kPa) Double Angle 2L64x64x6 A36
(248211 kPa) T19
12.0000-0.0000 Arbitrary Shape L152x13+L102x10 A572-50
(344738 kPa) Equal Angle L102x102x10 A36
(248211 kPa)
Tower Section Geometry (cont’d)
Tower
Elevation
m
Top Girt
Type
Top Girt
Size
Top Girt
Grade
Bottom Girt
Type
Bottom Girt
Size
Bottom Girt
Grade
T1 105.0000-100.80
00
Equal Angle L38x38x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T2 100.8000-99.000
0
Equal Angle L38x38x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T3 99.0000-93.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T4 93.0000-87.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T5 87.0000-81.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T6 81.0000-78.0000
Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T8 75.0000-69.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T9 69.0000-63.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T10 63.0000-57.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T11 57.0000-51.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T12 51.0000-45.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T13 45.0000-39.0000
Equal Angle L64x64x5 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T16 27.0000-21.0000
Equal Angle L76x76x6 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T17 21.0000-15.0000
Equal Angle L76x76x6 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
T18 15.0000-12.0000
Double Equal Angle
2L76x76x6x10 A36 (248211 kPa)
Single Angle A36 (248211 kPa)
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
5 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Tower Section Geometry (cont’d)
Tower
Elevation
m
No.
of
Mid
Girts
Mid Girt
Type
Mid Girt
Size
Mid Girt
Grade
Horizontal
Type
Horizontal
Size
Horizontal
Grade
T1 105.0000-100.80
00
None Equal Angle A36 (248211 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T2 100.8000-99.000
0
None Equal Angle A36 (248211 kPa)
Equal Angle L38x38x5 A36 (248211 kPa)
T3 99.0000-93.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T4 93.0000-87.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T5 87.0000-81.0000
2 Equal Angle L51x51x5 A36 (248211 kPa)
Equal Angle A36 (248211 kPa)
T6 81.0000-78.0000
None Equal Angle A36 (248211 kPa)
Solid Round 8 A36 (248211 kPa)
T7 78.0000-75.0000
None Equal Angle A36 (248211 kPa)
Equal Angle L64x64x5 A36 (248211 kPa)
T8 75.0000-69.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T9 69.0000-63.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T10 63.0000-57.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T11 57.0000-51.0000
1 Equal Angle L64x64x5 A36 (248211 kPa)
Solid Round A36 (248211 kPa)
T18 15.0000-12.0000
None Equal Angle A36 (248211 kPa)
Solid Round 8 A36 (248211 kPa)
T19 12.0000-0.0000
None Equal Angle A36 (248211 kPa)
Equal Angle L102x102x6 A36 (248211 kPa)
Tower Section Geometry (cont’d)
Tower
Elevation
m
Secondary
Horizontal Type
Secondary Horizontal
Size
Secondary
Horizontal
Grade
Inner Bracing
Type
Inner Bracing Size
Inner Bracing
Grade
T19 12.0000-0.0000
Solid Round A36 (248211 kPa)
Equal Angle L76x76x6 A36 (248211 kPa)
Tower Section Geometry (cont’d)
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 105.0000-100.
8000
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
6 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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
T2 100.8000-99.0
000
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
T3 99.0000-93.00
00
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
T4 93.0000-87.00
00
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
T5 87.0000-81.00
00
0.0000 0 A36 (248211 kPa)
1 1 1.5 0 0
T6 81.0000-78.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T7 78.0000-75.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T8 75.0000-69.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T9 69.0000-63.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T10 63.0000-57.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T11 57.0000-51.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T12 51.0000-45.00
00
0.0000 0 A36 (248211 kPa)
1.1 1 1.5 0 0
T13 45.0000-39.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T14 39.0000-33.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T15 33.0000-27.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T16 27.0000-21.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T17 21.0000-15.00
00
0.0000 0 A36 (248211 kPa)
1.2 1 1.5 0 0
T18 15.0000-12.00
00
0.0000 0 A36 (248211 kPa)
1.3 1 1.5 0 0
T19 12.0000-0.000
0
0.0000 0 A36 (248211 kPa)
1.45 1 1.5 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
7 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Tower Section Geometry (cont’d)
K Factors1
Tower
Elevation
m
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Legs X
Brace
Diags
X
Y
K
Brace
Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T1 105.0000-100.
8000
No No 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T2 100.8000-99.0
000
No No 1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
T3 99.0000-93.00
00
No No 0.5 1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
T4 93.0000-87.00
00
No No 0.5 1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
T5 87.0000-81.00
00
No No 0.5 1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
T6 81.0000-78.00
00
No No 0.5 1 0.5
0.5 0.5
1 1
1 0.5
1 1
1 1
1 1
T7 78.0000-75.00
00
No No 0.5 1 0.5
0.5 0.5
1 1
1 0.5
1 1
1 1
1 1
T8 75.0000-69.00
00
No No 0.5 1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
1 1
T9 69.0000-63.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T10 63.0000-57.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T11 57.0000-51.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T12 51.0000-45.00
00
No No 0.5 1 0.5
1 1
1 1
1 0.5
1 1
1 1
1 1
T13 45.0000-39.00
00
No No 0.25 0.25 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T14 39.0000-33.00
00
No No 0.25 0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T15 33.0000-27.00
00
No No 0.25 0.5 0.25
1 1
1 1
1 0.5
1 1
1 1
1 1
T16 27.0000-21.00
00
No No 0.25 0.5 0.25
1 1
1 1
0.5 0.25
1 1
1 1
1 1
T17 21.0000-15.00
00
No No 0.25 0.5 0.25
1 1
1 1
0.5 0.25
0.5 0.25
1 1
1 1
T18 15.0000-12.00
00
No No 0.5 1 1
0.5 0.25
1 1
0.45 0.25
0.5 0.25
1 1
1 1
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
8 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
K Factors1
Tower
Elevation
m
Calc
K
Single
Angles
Calc
K
Solid
Rounds
Legs X
Brace
Diags
X
Y
K
Brace
Diags
X
Y
Single
Diags
X
Y
Girts
X
Y
Horiz.
X
Y
Sec.
Horiz.
X
Y
Inner
Brace
X
Y
T19 12.0000-0.000
0
No No 0.125 1 1
0.25 0.125
1 1
1 1
0.5 0.25
1 1
0.5 0.5
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.
Tower Section Geometry (cont’d)
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 105.0000-100.
8000
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T2 100.8000-99.0
000
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T3 99.0000-93.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T4 93.0000-87.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T5 87.0000-81.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T6 81.0000-78.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T7 78.0000-75.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T8 75.0000-69.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T9 69.0000-63.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T10 63.0000-57.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T11 57.0000-51.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T12 51.0000-45.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T13 45.0000-39.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
9 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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
T14 39.0000-33.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T15 33.0000-27.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T16 27.0000-21.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T17 21.0000-15.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T18 15.0000-12.00
00
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
T19 12.0000-0.000
0
0 1 0 1 0 1 0 1 0 0.75 0 1 0 0.75
Tower Section Geometry (cont’d)
Tower
Elevation
m
Leg
Connection
Type
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No.
T1 105.0000-100.
8000
Sleeve SS 16 A394T0
6 13 A394T0
1 13 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T2 100.8000-99.0
000
Sleeve SS 16 A394T0
6 13 A394T0
1 13 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T3 99.0000-93.00
00
Sleeve SS 16 A394T0
6 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T4 93.0000-87.00
00
Sleeve SS 16 A394T0
6 16 A394T0
1 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T5 87.0000-81.00
00
Sleeve SS 16 A394T0
8 16 A394T0
2 16 A394T0
1 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T6 81.0000-78.00
00
Sleeve SS 16 A394T0
8 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T7 78.0000-75.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T8 75.0000-69.00
00
Sleeve SS 19 A394T0
8 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
10 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Tower
Elevation
m
Leg
Connection
Type
Leg Diagonal Top Girt Bottom Girt Mid Girt Long Horizontal Short Horizontal
Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No. Bolt Size
mm
No.
T9 69.0000-63.00
00
Sleeve SS 19 A394T0
12 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T10 63.0000-57.00
00
Sleeve SS 19 A394T0
12 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T11 57.0000-51.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T12 51.0000-45.00
00
Sleeve SS 19 A394T0
20 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T13 45.0000-39.00
00
Sleeve SS 19 A394T0
20 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T14 39.0000-33.00
00
Sleeve SS 19 A394T0
20 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T15 33.0000-27.00
00
Sleeve SS 19 A394T0
20 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T16 27.0000-21.00
00
Sleeve SS 19 A394T0
20 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T17 21.0000-15.00
00
Sleeve SS 19 A394T0
20 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T18 15.0000-12.00
00
Sleeve SS 19 A394T0
16 16 A394T0
2 16 A394T0
2 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
T19 12.0000-0.000
0
Sleeve SS 19 A394T0
16 16 A394T0
3 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0 16 A394T0
0
Feed Line/Linear Appurtenances - Entered As Round Or Flat
Description Face
or
Leg
Allow
Shield
Component
Type
Placement
m
Total
Number
Number
Per Row
Clear
Spacing
mm
Width or
Diameter
mm
Perimeter
mm
Weight
kglm
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 96.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
1/2 D No Ar (CfAe) 92.0000 - 0.0000 1 1 15 15 0.37
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
11 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Description Face
or
Leg
Allow
Shield
Component
Type
Placement
m
Total
Number
Number
Per Row
Clear
Spacing
mm
Width or
Diameter
mm
Perimeter
mm
Weight
kglm
(6 ANT TV E) 1/2
(6 ANT TV E) D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 88.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 83.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 72.0000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37
1/2 (6 ANT TV E)
D No Ar (CfAe) 68.5000 - 0.0000 1 1 15 15 0.37
7/8 (1 ANT MW E)
D No Ar (CfAe) 27.0000 - 0.0000 1 1 28 28 0.80
7/8 (1 ANT MW E)
D No Ar (CfAe) 24.0000 - 0.0000 1 1 28 28 0.80
7/8 (2 ANT MW E)
D No Ar (CfAe) 18.0000 - 0.0000 2 2 28 28 0.80
7/8 (1 ANT GRIP E)
D No Ar (CfAe) 7.5000 - 0.0000 1 1 28 28 0.80
1 (4 ANT RF N)
C No Ar (CfAe) 104.0000 - 0.0000 4 4 32 32 0.86
1 (4 ANT RF N)
C No Ar (CfAe) 103.0000 - 0.0000 4 4 32 32 0.86
1 (3 ANT RF N)
C No Ar (CfAe) 102.0000 - 0.0000 3 3 32 32 0.86
1 (3 ANT RF N)
C No Ar (CfAe) 101.0000 - 0.0000 3 3 32 32 0.86
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 105.0000-100.8000
A B C D
0.000 0.000 0.819 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 22.27 0.00
T2 100.8000-99.0000 A B C D
0.000 0.000 0.800 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 21.75 0.00
T3 99.0000-93.0000 A B C
0.000 0.000 2.667
0.000 0.000 0.000
0.000 0.000 0.000
0.000 0.000 0.000
0.00 0.00 72.50
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
12 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Tower
Section
Tower
Elevation
m
Face AR
m2
AF
m2
CAAA
In Face
m2
CAAA
Out Face
m2
Weight
kg
D 0.177 0.000 0.000 0.000 4.46 T4 93.0000-87.0000 A
B C D
0.000 0.000 2.667 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 17.86
T5 87.0000-81.0000 A B C D
0.000 0.000 2.667 1.179
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 29.76
T6 81.0000-78.0000 A B C D
0.000 0.000 1.333 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 36.25 17.86
T7 78.0000-75.0000 A B C D
0.000 0.000 1.333 0.707
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 36.25 17.86
T8 75.0000-69.0000 A B C D
0.000 0.000 2.667 1.503
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 37.95
T9 69.0000-63.0000 A B C D
0.000 0.000 2.667 1.753
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.27
T10 63.0000-57.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T11 57.0000-51.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T12 51.0000-45.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T13 45.0000-39.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T14 39.0000-33.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T15 33.0000-27.0000 A B C D
0.000 0.000 2.667 1.768
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 44.64
T16 27.0000-21.0000 A B C D
0.000 0.000 2.667 2.022
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 51.88
T17 21.0000-15.0000 A B C D
0.000 0.000 2.667 2.275
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 72.50 59.11
T18 15.0000-12.0000 A B C D
0.000 0.000 1.333 1.222
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00 36.25 31.97
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
13 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Tower
Section
Tower
Elevation
m
Face AR
m2
AF
m2
CAAA
In Face
m2
CAAA
Out Face
m2
Weight
kg
T19 12.0000-0.0000 A B C D
0.000 0.000 5.334 5.100
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
0.00 0.00
145.01 133.89
Feed Line Center of Pressure
Section Elevation
m
CPX
mm
CPZ
mm
CPX
Ice
mm
CPZ
Ice
mm
T1 105.0000-100.8000 56 0 56 0 T2 100.8000-99.0000 161 0 161 0 T3 99.0000-93.0000 203 13 203 13 T4 93.0000-87.0000 172 45 172 45 T5 87.0000-81.0000 285 124 285 124 T6 81.0000-78.0000 330 173 330 173 T7 78.0000-75.0000 415 219 415 219 T8 75.0000-69.0000 414 232 414 232 T9 69.0000-63.0000 404 264 404 264
T10 63.0000-57.0000 404 266 404 266 T11 57.0000-51.0000 406 268 406 268 T12 51.0000-45.0000 442 291 442 291 T13 45.0000-39.0000 533 352 533 352 T14 39.0000-33.0000 739 488 739 488 T15 33.0000-27.0000 873 577 873 577 T16 27.0000-21.0000 712 540 712 540 T17 21.0000-15.0000 756 645 756 645 T18 15.0000-12.0000 617 565 617 565 T19 12.0000-0.0000 880 843 880 843
User Defined Loads
Description Elevation
m
Offset
From
Centroid
m
Azimuth
Angle
°
Weight
kg
Fx
kg
Fz
kg
Wind Force
kg
CAAC
m2
CxMANTENIMIENTO 105.0000 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
6 ANT TV 0.20x0.80m A From Face 0.6000 0.0000 96.0000 No Ice 0.6000 0.1500 48.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
14 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
m
m
m
Azimuth
Adjustment
°
Placement
m
CAAA
Front
m2
CAAA
Side
m2
Weight
kg
(E) 0.0000 0.0000
6 ANT TV 0.20x0.80m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 96.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.20x0.80m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 92.0000 No Ice 0.6000 0.1500 48.00
6 ANT TV 0.25x1.0m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 88.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
6 ANT TV 0.25x1.0m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 83.0000 No Ice 0.7200 0.1800 60.00
3 ANT TV 0.30x1.20m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 72.0000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m D From Face 0.0000 0.0000 72.0000 No Ice 0.4500 0.1200 36.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
15 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Description Face
or
Leg
Offset
Type
Offsets:
Horz
Lateral
Vert
m
m
m
Azimuth
Adjustment
°
Placement
m
CAAA
Front
m2
CAAA
Side
m2
Weight
kg
(E) 0.0000 0.0000
3 ANT TV 0.30x1.20m (E)
A From Face 0.6000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
B From Face 0.0000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
C From Face 0.6000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
3 ANT TV 0.30x1.20m (E)
D From Face 0.0000 0.0000 0.0000
0.0000 68.5000 No Ice 0.4500 0.1200 36.00
AT15-250 (N)
A From Leg 0.0000 0.0000 0.0000
0.0000 104.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
B From Leg 0.0000 0.0000 0.0000
0.0000 104.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
C From Leg 0.6000 0.0000 0.0000
0.0000 104.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
D From Leg 0.6000 0.0000 0.0000
0.0000 104.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
A From Leg 0.0000 0.0000 0.0000
0.0000 103.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
B From Leg 0.0000 0.0000 0.0000
0.0000 103.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
C From Leg 0.6000 0.0000 0.0000
0.0000 103.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
D From Leg 0.6000 0.0000 0.0000
0.0000 103.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
A From Leg 0.0000 0.0000 0.0000
0.0000 102.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
C From Leg 0.6000 0.0000 0.0000
0.0000 102.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
D From Leg 0.6000 0.0000 0.0000
0.0000 102.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
A From Leg 0.0000 0.0000 0.0000
0.0000 101.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
C From Leg 0.6000 0.0000 0.0000
0.0000 101.5000 No Ice 0.4750 0.2600 10.00
AT15-250 (N)
D From Leg 0.6000 0.0000 0.0000
0.0000 101.5000 No Ice 0.4750 0.2600 10.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
16 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Dishes
Description Face
or
Leg
Dish
Type
Offset
Type
Offsets:
Horz
Lateral
Vert
m
Azimuth
Adjustment
°
3 dB
Beam
Width
°
Elevation
m
Outside
Diameter
m
Aperture
Area
m2
Weight
kg
8 FT DISH (1 ANT MW Ø2.40m
E)
B Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 27.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
D Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 24.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
C Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 18.0000 2.4384 No Ice 4.6730 113.85
8 FT DISH (1 ANT MW Ø2.40m
E)
D Paraboloid w/o Radome
From Leg
0.3000 0.0000 0.0000
Worst 18.0000 2.4384 No Ice 4.6730 113.85
ANT GRIP 1.0x2.50m
(1 ANT GRIP E)
C Grid From Leg
0.3000 0.0000 0.0000
Worst 7.5000 1.8000 No Ice 2.5447 45.00
Tower Pressures - No Ice
GH = 1.079
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T1 105.0000-100.
8000
102.9000 1.943 1.32 2.702 A B C D
0.944 0.944 0.944 0.944
0.000 0.000 0.819 0.000
0.640 67.82 67.82 36.31 67.82
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T2 100.8000-99.0
000
99.9000 1.927 1.31 1.880 A B C D
0.439 0.439 0.439 0.439
0.000 0.000 0.800 0.000
0.288 65.51 65.51 23.21 65.51
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T3 99.0000-93.00
00
96.0000 1.905 1.30 8.659 A B C D
1.644 1.644 1.644 1.644
0.000 0.000 2.667 0.177
0.914 55.63 55.63 21.21 50.22
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T4 93.0000-87.00
00
90.0000 1.87 1.27 8.737 A B C D
1.938 1.938 1.938 1.938
0.000 0.000 2.667 0.707
1.219 62.92 62.92 26.48 46.10
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T5 87.0000-81.00
00
84.0000 1.834 1.25 9.012 A B C D
0.715 0.715 0.715 0.715
0.000 0.000 2.667 1.179
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T6 81.0000-78.00
00
79.5000 1.805 1.23 5.596 A B C
0.397 0.397 0.397
0.000 0.000 1.333
0.000 0.00 0.00 0.00
0.000 0.000 0.000
0.000 0.000 0.000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
17 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
D 0.397 0.707 0.00 0.000 0.000 T7
78.0000-75.0000
76.5000 1.785 1.22 7.771 A B C D
0.502 0.502 0.502 0.502
0.000 0.000 1.333 0.707
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T8 75.0000-69.00
00
72.0000 1.755 1.20 17.712 A B C D
1.276 1.276 1.276 1.276
0.000 0.000 2.667 1.503
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T9 69.0000-63.00
00
66.0000 1.712 1.17 17.712 A B C D
1.276 1.276 1.276 1.276
0.000 0.000 2.667 1.753
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T10 63.0000-57.00
00
60.0000 1.666 1.14 17.862 A B C D
1.268 1.268 1.268 1.268
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T11 57.0000-51.00
00
54.0000 1.616 1.10 18.012 A B C D
1.256 1.256 1.256 1.256
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T12 51.0000-45.00
00
48.0000 1.563 1.07 18.012 A B C D
1.064 1.064 1.064 1.064
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T13 45.0000-39.00
00
42.0000 1.504 1.03 21.042 A B C D
1.008 1.008 1.008 1.008
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T14 39.0000-33.00
00
36.0000 1.44 0.98 27.096 A B C D
0.875 0.875 0.875 0.875
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T15 33.0000-27.00
00
30.0000 1.366 0.93 33.150 A B C D
0.956 0.956 0.956 0.956
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T16 27.0000-21.00
00
24.0000 1.282 0.87 39.204 A B C D
1.829 1.829 1.829 1.829
0.000 0.000 2.667 2.022
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T17 21.0000-15.00
00
18.0000 1.181 0.80 45.258 A B C D
2.039 2.039 2.039 2.039
0.000 0.000 2.667 2.275
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T18 15.0000-12.00
00
13.5000 1.088 0.74 24.901 A B C D
1.571 1.571 1.571 1.571
0.000 0.000 1.333 1.222
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T19 12.0000-0.000
0
6.0000 1 0.68 124.550 A B C D
5.159 5.159 5.159 5.159
0.000 0.000 5.334 5.100
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
18 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Tower Pressure - Service
GH = 1.079
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
T1 105.0000-100.
8000
102.9000 1.943 0.33 2.702 A B C D
0.944 0.944 0.944 0.944
0.000 0.000 0.819 0.000
0.640 67.82 67.82 36.31 67.82
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T2 100.8000-99.0
000
99.9000 1.927 0.33 1.880 A B C D
0.439 0.439 0.439 0.439
0.000 0.000 0.800 0.000
0.288 65.51 65.51 23.21 65.51
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T3 99.0000-93.00
00
96.0000 1.905 0.32 8.659 A B C D
1.644 1.644 1.644 1.644
0.000 0.000 2.667 0.177
0.914 55.63 55.63 21.21 50.22
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T4 93.0000-87.00
00
90.0000 1.87 0.32 8.737 A B C D
1.938 1.938 1.938 1.938
0.000 0.000 2.667 0.707
1.219 62.92 62.92 26.48 46.10
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T5 87.0000-81.00
00
84.0000 1.834 0.31 9.012 A B C D
0.715 0.715 0.715 0.715
0.000 0.000 2.667 1.179
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T6 81.0000-78.00
00
79.5000 1.805 0.31 5.596 A B C D
0.397 0.397 0.397 0.397
0.000 0.000 1.333 0.707
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T7 78.0000-75.00
00
76.5000 1.785 0.30 7.771 A B C D
0.502 0.502 0.502 0.502
0.000 0.000 1.333 0.707
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T8 75.0000-69.00
00
72.0000 1.755 0.30 17.712 A B C D
1.276 1.276 1.276 1.276
0.000 0.000 2.667 1.503
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T9 69.0000-63.00
00
66.0000 1.712 0.29 17.712 A B C D
1.276 1.276 1.276 1.276
0.000 0.000 2.667 1.753
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T10 63.0000-57.00
00
60.0000 1.666 0.28 17.862 A B C D
1.268 1.268 1.268 1.268
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T11 57.0000-51.00
00
54.0000 1.616 0.28 18.012 A B C D
1.256 1.256 1.256 1.256
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T12 51.0000-45.00
00
48.0000 1.563 0.27 18.012 A B C D
1.064 1.064 1.064 1.064
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T13 45.0000-39.00
00
42.0000 1.504 0.26 21.042 A B C D
1.008 1.008 1.008 1.008
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T14 36.0000 1.44 0.25 27.096 A 0.875 0.000 0.000 0.00 0.000 0.000
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
19 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
Elevation
m
z
m
KZ
qz
kPa
AG
m2
F
a
c
e
AF
m2
AR
m2
Aleg
m2
Leg
%
CAAA
In
Face
m2
CAAA
Out
Face
m2
39.0000-33.0000
B C D
0.875 0.875 0.875
0.000 2.667 1.768
0.00 0.00 0.00
0.000 0.000 0.000
0.000 0.000 0.000
T15 33.0000-27.00
00
30.0000 1.366 0.23 33.150 A B C D
0.956 0.956 0.956 0.956
0.000 0.000 2.667 1.768
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T16 27.0000-21.00
00
24.0000 1.282 0.22 39.204 A B C D
1.829 1.829 1.829 1.829
0.000 0.000 2.667 2.022
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T17 21.0000-15.00
00
18.0000 1.181 0.20 45.258 A B C D
2.039 2.039 2.039 2.039
0.000 0.000 2.667 2.275
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T18 15.0000-12.00
00
13.5000 1.088 0.19 24.901 A B C D
1.571 1.571 1.571 1.571
0.000 0.000 1.333 1.222
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
T19 12.0000-0.000
0
6.0000 1 0.17 124.550 A B C D
5.159 5.159 5.159 5.159
0.000 0.000 5.334 5.100
0.000 0.00 0.00 0.00 0.00
0.000 0.000 0.000 0.000
0.000 0.000 0.000 0.000
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 105.0000-100.
8000
22.27 146.31 A B C D
0.349 0.349 0.653 0.349
2.427 2.427 1.853 2.427
0.632 0.632 0.787 0.632
1 1 1 1
1 1 1 1
0.944 0.944 1.589 0.944
429.06 102.16 C
T2 100.8000-99.0
000
21.75 69.44 A B C D
0.234 0.234 0.659 0.234
2.84 2.84
1.849 2.84
0.598 0.598 0.792 0.598
1 1 1 1
1 1 1 1
0.439 0.439 1.072 0.439
286.51 159.17 C
T3 99.0000-93.00
00
76.97 325.94 A B C D
0.19 0.19
0.498 0.21
3.024 3.024 2.054 2.936
0.588 0.588 0.696 0.593
1 1 1 1
1 1 1 1
1.644 1.644 3.501 1.749
1027.54 171.26 C
T4 93.0000-87.00
00
90.36 325.94 A B C D
0.222 0.222 0.527 0.303
2.888 2.888 2.002 2.581
0.595 0.595 0.712 0.617
1 1 1 1
1 1 1 1
1.938 1.938 3.836 2.374
1076.84 179.47 C
T5 87.0000-81.00
00
102.27 325.94 A B C D
0.079 0.079 0.375
0.21
3.557 3.557 2.349 2.937
0.573 0.573 0.642 0.593
1 1 1 1
1 1 1 1
0.715 0.715 2.427 1.414
784.10 130.68 C
T6 81.0000-78.00
00
54.11 299.95 A B C D
0.071 0.071 0.309 0.197
3.602 3.602 2.558 2.992
0.573 0.573 0.619
0.59
1 1 1 1
1 1 1 1
0.397 0.397 1.222 0.814
423.16 141.05 C
T7 78.0000-75.00
00
54.11 348.55 A B C
0.065 0.065 0.236
3.636 3.636
2.83
0.572 0.572 0.598
1 1 1
1 1 1
0.502 0.502 1.300
492.48 164.16 C
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
20 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
D 0.156 3.179 0.582 1 1 0.914 T8
75.0000-69.0000
110.45 875.36 A B C D
0.072 0.072 0.223 0.157
3.596 3.596 2.885 3.173
0.573 0.573 0.595 0.583
1 1 1 1
1 1 1 1
1.276 1.276 2.863 2.151
1087.05 181.18 C
T9 69.0000-63.00
00
116.78 875.36 A B C D
0.072 0.072 0.223 0.171
3.596 3.596 2.885 3.108
0.573 0.573 0.595 0.585
1 1 1 1
1 1 1 1
1.276 1.276 2.863 2.301
1060.36 176.73 C
T10 63.0000-57.00
00
117.15 875.36 A B C D
0.071 0.071
0.22 0.17
3.601 3.601 2.894 3.113
0.573 0.573 0.595 0.585
1 1 1 1
1 1 1 1
1.268 1.268 2.854 2.302
1031.95 171.99 C
T11 57.0000-51.00
00
117.15 875.36 A B C D
0.07 0.07
0.218 0.168
3.608 3.608 2.905 3.122
0.572 0.572 0.594 0.584
1 1 1 1
1 1 1 1
1.256 1.256 2.841 2.289
1000.30 166.72 C
T12 51.0000-45.00
00
117.15 797.25 A B C D
0.059 0.059 0.207 0.157
3.665 3.665 2.949 3.171
0.572 0.572 0.592 0.583
1 1 1 1
1 1 1 1
1.064 1.064 2.643 2.094
913.53 152.26 C
T13 45.0000-39.00
00
117.15 470.98 A B C D
0.048 0.048 0.175 0.132
3.726 3.726 3.092 3.291
0.571 0.571 0.586 0.579
1 1 1 1
1 1 1 1
1.008 1.008 2.570 2.032
896.35 149.39 C
T14 39.0000-33.00
00
117.15 423.85 A B C D
0.032 0.032 0.131 0.098
3.814 3.814 3.297 3.463
0.571 0.571 0.579 0.575
1 1 1 1
1 1 1 1
0.875 0.875 2.419 1.891
860.90 143.48 C
T15 33.0000-27.00
00
117.15 459.96 A B C D
0.029 0.029 0.109 0.082
3.833 3.833 3.403 3.542
0.57 0.57
0.576 0.573
1 1 1 1
1 1 1 1
0.956 0.956 2.493 1.970
869.22 144.87 C
T16 27.0000-21.00
00
124.38 891.58 A B C D
0.047 0.047 0.115 0.098
3.733 3.733 3.376 3.459
0.571 0.571 0.577 0.575
1 1 1 1
1 1 1 1
1.829 1.829 3.367 2.991
1092.89 182.15 C
T17 21.0000-15.00
00
131.61 990.62 A B C D
0.045 0.045 0.104 0.095
3.742 3.742
3.43 3.474
0.571 0.571 0.576 0.575
1 1 1 1
1 1 1 1
2.039 2.039 3.574 3.346
1085.48 180.91 C
T18 15.0000-12.00
00
68.22 1408.84 A B C D
0.063 0.063 0.117 0.112
3.644 3.644 3.366 3.389
0.572 0.572 0.577 0.576
1 1 1 1
1 1 1 1
1.571 1.571 2.340 2.275
642.63 214.21 C
T19 12.0000-0.000
0
278.90 3110.08 A B C D
0.041 0.041 0.084 0.082
3.762 3.762 3.531 3.541
0.571 0.571 0.574 0.573
1 1 1 1
1 1 1 1
5.159 5.159 8.219 8.084
2176.66 181.39 C
Sum Weight: 1955.06 13896.64 OTM 875765 kg-m
17237.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
21 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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 105.0000-100.
8000
22.27 146.31 A B C D
0.349 0.349 0.653 0.349
2.427 2.427 1.853 2.427
0.632 0.632 0.787 0.632
1.2 1.2 1.2 1.2
1.2 1.2 1.2 1.2
1.133 1.133 1.906 1.133
514.88 122.59 C
T2 100.8000-99.0
000
21.75 69.44 A B C D
0.234 0.234 0.659 0.234
2.84 2.84
1.849 2.84
0.598 0.598 0.792 0.598
1.175 1.175
1.2 1.175
1.175 1.175
1.2 1.175
0.516 0.516 1.287 0.516
343.81 191.01 C
T3 99.0000-93.00
00
76.97 325.94 A B C D
0.19 0.19
0.498 0.21
3.024 3.024 2.054 2.936
0.588 0.588 0.696 0.593
1.142 1.142
1.2 1.158
1.142 1.142
1.2 1.158
1.878 1.878 4.201 2.024
1233.05 205.51 C
T4 93.0000-87.00
00
90.36 325.94 A B C D
0.222 0.222 0.527 0.303
2.888 2.888 2.002 2.581
0.595 0.595 0.712 0.617
1.166 1.166
1.2 1.2
1.166 1.166
1.2 1.2
2.260 2.260 4.603 2.849
1292.21 215.37 C
T5 87.0000-81.00
00
102.27 325.94 A B C D
0.079 0.079 0.375
0.21
3.557 3.557 2.349 2.937
0.573 0.573 0.642 0.593
1.06 1.06 1.2
1.158
1.06 1.06 1.2
1.158
0.758 0.758 2.912 1.636
940.92 156.82 C
T6 81.0000-78.00
00
54.11 299.95 A B C D
0.071 0.071 0.309 0.197
3.602 3.602 2.558 2.992
0.573 0.573 0.619
0.59
1.053 1.053
1.2 1.148
1.053 1.053
1.2 1.148
0.418 0.418 1.466 0.934
507.79 169.26 C
T7 78.0000-75.00
00
54.11 348.55 A B C D
0.065 0.065 0.236 0.156
3.636 3.636
2.83 3.179
0.572 0.572 0.598 0.582
1.048 1.048 1.177 1.117
1.048 1.048 1.177 1.117
0.526 0.526 1.530 1.020
579.71 193.24 C
T8 75.0000-69.00
00
110.45 875.36 A B C D
0.072 0.072 0.223 0.157
3.596 3.596 2.885 3.173
0.573 0.573 0.595 0.583
1.054 1.054 1.167 1.118
1.054 1.054 1.167 1.118
1.345 1.345 3.341 2.404
1268.54 211.42 C
T9 69.0000-63.00
00
116.78 875.36 A B C D
0.072 0.072 0.223 0.171
3.596 3.596 2.885 3.108
0.573 0.573 0.595 0.585
1.054 1.054 1.167 1.128
1.054 1.054 1.167 1.128
1.345 1.345 3.341 2.596
1237.39 206.23 C
T10 63.0000-57.00
00
117.15 875.36 A B C D
0.071 0.071
0.22 0.17
3.601 3.601 2.894 3.113
0.573 0.573 0.595 0.585
1.053 1.053 1.165 1.127
1.053 1.053 1.165 1.127
1.335 1.335 3.326 2.595
1202.45 200.41 C
T11 57.0000-51.00
00
117.15 875.36 A B C D
0.07 0.07
0.218 0.168
3.608 3.608 2.905 3.122
0.572 0.572 0.594 0.584
1.052 1.052 1.163 1.126
1.052 1.052 1.163 1.126
1.322 1.322 3.305 2.578
1163.71 193.95 C
T12 51.0000-45.00
00
117.15 797.25 A B C D
0.059 0.059 0.207 0.157
3.665 3.665 2.949 3.171
0.572 0.572 0.592 0.583
1.044 1.044 1.155 1.118
1.044 1.044 1.155 1.118
1.111 1.111 3.053 2.341
1055.46 175.91 C
T13 45.0000-39.00
00
117.15 470.98 A B C D
0.048 0.048 0.175 0.132
3.726 3.726 3.092 3.291
0.571 0.571 0.586 0.579
1.036 1.036 1.131 1.099
1.036 1.036 1.131 1.099
1.045 1.045 2.907 2.233
1013.77 168.96 C
T14 39.0000-33.00
00
117.15 423.85 A B C D
0.032 0.032 0.131 0.098
3.814 3.814 3.297 3.463
0.571 0.571 0.579 0.575
1.024 1.024 1.098 1.073
1.024 1.024 1.098 1.073
0.896 0.896 2.656 2.030
945.31 157.55 C
T15 117.15 459.96 A 0.029 3.833 0.57 1.022 1.022 0.977 940.47 156.75 C
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
22 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
33.0000-27.0000
B C D
0.029 0.109 0.082
3.833 3.403 3.542
0.57 0.576 0.573
1.022 1.082 1.062
1.022 1.082 1.062
0.977 2.697 2.091
T16 27.0000-21.00
00
124.38 891.58 A B C D
0.047 0.047 0.115 0.098
3.733 3.733 3.376 3.459
0.571 0.571 0.577 0.575
1.035 1.035 1.086 1.074
1.035 1.035 1.086 1.074
1.893 1.893 3.657 3.211
1186.89 197.81 C
T17 21.0000-15.00
00
131.61 990.62 A B C D
0.045 0.045 0.104 0.095
3.742 3.742
3.43 3.474
0.571 0.571 0.576 0.575
1.034 1.034 1.078 1.071
1.034 1.034 1.078 1.071
2.108 2.108 3.852 3.585
1170.12 195.02 C
T18 15.0000-12.00
00
68.22 1408.84 A B C D
0.063 0.063 0.117 0.112
3.644 3.644 3.366 3.389
0.572 0.572 0.577 0.576
1.047 1.047 1.087 1.084
1.047 1.047 1.087 1.084
1.645 1.645 2.545 2.467
698.84 232.95 C
T19 12.0000-0.000
0
278.90 3110.08 A B C D
0.041 0.041 0.084 0.082
3.762 3.762 3.531 3.541
0.571 0.571 0.574 0.573
1.031 1.031 1.063 1.062
1.031 1.031 1.063 1.062
5.320 5.320 8.738 8.584
2314.19 192.85 C
Sum Weight: 1955.06 13896.64 OTM 1022095 kg-m
19609.49
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 105.0000-100.
8000
22.27 146.31 A B C D
0.349 0.349 0.653 0.349
2.427 2.427 1.853 2.427
0.632 0.632 0.787 0.632
1 1 1 1
1 1 1 1
0.944 0.944 1.589 0.944
107.27 25.54 C
T2 100.8000-99.0
000
21.75 69.44 A B C D
0.234 0.234 0.659 0.234
2.84 2.84
1.849 2.84
0.598 0.598 0.792 0.598
1 1 1 1
1 1 1 1
0.439 0.439 1.072 0.439
71.63 39.79 C
T3 99.0000-93.00
00
76.97 325.94 A B C D
0.19 0.19
0.498 0.21
3.024 3.024 2.054 2.936
0.588 0.588 0.696 0.593
1 1 1 1
1 1 1 1
1.644 1.644 3.501 1.749
256.88 42.81 C
T4 93.0000-87.00
00
90.36 325.94 A B C D
0.222 0.222 0.527 0.303
2.888 2.888 2.002 2.581
0.595 0.595 0.712 0.617
1 1 1 1
1 1 1 1
1.938 1.938 3.836 2.374
269.21 44.87 C
T5 87.0000-81.00
00
102.27 325.94 A B C D
0.079 0.079 0.375
0.21
3.557 3.557 2.349 2.937
0.573 0.573 0.642 0.593
1 1 1 1
1 1 1 1
0.715 0.715 2.427 1.414
196.02 32.67 C
T6 81.0000-78.00
00
54.11 299.95 A B C D
0.071 0.071 0.309 0.197
3.602 3.602 2.558 2.992
0.573 0.573 0.619
0.59
1 1 1 1
1 1 1 1
0.397 0.397 1.222 0.814
105.79 35.26 C
T7 78.0000-75.00
00
54.11 348.55 A B C D
0.065 0.065 0.236 0.156
3.636 3.636
2.83 3.179
0.572 0.572 0.598 0.582
1 1 1 1
1 1 1 1
0.502 0.502 1.300 0.914
123.12 41.04 C
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
23 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
T8 75.0000-69.00
00
110.45 875.36 A B C D
0.072 0.072 0.223 0.157
3.596 3.596 2.885 3.173
0.573 0.573 0.595 0.583
1 1 1 1
1 1 1 1
1.276 1.276 2.863 2.151
271.76 45.29 C
T9 69.0000-63.00
00
116.78 875.36 A B C D
0.072 0.072 0.223 0.171
3.596 3.596 2.885 3.108
0.573 0.573 0.595 0.585
1 1 1 1
1 1 1 1
1.276 1.276 2.863 2.301
265.09 44.18 C
T10 63.0000-57.00
00
117.15 875.36 A B C D
0.071 0.071
0.22 0.17
3.601 3.601 2.894 3.113
0.573 0.573 0.595 0.585
1 1 1 1
1 1 1 1
1.268 1.268 2.854 2.302
257.99 43.00 C
T11 57.0000-51.00
00
117.15 875.36 A B C D
0.07 0.07
0.218 0.168
3.608 3.608 2.905 3.122
0.572 0.572 0.594 0.584
1 1 1 1
1 1 1 1
1.256 1.256 2.841 2.289
250.07 41.68 C
T12 51.0000-45.00
00
117.15 797.25 A B C D
0.059 0.059 0.207 0.157
3.665 3.665 2.949 3.171
0.572 0.572 0.592 0.583
1 1 1 1
1 1 1 1
1.064 1.064 2.643 2.094
228.38 38.06 C
T13 45.0000-39.00
00
117.15 470.98 A B C D
0.048 0.048 0.175 0.132
3.726 3.726 3.092 3.291
0.571 0.571 0.586 0.579
1 1 1 1
1 1 1 1
1.008 1.008 2.570 2.032
224.09 37.35 C
T14 39.0000-33.00
00
117.15 423.85 A B C D
0.032 0.032 0.131 0.098
3.814 3.814 3.297 3.463
0.571 0.571 0.579 0.575
1 1 1 1
1 1 1 1
0.875 0.875 2.419 1.891
215.23 35.87 C
T15 33.0000-27.00
00
117.15 459.96 A B C D
0.029 0.029 0.109 0.082
3.833 3.833 3.403 3.542
0.57 0.57
0.576 0.573
1 1 1 1
1 1 1 1
0.956 0.956 2.493 1.970
217.31 36.22 C
T16 27.0000-21.00
00
124.38 891.58 A B C D
0.047 0.047 0.115 0.098
3.733 3.733 3.376 3.459
0.571 0.571 0.577 0.575
1 1 1 1
1 1 1 1
1.829 1.829 3.367 2.991
273.22 45.54 C
T17 21.0000-15.00
00
131.61 990.62 A B C D
0.045 0.045 0.104 0.095
3.742 3.742
3.43 3.474
0.571 0.571 0.576 0.575
1 1 1 1
1 1 1 1
2.039 2.039 3.574 3.346
271.37 45.23 C
T18 15.0000-12.00
00
68.22 1408.84 A B C D
0.063 0.063 0.117 0.112
3.644 3.644 3.366 3.389
0.572 0.572 0.577 0.576
1 1 1 1
1 1 1 1
1.571 1.571 2.340 2.275
160.66 53.55 C
T19 12.0000-0.000
0
278.90 3110.08 A B C D
0.041 0.041 0.084 0.082
3.762 3.762 3.531 3.541
0.571 0.571 0.574 0.573
1 1 1 1
1 1 1 1
5.159 5.159 8.219 8.084
544.16 45.35 C
Sum Weight: 1955.06 13896.64 OTM 218941 kg-m
4309.25
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
24 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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 105.0000-100.
8000
22.27 146.31 A B C D
0.349 0.349 0.653 0.349
2.427 2.427 1.853 2.427
0.632 0.632 0.787 0.632
1.2 1.2 1.2 1.2
1.2 1.2 1.2 1.2
1.133 1.133 1.906 1.133
128.72 30.65 C
T2 100.8000-99.0
000
21.75 69.44 A B C D
0.234 0.234 0.659 0.234
2.84 2.84
1.849 2.84
0.598 0.598 0.792 0.598
1.175 1.175
1.2 1.175
1.175 1.175
1.2 1.175
0.516 0.516 1.287 0.516
85.95 47.75 C
T3 99.0000-93.00
00
76.97 325.94 A B C D
0.19 0.19
0.498 0.21
3.024 3.024 2.054 2.936
0.588 0.588 0.696 0.593
1.142 1.142
1.2 1.158
1.142 1.142
1.2 1.158
1.878 1.878 4.201 2.024
308.26 51.38 C
T4 93.0000-87.00
00
90.36 325.94 A B C D
0.222 0.222 0.527 0.303
2.888 2.888 2.002 2.581
0.595 0.595 0.712 0.617
1.166 1.166
1.2 1.2
1.166 1.166
1.2 1.2
2.260 2.260 4.603 2.849
323.05 53.84 C
T5 87.0000-81.00
00
102.27 325.94 A B C D
0.079 0.079 0.375
0.21
3.557 3.557 2.349 2.937
0.573 0.573 0.642 0.593
1.06 1.06 1.2
1.158
1.06 1.06 1.2
1.158
0.758 0.758 2.912 1.636
235.23 39.20 C
T6 81.0000-78.00
00
54.11 299.95 A B C D
0.071 0.071 0.309 0.197
3.602 3.602 2.558 2.992
0.573 0.573 0.619
0.59
1.053 1.053
1.2 1.148
1.053 1.053
1.2 1.148
0.418 0.418 1.466 0.934
126.95 42.32 C
T7 78.0000-75.00
00
54.11 348.55 A B C D
0.065 0.065 0.236 0.156
3.636 3.636
2.83 3.179
0.572 0.572 0.598 0.582
1.048 1.048 1.177 1.117
1.048 1.048 1.177 1.117
0.526 0.526 1.530 1.020
144.93 48.31 C
T8 75.0000-69.00
00
110.45 875.36 A B C D
0.072 0.072 0.223 0.157
3.596 3.596 2.885 3.173
0.573 0.573 0.595 0.583
1.054 1.054 1.167 1.118
1.054 1.054 1.167 1.118
1.345 1.345 3.341 2.404
317.13 52.86 C
T9 69.0000-63.00
00
116.78 875.36 A B C D
0.072 0.072 0.223 0.171
3.596 3.596 2.885 3.108
0.573 0.573 0.595 0.585
1.054 1.054 1.167 1.128
1.054 1.054 1.167 1.128
1.345 1.345 3.341 2.596
309.35 51.56 C
T10 63.0000-57.00
00
117.15 875.36 A B C D
0.071 0.071
0.22 0.17
3.601 3.601 2.894 3.113
0.573 0.573 0.595 0.585
1.053 1.053 1.165 1.127
1.053 1.053 1.165 1.127
1.335 1.335 3.326 2.595
300.61 50.10 C
T11 57.0000-51.00
00
117.15 875.36 A B C D
0.07 0.07
0.218 0.168
3.608 3.608 2.905 3.122
0.572 0.572 0.594 0.584
1.052 1.052 1.163 1.126
1.052 1.052 1.163 1.126
1.322 1.322 3.305 2.578
290.93 48.49 C
T12 51.0000-45.00
00
117.15 797.25 A B C D
0.059 0.059 0.207 0.157
3.665 3.665 2.949 3.171
0.572 0.572 0.592 0.583
1.044 1.044 1.155 1.118
1.044 1.044 1.155 1.118
1.111 1.111 3.053 2.341
263.86 43.98 C
T13 45.0000-39.00
00
117.15 470.98 A B C D
0.048 0.048 0.175 0.132
3.726 3.726 3.092 3.291
0.571 0.571 0.586 0.579
1.036 1.036 1.131 1.099
1.036 1.036 1.131 1.099
1.045 1.045 2.907 2.233
253.44 42.24 C
T14 39.0000-33.00
00
117.15 423.85 A B C D
0.032 0.032 0.131 0.098
3.814 3.814 3.297 3.463
0.571 0.571 0.579 0.575
1.024 1.024 1.098 1.073
1.024 1.024 1.098 1.073
0.896 0.896 2.656 2.030
236.33 39.39 C
T15 117.15 459.96 A 0.029 3.833 0.57 1.022 1.022 0.977 235.12 39.19 C
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
25 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
Elevation
m
Add
Weight
kg
Self
Weight
kg
F
a
c
e
e CF
RR DF
DR
AE
m2
F
kg
w
kglm
Ctrl.
Face
33.0000-27.0000
B C D
0.029 0.109 0.082
3.833 3.403 3.542
0.57 0.576 0.573
1.022 1.082 1.062
1.022 1.082 1.062
0.977 2.697 2.091
T16 27.0000-21.00
00
124.38 891.58 A B C D
0.047 0.047 0.115 0.098
3.733 3.733 3.376 3.459
0.571 0.571 0.577 0.575
1.035 1.035 1.086 1.074
1.035 1.035 1.086 1.074
1.893 1.893 3.657 3.211
296.72 49.45 C
T17 21.0000-15.00
00
131.61 990.62 A B C D
0.045 0.045 0.104 0.095
3.742 3.742
3.43 3.474
0.571 0.571 0.576 0.575
1.034 1.034 1.078 1.071
1.034 1.034 1.078 1.071
2.108 2.108 3.852 3.585
292.53 48.76 C
T18 15.0000-12.00
00
68.22 1408.84 A B C D
0.063 0.063 0.117 0.112
3.644 3.644 3.366 3.389
0.572 0.572 0.577 0.576
1.047 1.047 1.087 1.084
1.047 1.047 1.087 1.084
1.645 1.645 2.545 2.467
174.71 58.24 C
T19 12.0000-0.000
0
278.90 3110.08 A B C D
0.041 0.041 0.084 0.082
3.762 3.762 3.531 3.541
0.571 0.571 0.574 0.573
1.031 1.031 1.063 1.062
1.031 1.031 1.063 1.062
5.320 5.320 8.738 8.584
578.55 48.21 C
Sum Weight: 1955.06 13896.64 OTM 255524 kg-m
4902.37
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 105.0000-100.800
0 0 Wind Normal 429.06 0.00 -429.06 -44151 -7 24
45 Wind 90 514.88 364.07 -364.07 -37463 -37470 21 90 Wind Normal 429.06 429.06 0.00 0 -44158 0
T2 100.8000-99.0000 0 Wind Normal 286.51 0.00 -286.51 -28622 -11 46 45 Wind 90 343.81 243.11 -243.11 -24287 -24298 39 90 Wind Normal 286.51 286.51 0.00 0 -28633 0
T3 99.0000-93.0000 0 Wind Normal 1027.54 0.00 -1027.54 -98640 -52 208 45 Wind 90 1233.05 871.89 -871.89 -83699 -83754 188 90 Wind Normal 1027.54 1027.54 0.00 3 -98696 14
T4 93.0000-87.0000 0 Wind Normal 1076.84 0.00 -1076.84 -96903 -52 185 45 Wind 90 1292.21 913.73 -913.73 -82223 -82288 198 90 Wind Normal 1076.84 1076.84 0.00 13 -96968 48
T5 87.0000-81.0000 0 Wind Normal 784.10 0.00 -784.10 -65843 -52 223 45 Wind 90 940.92 665.33 -665.33 -55867 -55940 272 90 Wind Normal 784.10 784.10 0.00 21 -65916 97
T6 81.0000-78.0000 0 Wind Normal 423.16 0.00 -423.16 -33625 -33 140 45 Wind 90 507.79 359.06 -359.06 -28530 -28578 181 90 Wind Normal 423.16 423.16 0.00 16 -33674 73
T7 78.0000-75.0000 0 Wind Normal 492.48 0.00 -492.48 -37652 -46 204 45 Wind 90 579.71 409.92 -409.92 -31336 -31404 260 90 Wind Normal 492.48 492.48 0.00 22 -37720 108
T8 75.0000-69.0000 0 Wind Normal 1087.05 0.00 -1087.05 -78213 -104 451 45 Wind 90 1268.54 896.99 -896.99 -64529 -64688 580 90 Wind Normal 1087.05 1087.05 0.00 54 -78372 252
T9 69.0000-63.0000 0 Wind Normal 1060.36 0.00 -1060.36 -69920 -104 428 45 Wind 90 1237.39 874.97 -874.97 -57684 -57852 584 90 Wind Normal 1060.36 1060.36 0.00 63 -70088 280
T10 63.0000-57.0000 0 Wind Normal 1031.95 0.00 -1031.95 -61853 -104 417
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
26 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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 1202.45 850.26 -850.26 -50952 -51120 570 90 Wind Normal 1031.95 1031.95 0.00 64 -62021 275
T11 57.0000-51.0000 0 Wind Normal 1000.30 0.00 -1000.30 -53952 -104 406 45 Wind 90 1163.71 822.86 -822.86 -44371 -44539 555 90 Wind Normal 1000.30 1000.30 0.00 64 -54121 268
T12 51.0000-45.0000 0 Wind Normal 913.53 0.00 -913.53 -43786 -104 404 45 Wind 90 1055.46 746.32 -746.32 -35759 -35928 547 90 Wind Normal 913.53 913.53 0.00 64 -43954 266
T13 45.0000-39.0000 0 Wind Normal 896.35 0.00 -896.35 -37571 -123 478 45 Wind 90 1013.77 716.84 -716.84 -30032 -30230 634 90 Wind Normal 896.35 896.35 0.00 75 -37769 315
T14 39.0000-33.0000 0 Wind Normal 860.90 0.00 -860.90 -30895 -159 636 45 Wind 90 945.31 668.44 -668.44 -23966 -24223 820 90 Wind Normal 860.90 860.90 0.00 98 -31152 420
T15 33.0000-27.0000 0 Wind Normal 869.22 0.00 -869.22 -25956 -196 758 45 Wind 90 940.47 665.01 -665.01 -19830 -20146 964 90 Wind Normal 869.22 869.22 0.00 120 -26273 501
T16 27.0000-21.0000 0 Wind Normal 1092.89 0.00 -1092.89 -26063 -232 779 45 Wind 90 1186.89 839.26 -839.26 -19976 -20375 1051 90 Wind Normal 1092.89 1092.89 0.00 166 -26462 590
T17 21.0000-15.0000 0 Wind Normal 1085.48 0.00 -1085.48 -19319 -269 820 45 Wind 90 1170.12 827.40 -827.40 -14674 -15162 1159 90 Wind Normal 1085.48 1085.48 0.00 220 -19808 700
T18 15.0000-12.0000 0 Wind Normal 642.63 0.00 -642.63 -8545 -148 396 45 Wind 90 698.84 494.16 -494.16 -6541 -6819 584 90 Wind Normal 642.63 642.63 0.00 131 -8824 363
T19 12.0000-0.0000 0 Wind Normal 2176.66 0.00 -2176.66 -12372 -744 1916 45 Wind 90 2314.19 1636.38 -1636.38 -9130 -10562 2820 90 Wind Normal 2176.66 2176.66 0.00 688 -13804 1835
Mast Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -17237.00 -873883 -2646 8920
45 13866.01 -13866.01 -720848 -725376 12026 90 17237.00 0.00 1882 -878411 6405
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 105.0000-100.800
0 0 Wind Normal 107.27 0.00 -107.27 -11038 -7 6
45 Wind 90 128.72 91.02 -91.02 -9366 -9373 5 90 Wind Normal 107.27 107.27 0.00 0 -11045 0
T2 100.8000-99.0000 0 Wind Normal 71.63 0.00 -71.63 -7156 -11 12 45 Wind 90 85.95 60.78 -60.78 -6072 -6083 10 90 Wind Normal 71.63 71.63 0.00 0 -7167 0
T3 99.0000-93.0000 0 Wind Normal 256.88 0.00 -256.88 -24658 -52 52
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
27 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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 90 308.26 217.97 -217.97 -20922 -20977 47 90 Wind Normal 256.88 256.88 0.00 3 -24713 3
T4 93.0000-87.0000 0 Wind Normal 269.21 0.00 -269.21 -24216 -52 46 45 Wind 90 323.05 228.43 -228.43 -20546 -20611 49 90 Wind Normal 269.21 269.21 0.00 13 -24281 12
T5 87.0000-81.0000 0 Wind Normal 196.02 0.00 -196.02 -16445 -52 56 45 Wind 90 235.23 166.33 -166.33 -13951 -14024 68 90 Wind Normal 196.02 196.02 0.00 21 -16518 24
T6 81.0000-78.0000 0 Wind Normal 105.79 0.00 -105.79 -8394 -33 35 45 Wind 90 126.95 89.77 -89.77 -7120 -7169 45 90 Wind Normal 105.79 105.79 0.00 16 -8443 18
T7 78.0000-75.0000 0 Wind Normal 123.12 0.00 -123.12 -9396 -46 51 45 Wind 90 144.93 102.48 -102.48 -7817 -7885 65 90 Wind Normal 123.12 123.12 0.00 22 -9464 27
T8 75.0000-69.0000 0 Wind Normal 271.76 0.00 -271.76 -19513 -104 113 45 Wind 90 317.13 224.25 -224.25 -16091 -16250 145 90 Wind Normal 271.76 271.76 0.00 54 -19671 63
T9 69.0000-63.0000 0 Wind Normal 265.09 0.00 -265.09 -17433 -104 107 45 Wind 90 309.35 218.74 -218.74 -14374 -14541 146 90 Wind Normal 265.09 265.09 0.00 63 -17600 70
T10 63.0000-57.0000 0 Wind Normal 257.99 0.00 -257.99 -15415 -104 104 45 Wind 90 300.61 212.56 -212.56 -12690 -12858 143 90 Wind Normal 257.99 257.99 0.00 64 -15584 69
T11 57.0000-51.0000 0 Wind Normal 250.07 0.00 -250.07 -13440 -104 102 45 Wind 90 290.93 205.72 -205.72 -11045 -11213 139 90 Wind Normal 250.07 250.07 0.00 64 -13608 67
T12 51.0000-45.0000 0 Wind Normal 228.38 0.00 -228.38 -10898 -104 101 45 Wind 90 263.86 186.58 -186.58 -8892 -9060 137 90 Wind Normal 228.38 228.38 0.00 64 -11067 67
T13 45.0000-39.0000 0 Wind Normal 224.09 0.00 -224.09 -9336 -123 119 45 Wind 90 253.44 179.21 -179.21 -7452 -7650 159 90 Wind Normal 224.09 224.09 0.00 75 -9534 79
T14 39.0000-33.0000 0 Wind Normal 215.23 0.00 -215.23 -7650 -159 159 45 Wind 90 236.33 167.11 -167.11 -5918 -6175 205 90 Wind Normal 215.23 215.23 0.00 98 -7907 105
T15 33.0000-27.0000 0 Wind Normal 217.31 0.00 -217.31 -6399 -196 190 45 Wind 90 235.12 166.25 -166.25 -4867 -5184 241 90 Wind Normal 217.31 217.31 0.00 120 -6715 125
T16 27.0000-21.0000 0 Wind Normal 273.22 0.00 -273.22 -6391 -232 195 45 Wind 90 296.72 209.81 -209.81 -4869 -5268 263 90 Wind Normal 273.22 273.22 0.00 166 -6790 147
T17 21.0000-15.0000 0 Wind Normal 271.37 0.00 -271.37 -4665 -269 205 45 Wind 90 292.53 206.85 -206.85 -3504 -3992 290 90 Wind Normal 271.37 271.37 0.00 220 -5154 175
T18 15.0000-12.0000 0 Wind Normal 160.66 0.00 -160.66 -2038 -148 99 45 Wind 90 174.71 123.54 -123.54 -1537 -1816 146 90 Wind Normal 160.66 160.66 0.00 131 -2317 91
T19 12.0000-0.0000 0 Wind Normal 544.16 0.00 -544.16 -2577 -744 479 45 Wind 90 578.55 409.10 -409.10 -1767 -3198 705 90 Wind Normal 544.16 544.16 0.00 688 -4009 459
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
28 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Mast Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -4309.25 -217059 -2646 2230
45 3466.50 -3466.50 -178800 -183328 3006 90 4309.25 0.00 1882 -221587 1601
Discrete Appurtenance Pressures - No Ice GH = 1.079
Description Aiming
Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kPa
CAAC
Front m
2
CAAC
Side m
2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 1.30 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 1.28 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 1.27 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 1.25 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 1.25 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 1.20 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 1.18 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 1.18 0.4500 0.1200 AT15-250 315.0000 10.00 -0.3000 -0.3000 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 104.5000 1.952 1.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 103.5000 1.947 1.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 102.5000 1.941 1.32 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 101.5000 1.936 1.32 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 101.5000 1.936 1.32 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 101.5000 1.936 1.32 0.4750 0.2600 Sum
Weight: 1292.00
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
29 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Discrete Appurtenance Vectors - No Ice
6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.43 0.00 -21.43 -2057 62 -28
45 60.62 15.15 60.62 -15.15 -1455 -5757 -20 90 85.73 0.00 85.73 0.00 0 -8167 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 85.73 0.00 0.00 -85.73 -8263 0 0
45 60.62 15.15 15.15 -60.62 -5853 -1455 -11 90 0.00 21.43 21.43 0.00 -34 -2057 -15
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.43 0.00 -21.43 -2057 -62 28
45 60.62 15.15 60.62 -15.15 -1455 -5882 20 90 85.73 0.00 85.73 0.00 0 -8292 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 85.73 0.00 0.00 -85.73 -8196 0 0
45 60.62 15.15 15.15 -60.62 -5786 -1455 11 90 0.00 21.43 21.43 0.00 34 -2057 15
6 ANT TV 0.20x0.80m - Elevation 92 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.17 0.00 -21.17 -1948 62 -28
45 59.88 14.97 59.88 -14.97 -1377 -5447 -19 90 84.69 0.00 84.69 0.00 0 -7729 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 84.69 0.00 0.00 -84.69 -7825 0 0
45 59.88 14.97 14.97 -59.88 -5543 -1377 -10 90 0.00 21.17 21.17 0.00 -34 -1948 -15
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
30 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
6 ANT TV 0.20x0.80m - Elevation 92 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 21.17 0.00 -21.17 -1948 -62 28
45 59.88 14.97 59.88 -14.97 -1377 -5572 19 90 84.69 0.00 84.69 0.00 0 -7854 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 84.69 0.00 0.00 -84.69 -7758 0 0
45 59.88 14.97 14.97 -59.88 -5476 -1377 10 90 0.00 21.17 21.17 0.00 34 -1948 15
6 ANT TV 0.25x1.0m - Elevation 88 - 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 25.09 0.00 -25.09 -2208 78 -33
45 70.95 17.74 70.95 -17.74 -1561 -6166 -23 90 100.34 0.00 100.34 0.00 0 -8752 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 100.34 0.00 0.00 -100.34 -8872 0 0
45 70.95 17.74 17.74 -70.95 -6286 -1561 -12 90 0.00 25.09 25.09 0.00 -42 -2208 -18
6 ANT TV 0.25x1.0m - Elevation 88 - 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 25.09 0.00 -25.09 -2208 -78 33
45 70.95 17.74 70.95 -17.74 -1561 -6322 23 90 100.34 0.00 100.34 0.00 0 -8908 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 100.34 0.00 0.00 -100.34 -8788 0 0
45 70.95 17.74 17.74 -70.95 -6202 -1561 12 90 0.00 25.09 25.09 0.00 42 -2208 18
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
31 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
6 ANT TV 0.25x1.0m - Elevation 83 - 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 24.67 0.00 -24.67 -2048 78 -32
45 69.78 17.44 69.78 -17.44 -1448 -5714 -23 90 98.68 0.00 98.68 0.00 0 -8113 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 98.68 0.00 0.00 -98.68 -8233 0 0
45 69.78 17.44 17.44 -69.78 -5834 -1448 -12 90 0.00 24.67 24.67 0.00 -42 -2048 -17
6 ANT TV 0.25x1.0m - Elevation 83 - 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 24.67 0.00 -24.67 -2048 -78 32
45 69.78 17.44 69.78 -17.44 -1448 -5870 23 90 98.68 0.00 98.68 0.00 0 -8269 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 98.68 0.00 0.00 -98.68 -8149 0 0
45 69.78 17.44 17.44 -69.78 -5750 -1448 12 90 0.00 24.67 24.67 0.00 42 -2048 17
3 ANT TV 0.30x1.20m - Elevation 72 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.79 0.00 -15.79 -1137 73 -32
45 41.88 11.17 41.88 -11.17 -804 -2942 -23 90 59.22 0.00 59.22 0.00 0 -4191 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 59.22 0.00 0.00 -59.22 -4315 0 0
45 41.88 11.17 11.17 -41.88 -3066 -804 -16 90 0.00 15.79 15.79 0.00 -51 -1137 -23
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
32 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
3 ANT TV 0.30x1.20m - Elevation 72 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.79 0.00 -15.79 -1137 -73 32
45 41.88 11.17 41.88 -11.17 -804 -3088 23 90 59.22 0.00 59.22 0.00 0 -4337 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 59.22 0.00 0.00 -59.22 -4213 0 0
45 41.88 11.17 11.17 -41.88 -2964 -804 16 90 0.00 15.79 15.79 0.00 51 -1137 23
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.57 0.00 -15.57 -1066 73 -32
45 41.28 11.01 41.28 -11.01 -754 -2755 -22 90 58.38 0.00 58.38 0.00 0 -3926 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 58.38 0.00 0.00 -58.38 -4051 0 0
45 41.28 11.01 11.01 -41.28 -2879 -754 -16 90 0.00 15.57 15.57 0.00 -51 -1066 -22
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 15.57 0.00 -15.57 -1066 -73 32
45 41.28 11.01 41.28 -11.01 -754 -2901 22 90 58.38 0.00 58.38 0.00 0 -4072 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 58.38 0.00 0.00 -58.38 -3948 0 0
45 41.28 11.01 11.01 -41.28 -2777 -754 16 90 0.00 15.57 15.57 0.00 51 -1066 22
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
33 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
AT15-250 - Elevation 104.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.17 26.91 -15.74 -53.79 -5625 1647 -11
45 0.00 38.06 26.91 -26.91 -2815 -2809 -16 90 49.17 26.91 53.79 15.74 1641 -5619 -11
AT15-250 - Elevation 104.5 - From Leg B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.17 26.91 15.74 -53.79 -5625 -1647 11
45 69.53 0.00 49.17 -49.17 -5141 -5141 0 90 49.17 26.91 53.79 -15.74 -1647 -5625 -11
AT15-250 - Elevation 104.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.17 26.91 -15.74 -53.79 -5614 1637 28
45 0.00 38.06 26.91 -26.91 -2805 -2820 39 90 49.17 26.91 53.79 15.74 1652 -5629 28
AT15-250 - Elevation 104.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.17 26.91 15.74 -53.79 -5614 -1637 -28
45 69.53 0.00 49.17 -49.17 -5131 -5131 0 90 49.17 26.91 53.79 -15.74 -1637 -5614 28
AT15-250 - Elevation 103.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.03 26.84 -15.69 -53.65 -5555 1627 -11
45 0.00 37.95 26.84 -26.84 -2781 -2775 -16 90 49.03 26.84 53.65 15.69 1621 -5549 -11
AT15-250 - Elevation 103.5 - From Leg B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.03 26.84 15.69 -53.65 -5555 -1627 11
45 69.34 0.00 49.03 -49.03 -5078 -5078 0 90 49.03 26.84 53.65 -15.69 -1627 -5555 -11
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
34 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
AT15-250 - Elevation 103.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.03 26.84 -15.69 -53.65 -5545 1617 27
45 0.00 37.95 26.84 -26.84 -2770 -2785 39 90 49.03 26.84 53.65 15.69 1631 -5560 27
AT15-250 - Elevation 103.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 49.03 26.84 15.69 -53.65 -5545 -1617 -27
45 69.34 0.00 49.03 -49.03 -5067 -5067 0 90 49.03 26.84 53.65 -15.69 -1617 -5545 27
AT15-250 - Elevation 102.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.89 26.76 -15.65 -53.50 -5487 1607 -11
45 0.00 37.85 26.76 -26.76 -2746 -2740 -16 90 48.89 26.76 53.50 15.65 1601 -5481 -11
AT15-250 - Elevation 102.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.89 26.76 -15.65 -53.50 -5476 1597 27
45 0.00 37.85 26.76 -26.76 -2736 -2751 39 90 48.89 26.76 53.50 15.65 1611 -5491 27
AT15-250 - Elevation 102.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.89 26.76 15.65 -53.50 -5476 -1597 -27
45 69.15 0.00 48.89 -48.89 -5004 -5004 0 90 48.89 26.76 53.50 -15.65 -1597 -5476 27
AT15-250 - Elevation 101.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.76 26.69 -15.61 -53.35 -5418 1587 -11
45 0.00 37.74 26.69 -26.69 -2712 -2706 -16 90 48.76 26.69 53.35 15.61 1581 -5412 -11
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
35 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
AT15-250 - Elevation 101.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.76 26.69 -15.61 -53.35 -5408 1577 27
45 0.00 37.74 26.69 -26.69 -2702 -2716 39 90 48.76 26.69 53.35 15.61 1591 -5422 27
AT15-250 - Elevation 101.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 48.76 26.69 15.61 -53.35 -5408 -1577 -27
45 68.95 0.00 48.76 -48.76 -4942 -4942 0 90 48.76 26.69 53.35 -15.61 -1577 -5408 27
Discrete Appurtenance Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 -31.25 -1971.84 -180890 3194 -23
45 1372.20 -1372.20 -125642 -125676 91 90 1971.84 31.25 3228 -180924 151
Discrete Appurtenance Pressures - Service GH = 1.079
Description Aiming
Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kPa
CAAC
Front m
2
CAAC
Side m
2 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 96.0000 1.905 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 270.0000 48.00 -1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 0.0000 48.00 0.0000 -0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 90.0000 48.00 1.3000 0.0000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.20x0.80m 180.0000 48.00 0.0000 0.7000 92.0000 1.882 0.32 0.6000 0.1500 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 88.0000 1.858 0.32 0.7200 0.1800 6 ANT TV 0.25x1.0m 270.0000 60.00 -1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 0.0000 60.00 0.0000 -0.7000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 90.0000 60.00 1.3000 0.0000 83.0000 1.828 0.31 0.7200 0.1800 6 ANT TV 0.25x1.0m 180.0000 60.00 0.0000 0.7000 83.0000 1.828 0.31 0.7200 0.1800 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 72.0000 1.755 0.30 0.4500 0.1200 3 ANT TV 0.30x1.20m 270.0000 36.00 -2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 0.0000 36.00 0.0000 -1.4250 68.5000 1.730 0.29 0.4500 0.1200
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
36 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Description Aiming
Azimuth
°
Weight
kg
Offsetx
m
Offsetz
m
z
m
Kz qz
kPa
CAAC
Front m
2
CAAC
Side m
2 3 ANT TV 0.30x1.20m 90.0000 36.00 2.0250 0.0000 68.5000 1.730 0.29 0.4500 0.1200 3 ANT TV 0.30x1.20m 180.0000 36.00 0.0000 1.4250 68.5000 1.730 0.29 0.4500 0.1200 AT15-250 315.0000 10.00 -0.3000 -0.3000 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 104.5000 1.952 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 45.0000 10.00 0.3000 -0.3000 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 103.5000 1.947 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 102.5000 1.941 0.33 0.4750 0.2600 AT15-250 315.0000 10.00 -0.3000 -0.3000 101.5000 1.936 0.33 0.4750 0.2600 AT15-250 135.0000 10.00 0.7243 0.7243 101.5000 1.936 0.33 0.4750 0.2600 AT15-250 225.0000 10.00 -0.7243 0.7243 101.5000 1.936 0.33 0.4750 0.2600 Sum
Weight: 1292.00
Discrete Appurtenance Vectors - Service
6 ANT TV 0.20x0.80m - Elevation 96 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 5.36 0.00 -5.36 -514 62 -7
45 15.15 3.79 15.15 -3.79 -364 -1392 -5 90 21.43 0.00 21.43 0.00 0 -1995 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.43 0.00 0.00 -21.43 -2091 0 0
45 15.15 3.79 3.79 -15.15 -1488 -364 -3 90 0.00 5.36 5.36 0.00 -34 -514 -4
6 ANT TV 0.20x0.80m - Elevation 96 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 5.36 0.00 -5.36 -514 -62 7
45 15.15 3.79 15.15 -3.79 -364 -1517 5 90 21.43 0.00 21.43 0.00 0 -2120 0
6 ANT TV 0.20x0.80m - Elevation 96 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.43 0.00 0.00 -21.43 -2024 0 0
45 15.15 3.79 3.79 -15.15 -1421 -364 3 90 0.00 5.36 5.36 0.00 34 -514 4
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
37 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
6 ANT TV 0.20x0.80m - Elevation 92 - 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 5.29 0.00 -5.29 -487 62 -7
45 14.97 3.74 14.97 -3.74 -344 -1315 -5 90 21.17 0.00 21.17 0.00 0 -1885 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.17 0.00 0.00 -21.17 -1981 0 0
45 14.97 3.74 3.74 -14.97 -1411 -344 -3 90 0.00 5.29 5.29 0.00 -34 -487 -4
6 ANT TV 0.20x0.80m - Elevation 92 - 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 5.29 0.00 -5.29 -487 -62 7
45 14.97 3.74 14.97 -3.74 -344 -1440 5 90 21.17 0.00 21.17 0.00 0 -2010 0
6 ANT TV 0.20x0.80m - Elevation 92 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 21.17 0.00 0.00 -21.17 -1914 0 0
45 14.97 3.74 3.74 -14.97 -1344 -344 3 90 0.00 5.29 5.29 0.00 34 -487 4
6 ANT TV 0.25x1.0m - Elevation 88 - 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 6.27 0.00 -6.27 -552 78 -8
45 17.74 4.43 17.74 -4.43 -390 -1483 -6 90 25.09 0.00 25.09 0.00 0 -2130 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 25.09 0.00 0.00 -25.09 -2250 0 0
45 17.74 4.43 4.43 -17.74 -1603 -390 -3 90 0.00 6.27 6.27 0.00 -42 -552 -4
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
38 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
6 ANT TV 0.25x1.0m - Elevation 88 - 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 6.27 0.00 -6.27 -552 -78 8
45 17.74 4.43 17.74 -4.43 -390 -1639 6 90 25.09 0.00 25.09 0.00 0 -2286 0
6 ANT TV 0.25x1.0m - Elevation 88 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 25.09 0.00 0.00 -25.09 -2166 0 0
45 17.74 4.43 4.43 -17.74 -1519 -390 3 90 0.00 6.27 6.27 0.00 42 -552 4
6 ANT TV 0.25x1.0m - Elevation 83 - 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 6.17 0.00 -6.17 -512 78 -8
45 17.44 4.36 17.44 -4.36 -362 -1370 -6 90 24.67 0.00 24.67 0.00 0 -1970 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 24.67 0.00 0.00 -24.67 -2090 0 0
45 17.44 4.36 4.36 -17.44 -1490 -362 -3 90 0.00 6.17 6.17 0.00 -42 -512 -4
6 ANT TV 0.25x1.0m - Elevation 83 - 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 6.17 0.00 -6.17 -512 -78 8
45 17.44 4.36 17.44 -4.36 -362 -1526 6 90 24.67 0.00 24.67 0.00 0 -2126 0
6 ANT TV 0.25x1.0m - Elevation 83 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 24.67 0.00 0.00 -24.67 -2006 0 0
45 17.44 4.36 4.36 -17.44 -1406 -362 3 90 0.00 6.17 6.17 0.00 42 -512 4
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
39 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
3 ANT TV 0.30x1.20m - Elevation 72 - 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 3.95 0.00 -3.95 -284 73 -8
45 10.47 2.79 10.47 -2.79 -201 -681 -6 90 14.81 0.00 14.81 0.00 0 -993 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.81 0.00 0.00 -14.81 -1117 0 0
45 10.47 2.79 2.79 -10.47 -805 -201 -4 90 0.00 3.95 3.95 0.00 -51 -284 -6
3 ANT TV 0.30x1.20m - Elevation 72 - 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 3.95 0.00 -3.95 -284 -73 8
45 10.47 2.79 10.47 -2.79 -201 -827 6 90 14.81 0.00 14.81 0.00 0 -1139 0
3 ANT TV 0.30x1.20m - Elevation 72 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.81 0.00 0.00 -14.81 -1015 0 0
45 10.47 2.79 2.79 -10.47 -702 -201 4 90 0.00 3.95 3.95 0.00 51 -284 6
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 3.89 0.00 -3.89 -267 73 -8
45 10.32 2.75 10.32 -2.75 -189 -634 -6 90 14.60 0.00 14.60 0.00 0 -927 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.60 0.00 0.00 -14.60 -1051 0 0
45 10.32 2.75 2.75 -10.32 -758 -189 -4 90 0.00 3.89 3.89 0.00 -51 -267 -6
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
40 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 3.89 0.00 -3.89 -267 -73 8
45 10.32 2.75 10.32 -2.75 -189 -780 6 90 14.60 0.00 14.60 0.00 0 -1073 0
3 ANT TV 0.30x1.20m - Elevation 68.5 - From Face D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 14.60 0.00 0.00 -14.60 -949 0 0
45 10.32 2.75 2.75 -10.32 -656 -189 4 90 0.00 3.89 3.89 0.00 51 -267 6
AT15-250 - Elevation 104.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.29 6.73 -3.93 -13.45 -1408 414 -3
45 0.00 9.51 6.73 -6.73 -706 -700 -4 90 12.29 6.73 13.45 3.93 408 -1402 -3
AT15-250 - Elevation 104.5 - From Leg B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.29 6.73 3.93 -13.45 -1408 -414 3
45 17.38 0.00 12.29 -12.29 -1287 -1287 0 90 12.29 6.73 13.45 -3.93 -414 -1408 -3
AT15-250 - Elevation 104.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.29 6.73 -3.93 -13.45 -1398 404 7
45 0.00 9.51 6.73 -6.73 -696 -710 10 90 12.29 6.73 13.45 3.93 418 -1413 7
AT15-250 - Elevation 104.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.29 6.73 3.93 -13.45 -1398 -404 -7
45 17.38 0.00 12.29 -12.29 -1277 -1277 0 90 12.29 6.73 13.45 -3.93 -404 -1398 7
AT15-250 - Elevation 103.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.26 6.71 -3.92 -13.41 -1391 409 -3
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
41 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
AT15-250 - Elevation 103.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 45 0.00 9.49 6.71 -6.71 -697 -691 -4 90 12.26 6.71 13.41 3.92 403 -1385 -3
AT15-250 - Elevation 103.5 - From Leg B
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.26 6.71 3.92 -13.41 -1391 -409 3
45 17.34 0.00 12.26 -12.26 -1272 -1272 0 90 12.26 6.71 13.41 -3.92 -409 -1391 -3
AT15-250 - Elevation 103.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.26 6.71 -3.92 -13.41 -1381 399 7
45 0.00 9.49 6.71 -6.71 -687 -702 10 90 12.26 6.71 13.41 3.92 413 -1395 7
AT15-250 - Elevation 103.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.26 6.71 3.92 -13.41 -1381 -399 -7
45 17.34 0.00 12.26 -12.26 -1261 -1261 0 90 12.26 6.71 13.41 -3.92 -399 -1381 7
AT15-250 - Elevation 102.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.22 6.69 -3.91 -13.37 -1374 404 -3
45 0.00 9.46 6.69 -6.69 -689 -683 -4 90 12.22 6.69 13.37 3.91 398 -1368 -3
AT15-250 - Elevation 102.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.22 6.69 -3.91 -13.37 -1364 394 7
45 0.00 9.46 6.69 -6.69 -679 -693 10 90 12.22 6.69 13.37 3.91 408 -1378 7
AT15-250 - Elevation 102.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.22 6.69 3.91 -13.37 -1364 -394 -7
45 17.29 0.00 12.22 -12.22 -1246 -1246 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
42 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
AT15-250 - Elevation 102.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 90 12.22 6.69 13.37 -3.91 -394 -1364 7
AT15-250 - Elevation 101.5 - From Leg A
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.19 6.67 -3.90 -13.34 -1357 399 -3
45 0.00 9.44 6.67 -6.67 -680 -674 -4 90 12.19 6.67 13.34 3.90 393 -1351 -3
AT15-250 - Elevation 101.5 - From Leg C
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.19 6.67 -3.90 -13.34 -1346 389 7
45 0.00 9.44 6.67 -6.67 -670 -684 10 90 12.19 6.67 13.34 3.90 403 -1361 7
AT15-250 - Elevation 101.5 - From Leg D
Wind
Azimuth
°
Fa
kg
Fs
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 12.19 6.67 3.90 -13.34 -1346 -389 -7
45 17.24 0.00 12.19 -12.19 -1230 -1230 0 90 12.19 6.67 13.34 -3.90 -389 -1346 7
Discrete Appurtenance Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 -7.81 -492.96 -45192 803 -6
45 343.05 -343.05 -31381 -31415 23 90 492.96 7.81 837 -45226 38
Dish Pressures - No Ice
Elevation
m Dish
Description
Aiming
Azimuth
°
Weight
kg Offsetx
m
Offsetz
m
Kz
AA
m2
qz
kPa
27.0000 8 FT DISH 45.0000 113.85 3.1506 -3.1506 1.326 4.6730 0.90 24.0000 8 FT DISH 225.0000 113.85 -3.4029 3.4029 1.282 4.6730 0.87 18.0000 8 FT DISH 135.0000 113.85 3.9074 3.9074 1.181 4.6730 0.80 18.0000 8 FT DISH 225.0000 113.85 -3.9074 3.9074 1.181 4.6730 0.80 7.5000 ANT GRIP 1.0x2.50m 135.0000 45.00 5.0965 5.0965 1.000 2.5447 0.68
Sum 500.40
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
43 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Elevation
m Dish
Description
Aiming
Azimuth
°
Weight
kg Offsetx
m
Offsetz
m
Kz
AA
m2
qz
kPa
Weight:
Dish Vectors - No Ice
8 FT DISH - Elevation 27 - From Leg B
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 773.25 0.00 0.00 0.00 -773.25 -21236 -359 2436
45 0.004260 0.000000 0.000000 773.25 0.00 0.00 546.77 -546.77 -15121 -15121 0 90 0.004260 0.000000 0.000000 773.25 0.00 0.00 773.25 0.00 -359 -21236 -2436
8 FT DISH - Elevation 24 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 747.66 0.00 0.00 0.00 -747.66 -17556 387 -2544
45 0.004260 0.000000 0.000000 747.66 0.00 0.00 528.68 -528.68 -12301 -12301 0 90 0.004260 0.000000 0.000000 747.66 0.00 0.00 747.66 0.00 387 -17556 2544
8 FT DISH - Elevation 18 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 688.66 0.00 0.00 0.00 -688.66 -11951 -445 2691
45 0.004260 0.000000 0.000000 688.66 0.00 0.00 486.96 -486.96 -8320 -9210 3805 90 0.004260 0.000000 0.000000 688.66 0.00 0.00 688.66 0.00 445 -12841 2691
8 FT DISH - Elevation 18 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 688.66 0.00 0.00 0.00 -688.66 -11951 445 -2691
45 0.004260 0.000000 0.000000 688.66 0.00 0.00 486.96 -486.96 -8320 -8320 0 90 0.004260 0.000000 0.000000 688.66 0.00 0.00 688.66 0.00 445 -11951 2691
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.001520 0.000000 0.000000 113.31 0.00 0.00 0.00 -113.31 -620 -229 577
45 0.001520 0.000000 0.000000 113.31 0.00 0.00 80.12 -80.12 -372 -830 817 90 0.001520 0.000000 0.000000 113.31 0.00 0.00 113.31 0.00 229 -1079 577
Dish Totals - No Ice
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -3011.55 -63316 -201 470
45 2129.49 -2129.49 -44435 -45783 4622 90 3011.55 0.00 1148 -64664 6067
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
44 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Dish Pressures - Service
Elevation
m Dish
Description
Aiming
Azimuth
°
Weight
kg Offsetx
m
Offsetz
m
Kz
AA
m2
qz
kPa
27.0000 8 FT DISH 45.0000 113.85 3.1506 -3.1506 1.326 4.6730 0.23 24.0000 8 FT DISH 225.0000 113.85 -3.4029 3.4029 1.282 4.6730 0.22 18.0000 8 FT DISH 135.0000 113.85 3.9074 3.9074 1.181 4.6730 0.20 18.0000 8 FT DISH 225.0000 113.85 -3.9074 3.9074 1.181 4.6730 0.20 7.5000 ANT GRIP 1.0x2.50m 135.0000 45.00 5.0965 5.0965 1.000 2.5447 0.17
Sum Weight:
500.40
Dish Vectors - Service
8 FT DISH - Elevation 27 - From Leg B
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 193.31 0.00 0.00 0.00 -193.31 -5578 -359 609
45 0.004260 0.000000 0.000000 193.31 0.00 0.00 136.69 -136.69 -4049 -4049 0 90 0.004260 0.000000 0.000000 193.31 0.00 0.00 193.31 0.00 -359 -5578 -609
8 FT DISH - Elevation 24 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 186.92 0.00 0.00 0.00 -186.92 -4099 387 -636
45 0.004260 0.000000 0.000000 186.92 0.00 0.00 132.17 -132.17 -2785 -2785 0 90 0.004260 0.000000 0.000000 186.92 0.00 0.00 186.92 0.00 387 -4099 636
8 FT DISH - Elevation 18 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 172.17 0.00 0.00 0.00 -172.17 -2654 -445 673
45 0.004260 0.000000 0.000000 172.17 0.00 0.00 121.74 -121.74 -1746 -2636 951 90 0.004260 0.000000 0.000000 172.17 0.00 0.00 172.17 0.00 445 -3544 673
8 FT DISH - Elevation 18 - From Leg D
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.004260 0.000000 0.000000 172.17 0.00 0.00 0.00 -172.17 -2654 445 -673
45 0.004260 0.000000 0.000000 172.17 0.00 0.00 121.74 -121.74 -1746 -1746 0 90 0.004260 0.000000 0.000000 172.17 0.00 0.00 172.17 0.00 445 -2654 673
ANT GRIP 1.0x2.50m - Elevation 7.5 - From Leg C
Wind
Azimuth
°
CA
CS
CM
FA
kg
FS
kg
FM
kg
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.001520 0.000000 0.000000 28.33 0.00 0.00 0.00 -28.33 17 -229 144
45 0.001520 0.000000 0.000000 28.33 0.00 0.00 20.03 -20.03 79 -380 204 90 0.001520 0.000000 0.000000 28.33 0.00 0.00 28.33 0.00 229 -442 144
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
45 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Dish Totals - Service
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 -752.89 -14968 -201 117
45 532.37 -532.37 -10248 -11596 1156 90 752.89 0.00 1148 -16316 1517
User Load Vectors - No Ice
CxMANTENIMIENTO - Elevation 105
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
CxMANTENIMIENTO - Elevation 105
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
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
46 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Wind
Azimuth
°
Vx
kg
Vz
kg
OTMx
kg-m
OTMz
kg-m
Torque
kg-m 0 0.00 0.00 0 0 0
45 0.00 0.00 0 0 0 90 0.00 0.00 0 0 0
Force Totals
Load
Case Vertical
Forces
kg
Sum of
Forces
X
kg
Sum of
Forces
Z
kg
Sum of
Overturning
Moments, Mx
kg-m
Sum of
Overturning
Moments, Mz
kg-m
Sum of Torques
kg-m Leg Weight 0.00 Bracing Weight 13896.64 Total Member Self-Weight 13896.64 3070 -2841 Total Weight 17964.10 3070 -2841 Wind 0 deg - No Ice -31.25 -22220.39 -1118089 347 9367 Wind 45 deg - No Ice 17367.69 -17367.69 -890925 -896835 16739 Wind 90 deg - No Ice 22220.39 31.25 6258 -1123999 12624 Total Weight 17964.10 3070 -2841 Wind 0 deg - Service -7.81 -5555.10 -279102 602 2342 Wind 45 deg - Service 4341.92 -4341.92 -222311 -223693 4185 Wind 90 deg - Service 5555.10 7.81 1985 -280484 3156
Load Combinations Comb.
No.
Description
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 105 - 100.8 Leg Max Tension 3 2758.38 -2 -6 Max. Compression 3 -2881.45 -4 -2 Max. Mx 3 2741.74 21 22 Max. My 3 2741.74 21 22 Max. Vy 4 -64.98 -3 5 Max. Vx 3 74.94 -1 10 Diagonal Max Tension 2 882.69 0 0 Max. Compression 4 -1077.71 0 0 Max. Mx 4 222.65 0 0 Max. My 3 -59.09 0 0 Max. Vy 4 -1.24 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
47 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Vx 3 0.03 0 0 Horizontal Max Tension 4 631.90 0 0 Max. Compression 2 -519.26 0 0 Max. Mx 1 -0.40 0 0 Max. My 3 460.79 0 0 Max. Vy 1 1.20 0 0 Max. Vx 3 0.00 0 0 Top Girt Max Tension 4 25.39 0 0 Max. Compression 2 -21.39 0 0 Max. Mx 5 0.52 0 0 Max. My 3 -12.63 0 0 Max. Vy 5 1.20 0 0 Max. Vx 3 -0.00 0 0
T2 100.8 - 99 Leg Max Tension 3 3119.35 -4 0 Max. Compression 3 -3301.54 -3 -5 Max. Mx 3 3102.57 21 22 Max. My 3 3102.57 21 22 Max. Vy 3 38.24 21 22 Max. Vx 3 -40.20 -4 9 Diagonal Max Tension 2 419.83 0 0 Max. Compression 4 -597.55 0 0 Max. Mx 2 -164.51 -1 0 Max. My 3 -168.29 0 0 Max. Vy 2 2.39 0 0 Max. Vx 3 0.69 0 0 Horizontal Max Tension 4 256.05 0 0 Max. Compression 2 -166.56 0 0 Max. Mx 2 -4.89 0 0 Max. My 3 203.87 0 0 Max. Vy 2 -1.96 0 0 Max. Vx 3 -0.43 0 0 Top Girt Max Tension 4 567.51 0 0 Max. Compression 2 -491.47 0 0 Max. Mx 2 -491.47 0 0 Max. My 3 -341.24 0 0 Max. Vy 2 1.17 0 0 Max. Vx 3 -0.26 0 0
T3 99 - 93 Leg Max Tension 3 7287.27 14 17 Max. Compression 3 -7077.17 -17 -13 Max. Mx 2 -3339.52 -30 4 Max. My 2 1967.69 -4 30 Max. Vy 2 -78.68 -30 4 Max. Vx 2 78.70 -4 30 Diagonal Max Tension 3 1675.67 0 0 Max. Compression 3 -1699.75 0 0 Max. Mx 3 1671.09 2 0 Max. My 3 -1494.65 0 -1 Max. Vy 3 2.78 2 0 Max. Vx 3 -1.12 0 0 Top Girt Max Tension 4 706.77 0 0 Max. Compression 2 -566.97 0 0 Max. Mx 1 56.12 -1 0 Max. My 3 572.18 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 927.50 0 0 Max. Compression 4 -834.74 0 0 Max. Mx 1 51.30 -1 0 Max. My 3 455.81 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 -0.00 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
48 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
T4 93 - 87 Leg Max Tension 3 17776.68 17 21 Max. Compression 3 -17022.55 -37 -35 Max. Mx 3 -1266.20 -66 63 Max. My 2 10703.79 -18 65 Max. Vy 2 99.13 -65 17 Max. Vx 2 -99.18 -18 65 Diagonal Max Tension 3 2823.39 0 0 Max. Compression 3 -2829.06 0 0 Max. Mx 3 2820.58 2 0 Max. My 3 -2820.78 0 4 Max. Vy 3 3.34 2 0 Max. Vx 3 3.12 0 0 Top Girt Max Tension 4 1110.30 0 0 Max. Compression 4 -1012.40 0 0 Max. Mx 1 53.90 -1 0 Max. My 3 869.52 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1717.11 0 0 Max. Compression 4 -1597.12 0 0 Max. Mx 1 65.19 -1 0 Max. My 3 1355.79 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0
T5 87 - 81 Leg Max Tension 3 33668.25 -410 -2 Max. Compression 3 -30640.20 1749 -8 Max. Mx 3 -30640.20 1749 -8 Max. My 3 -1474.98 95 645 Max. Vy 3 -802.32 1749 -8 Max. Vx 3 -334.07 100 -640 Diagonal Max Tension 3 3787.49 0 0 Max. Compression 3 -2839.92 0 0 Max. Mx 3 3783.92 2 0 Max. My 3 -2835.87 -1 5 Max. Vy 3 3.12 2 0 Max. Vx 3 3.80 0 0 Top Girt Max Tension 4 1518.71 0 0 Max. Compression 4 -1417.82 0 0 Max. Mx 1 55.49 -1 0 Max. My 3 1201.47 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1437.97 0 0 Max. Compression 4 -1354.42 0 0 Max. Mx 1 50.11 -1 0 Max. My 3 1070.11 0 0 Max. Vy 1 3.80 0 0 Max. Vx 3 0.00 0 0
T6 81 - 78 Leg Max Tension 3 24560.39 -628 -20 Max. Compression 3 -24159.17 547 -15 Max. Mx 3 -24135.82 1749 -8 Max. My 3 -1276.60 58 -530 Max. Vy 3 457.62 1749 -8 Max. Vx 3 191.63 58 -530 Diagonal Max Tension 3 8316.05 0 0 Max. Compression 3 -6227.96 0 0 Max. Mx 4 -4344.15 3 0 Max. My 2 4737.77 0 -2 Max. Vy 4 -4.09 0 0 Max. Vx 2 2.33 0 0 Top Girt Max Tension 2 56.11 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
49 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Compression 2 -105.12 0 0 Max. Mx 2 56.11 -1 0 Max. My 3 -84.11 0 0 Max. Vy 2 3.77 0 0 Max. Vx 3 -0.46 0 0
T7 78 - 75 Leg Max Tension 3 24512.60 104 -7 Max. Compression 3 -24176.53 -717 -4 Max. Mx 3 -24176.53 -717 -4 Max. My 3 -1262.70 57 -529 Max. Vy 3 486.56 547 -15 Max. Vx 3 -181.22 57 -529 Diagonal Max Tension 3 5543.34 0 0 Max. Compression 2 -5204.76 0 0 Max. Mx 4 -1777.02 7 0 Max. My 2 4877.87 0 -2 Max. Vy 4 -7.97 0 0 Max. Vx 2 2.45 0 0 Horizontal Max Tension 3 348.12 3 12 Max. Compression 3 -360.61 3 12 Max. Mx 4 33.94 3 9 Max. My 4 -33.46 -1 15 Max. Vy 4 -6.56 3 9 Max. Vx 4 14.10 0 0
T8 75 - 69 Leg Max Tension 3 34262.41 -348 -9 Max. Compression 3 -36379.14 182 -6 Max. Mx 3 -31598.72 -717 -4 Max. My 3 -1046.74 15 -285 Max. Vy 3 -483.95 497 -7 Max. Vx 3 146.21 15 -285 Diagonal Max Tension 3 3412.83 0 0 Max. Compression 3 -3778.58 0 0 Max. Mx 3 3379.79 -7 2 Max. My 3 -2017.54 -4 5 Max. Vy 3 -11.31 -7 2 Max. Vx 3 -2.29 0 0 Top Girt Max Tension 4 3959.11 0 0 Max. Compression 4 -3633.56 0 0 Max. Mx 1 165.67 -7 0 Max. My 3 -2882.82 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 1651.73 0 0 Max. Compression 4 -1514.16 0 0 Max. Mx 1 77.19 -7 0 Max. My 3 1336.56 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 0.00 0 0
T9 69 - 63 Leg Max Tension 3 46472.79 -299 -9 Max. Compression 3 -49921.82 311 -6 Max. Mx 3 -49921.82 311 -6 Max. My 3 -956.07 0 -310 Max. Vy 3 -125.90 309 -6 Max. Vx 3 -122.42 16 -284 Diagonal Max Tension 3 4267.78 0 0 Max. Compression 3 -4543.53 0 0 Max. Mx 3 4235.18 -8 1 Max. My 3 -3920.24 -3 4 Max. Vy 3 -11.72 -8 1 Max. Vx 3 -2.18 0 0 Top Girt Max Tension 4 2211.79 0 0 Max. Compression 4 -2019.77 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
50 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Mx 1 100.38 -7 0 Max. My 3 1790.41 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.00 0 0 Mid Girt Max Tension 4 2631.19 0 0 Max. Compression 4 -2415.81 0 0 Max. Mx 1 113.92 -7 0 Max. My 3 -1933.29 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0
T10 63 - 57 Leg Max Tension 3 61171.41 -379 -9 Max. Compression 3 -65294.66 400 -6 Max. Mx 3 -65294.66 400 -6 Max. My 3 -1017.10 0 -344 Max. Vy 3 -100.00 400 -6 Max. Vx 3 104.66 0 -344 Diagonal Max Tension 3 4959.25 0 0 Max. Compression 3 -5130.25 0 0 Max. Mx 3 4926.79 -9 1 Max. My 3 -3965.44 -3 4 Max. Vy 3 -11.98 -9 1 Max. Vx 3 -2.10 0 0 Top Girt Max Tension 4 2802.07 0 0 Max. Compression 4 -2581.88 0 0 Max. Mx 1 116.32 -7 0 Max. My 3 -2071.79 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 2995.59 0 0 Max. Compression 4 -2772.31 0 0 Max. Mx 1 118.77 -7 0 Max. My 3 -2230.50 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0
T11 57 - 51 Leg Max Tension 3 77635.66 -855 -6 Max. Compression 3 -81523.73 957 -5 Max. Mx 3 -81523.73 957 -5 Max. My 3 -1394.95 2 -527 Max. Vy 3 -326.37 957 -5 Max. Vx 3 -289.25 3 -526 Diagonal Max Tension 3 5980.45 0 0 Max. Compression 3 -6027.38 0 0 Max. Mx 3 876.98 -9 0 Max. My 3 -5104.64 -3 5 Max. Vy 3 12.32 -9 0 Max. Vx 3 2.38 0 0 Top Girt Max Tension 4 3269.68 0 0 Max. Compression 4 -3034.36 0 0 Max. Mx 1 124.08 -7 0 Max. My 3 -2448.38 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 0.00 0 0 Mid Girt Max Tension 4 3460.26 0 0 Max. Compression 4 -3211.63 0 0 Max. Mx 1 125.33 -7 0 Max. My 3 -2593.84 0 0 Max. Vy 1 9.76 0 0 Max. Vx 3 -0.00 0 0
T12 51 - 45 Leg Max Tension 3 98537.45 -1302 18 Max. Compression 3 -100912.73 1994 27 Max. Mx 3 -100912.73 1994 27
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
51 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. My 3 -2469.26 71 -1196 Max. Vy 3 -954.62 1994 27 Max. Vx 3 505.95 71 -1196 Diagonal Max Tension 3 5518.10 0 0 Max. Compression 3 -5015.54 0 0 Max. Mx 3 1859.27 -14 -1 Max. My 3 -3954.44 -2 11 Max. Vy 3 14.51 -14 -1 Max. Vx 3 5.41 0 0 Top Girt Max Tension 4 2298.53 0 0 Max. Compression 4 -2233.36 0 0 Max. Mx 1 86.15 -7 0 Max. My 3 1885.81 0 0 Max. Vy 1 -9.76 0 0 Max. Vx 3 -0.00 0 0
T13 45 - 39 Leg Max Tension 3 99180.74 -110 -50 Max. Compression 3 -99953.12 -36 -63 Max. Mx 3 -99917.77 1994 27 Max. My 3 -4198.47 121 -547 Max. Vy 3 461.66 1994 27 Max. Vx 3 250.16 121 -547 Diagonal Max Tension 3 8403.73 0 0 Max. Compression 3 -5532.46 0 0 Max. Mx 3 -1268.73 11 16 Max. My 2 -1227.81 4 -66 Max. Vy 3 9.66 11 16 Max. Vx 2 23.10 0 0 Top Girt Max Tension 4 2988.51 0 0 Max. Compression 4 -3437.87 0 0 Max. Mx 2 -3424.80 -7 0 Max. My 3 2200.84 0 1 Max. Vy 2 9.73 0 0 Max. Vx 3 -0.82 0 0
T14 39 - 33 Leg Max Tension 3 92256.83 -220 -39 Max. Compression 3 -91453.79 180 -22 Max. Mx 3 92256.83 -220 -39 Max. My 3 -5277.00 122 -549 Max. Vy 3 -152.86 180 -22 Max. Vx 3 -160.02 122 -549 Diagonal Max Tension 3 3280.58 0 0 Max. Compression 2 -3003.77 0 0 Max. Mx 3 -2468.16 12 -24 Max. My 3 -2468.16 12 -24 Max. Vy 3 11.58 12 -24 Max. Vx 3 8.19 0 0
T15 33 - 27 Leg Max Tension 3 87134.09 -470 -13 Max. Compression 3 -84629.69 431 -18 Max. Mx 3 87134.09 -470 -13 Max. My 3 -6424.09 -13 -499 Max. Vy 3 -157.96 431 -18 Max. Vx 3 -202.61 -13 -499 Diagonal Max Tension 2 1797.78 0 0 Max. Compression 3 -2241.33 0 0 Max. Mx 4 -1749.91 13 -9 Max. My 2 -1868.46 9 -10 Max. Vy 4 13.40 13 -9 Max. Vx 2 3.68 0 0
T16 27 - 21 Leg Max Tension 3 83544.96 -470 -13 Max. Compression 3 -80857.30 648 -102 Max. Mx 3 83521.27 -671 -110 Max. My 3 -7817.72 35 -672
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
52 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Vy 3 278.31 -671 -110 Max. Vx 3 352.85 35 -672 Diagonal Max Tension 2 4467.98 0 0 Max. Compression 3 -2032.90 0 0 Max. Mx 3 2063.31 21 -35 Max. My 4 -931.23 15 -78 Max. Vy 3 20.00 21 -35 Max. Vx 4 20.58 0 0 Top Girt Max Tension 3 778.50 0 0 Max. Compression 3 -1222.34 0 0 Max. Mx 1 84.76 -47 0 Max. My 3 -1219.65 0 4 Max. Vy 1 32.03 0 0 Max. Vx 3 -2.69 0 0
T17 21 - 15 Leg Max Tension 3 83801.89 -671 -110 Max. Compression 3 -80354.15 -124 -127 Max. Mx 3 83801.89 -671 -110 Max. My 3 -8726.96 37 -672 Max. Vy 3 -445.60 -671 -110 Max. Vx 3 -463.23 37 -672 Diagonal Max Tension 4 2570.21 0 0 Max. Compression 3 -1198.17 0 0 Max. Mx 3 1339.30 25 -16 Max. My 4 -991.13 21 -52 Max. Vy 3 22.75 25 -16 Max. Vx 4 13.16 0 0 Top Girt Max Tension 2 1083.12 0 0 Max. Compression 3 -1811.81 0 0 Max. Mx 1 91.73 -65 0 Max. My 3 -1811.64 0 5 Max. Vy 1 37.53 0 0 Max. Vx 3 -3.16 0 0
T18 15 - 12 Leg Max Tension 3 76967.24 -1359 -111 Max. Compression 3 -71433.57 1263 -98 Max. Mx 3 76967.24 -1359 -111 Max. My 3 -8899.65 64 -827 Max. Vy 3 560.24 -1359 -111 Max. Vx 3 202.53 64 -827 Diagonal Max Tension 4 9755.16 0 0 Max. Compression 4 -10507.10 0 0 Max. Mx 3 -8696.43 44 0 Max. My 3 7395.64 0 -5 Max. Vy 3 -35.60 0 0 Max. Vx 3 3.80 0 0 Top Girt Max Tension 4 8787.77 0 0 Max. Compression 4 -8535.44 0 0 Max. Mx 4 -8535.44 170 0 Max. My 3 -6754.31 0 -14 Max. Vy 4 -86.05 0 0 Max. Vx 3 7.24 0 0
T19 12 - 0 Leg Max Tension 3 78031.12 0 2 Max. Compression 3 -72631.83 0 2 Max. Mx 3 77912.25 -1359 -109 Max. My 3 -9086.21 54 -825 Max. Vy 3 -411.99 -1359 -109 Max. Vx 3 -442.62 54 -825 Diagonal Max Tension 3 10556.97 0 0 Max. Compression 3 -11825.74 0 0 Max. Mx 3 28.02 -219 0 Max. My 4 -7896.35 0 -75 Max. Vy 3 64.75 0 0
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
53 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Condition Gov.
Load
Comb.
Force
kg
Major Axis
Moment
kg-m
Minor Axis
Moment
kg-m
Max. Vx 4 -22.20 0 0 Horizontal Max Tension 3 4336.93 0 0 Max. Compression 3 -4358.78 0 0 Max. Mx 4 -3226.72 44 -1 Max. My 4 -2742.87 32 -11 Max. Vy 4 -41.07 44 -1 Max. Vx 4 7.41 32 -11 Inner Bracing Max Tension 3 660.78 0 0 Max. Compression 3 -1143.87 0 0 Max. Mx 1 -86.31 -48 0 Max. My 3 660.78 0 0 Max. Vy 1 32.48 0 0 Max. Vx 3 -0.07 0 0
Maximum Reactions
Location Condition Gov.
Load
Comb.
Vertical
kg
Horizontal, X
kg
Horizontal, Z
kg
Leg D Max. Vert 1 4500.53 838.57 -795.29 Max. Hx 1 4500.53 838.57 -795.29 Max. Hz 3 -75622.71 -11928.42 11276.18 Min. Vert 3 -75622.71 -11928.42 11276.18 Min. Hx 3 -75622.71 -11928.42 11276.18 Min. Hz 1 4500.53 838.57 -795.29
Leg C Max. Vert 4 51576.54 -6733.15 -9694.66 Max. Hx 2 -42193.86 8136.63 4897.15 Max. Hz 2 -42193.86 8136.63 4897.15 Min. Vert 2 -42193.86 8136.63 4897.15 Min. Hx 4 51576.54 -6733.15 -9694.66 Min. Hz 4 51576.54 -6733.15 -9694.66
Leg B Max. Vert 3 73421.69 -11284.29 12018.23 Max. Hx 1 4481.50 -792.97 836.25 Max. Hz 3 73421.69 -11284.29 12018.23 Min. Vert 1 4481.50 -792.97 836.25 Min. Hx 3 73421.69 -11284.29 12018.23 Min. Hz 1 4481.50 -792.97 836.25
Leg A Max. Vert 2 51055.38 10102.99 6231.44 Max. Hx 2 51055.38 10102.99 6231.44 Max. Hz 2 51055.38 10102.99 6231.44 Min. Vert 4 -42659.88 -4477.50 -8632.10 Min. Hx 4 -42659.88 -4477.50 -8632.10 Min. Hz 4 -42659.88 -4477.50 -8632.10
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 17964.08 -0.01 -0.00 3068 -2839 0 Dead+Wind 0 deg - No Ice 17965.32 -31.34 -22228.51 -1123317 336 9377 Dead+Wind 45 deg - No Ice 17963.85 17365.27 -17365.72 -895006 -900979 16753 Dead+Wind 90 deg - No Ice 17965.32 22228.53 31.21 6305 -1129244 12631
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
54 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Load
Combination Vertical
kg
Shearx
kg
Shearz
kg
Overturning
Moment, Mx kg-m
Overturning
Moment, Mz kg-m
Torque
kg-m Dead+Wind 0 deg - Service 17964.09 -7.81 -5554.73 -278441 -2050 2345 Dead+Wind 45 deg - Service 17964.09 4341.62 -4341.63 -221409 -227343 4191 Dead+Wind 90 deg - Service 17964.09 5554.72 7.81 3881 -284367 3158
Solution Summary
Load
Comb.
Sum of Applied Forces Sum of Reactions
% Error PX
kg
PY
kg
PZ
kg
PX
kg
PY
kg
PZ
kg
1 0.00 -17964.10 0.00 0.01 17964.08 0.00 0.000% 2 -31.25 -17964.10 -22220.39 31.34 17965.32 22228.51 0.029% 3 17367.69 -17964.10 -17367.69 -17365.27 17963.85 17365.72 0.010% 4 22220.39 -17964.10 31.25 -22228.53 17965.32 -31.21 0.029% 5 -7.81 -17964.10 -5555.10 7.81 17964.09 5554.73 0.002% 6 4341.92 -17964.10 -4341.92 -4341.62 17964.09 4341.63 0.002% 7 5555.10 -17964.10 7.81 -5554.72 17964.09 -7.81 0.002%
Non-Linear Convergence Results
Load
Combination
Converged? Number
of Cycles
Displacement
Tolerance
Force
Tolerance
1 Yes 8 0.00000001 0.00014782 2 No 200 0.01191070 0.00000000 3 No 200 0.01122514 0.00000000 4 No 200 0.01191115 0.00000000 5 Yes 17 0.00000001 0.00010640 6 Yes 17 0.00000001 0.00010781 7 Yes 17 0.00000001 0.00010687
Maximum Tower Deflections - Service Wind
Section
No.
Elevation
m
Horz.
Deflection
mm
Gov.
Load
Comb.
Tilt
°
Twist
°
T1 105 - 100.8 364.64 6 0.4610 0.0518 T2 100.8 - 99 330.80 6 0.4528 0.0518 T3 99 - 93 316.79 6 0.4439 0.0516 T4 93 - 87 270.85 6 0.4206 0.0487 T5 87 - 81 228.19 6 0.3738 0.0436 T6 81 - 78 190.30 6 0.3270 0.0357 T7 78 - 75 174.01 6 0.3075 0.0312 T8 75 - 69 158.88 6 0.2916 0.0294 T9 69 - 63 128.84 6 0.2729 0.0281
T10 63 - 57 101.01 6 0.2476 0.0264 T11 57 - 51 75.98 6 0.2179 0.0242 T12 51 - 45 54.21 6 0.1841 0.0215 T13 45 - 39 36.17 6 0.1458 0.0184 T14 39 - 33 24.63 6 0.1048 0.0115 T15 33 - 27 15.70 6 0.0794 0.0080
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
55 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Horz.
Deflection
mm
Gov.
Load
Comb.
Tilt
°
Twist
°
T16 27 - 21 8.91 6 0.0590 0.0057 T17 21 - 15 3.80 6 0.0421 0.0044 T18 15 - 12 0.18 5 0.0277 0.0031 T19 12 - 0 1.48 6 0.0235 0.0028
Critical Deflections and Radius of Curvature - Service Wind
Elevation
m
Appurtenance Gov.
Load
Comb.
Deflection
mm
Tilt
°
Twist
°
Radius of
Curvature
m
105.0000 CxMANTENIMIENTO 6 364.64 0.4610 0.0518 19487 104.5000 AT15-250 6 360.56 0.4606 0.0518 19487 103.5000 AT15-250 6 352.42 0.4595 0.0519 19487 102.5000 AT15-250 6 344.33 0.4579 0.0519 11879 101.5000 AT15-250 6 336.33 0.4554 0.0519 8843 96.0000 6 ANT TV 0.20x0.80m 6 293.60 0.4328 0.0505 20079 92.0000 6 ANT TV 0.20x0.80m 6 263.46 0.4146 0.0480 8936 88.0000 6 ANT TV 0.25x1.0m 6 235.02 0.3825 0.0446 8885 83.0000 6 ANT TV 0.25x1.0m 6 202.21 0.3415 0.0387 5178 72.0000 3 ANT TV 0.30x1.20m 6 143.76 0.2815 0.0287 44776 68.5000 3 ANT TV 0.30x1.20m 6 126.42 0.2712 0.0280 12398 27.0000 8 FT DISH 6 8.91 0.0590 0.0057 15899 24.0000 8 FT DISH 6 6.33 0.0503 0.0050 158387 18.0000 8 FT DISH 6 1.19 0.0341 0.0037 5836 7.5000 ANT GRIP 1.0x2.50m 6 2.34 0.0160 0.0020 10310
Maximum Tower Deflections - Design Wind
Section
No.
Elevation
m
Horz.
Deflection
mm
Gov.
Load
Comb.
Tilt
°
Twist
°
T1 105 - 100.8 1475.12 3 1.8653 0.2340 T2 100.8 - 99 1338.23 3 1.8315 0.2157 T3 99 - 93 1281.60 3 1.7955 0.2084 T4 93 - 87 1095.76 3 1.7022 0.1969 T5 87 - 81 923.07 3 1.5141 0.1762 T6 81 - 78 769.56 3 1.3245 0.1446 T7 78 - 75 703.65 3 1.2449 0.1267 T8 75 - 69 642.39 3 1.1807 0.1195 T9 69 - 63 520.77 3 1.1054 0.1144
T10 63 - 57 408.00 3 1.0030 0.1074 T11 57 - 51 306.57 3 0.8829 0.0986 T12 51 - 45 218.35 3 0.7458 0.0879 T13 45 - 39 145.27 3 0.5903 0.0752 T14 39 - 33 98.81 3 0.4238 0.0467 T15 33 - 27 63.03 3 0.3179 0.0323 T16 27 - 21 35.76 3 0.2374 0.0231 T17 21 - 15 15.21 3 0.1690 0.0178 T18 15 - 12 0.64 2 0.1106 0.0124 T19 12 - 0 5.91 3 0.0938 0.0112
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
56 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Critical Deflections and Radius of Curvature - Design Wind
Elevation
m
Appurtenance Gov.
Load
Comb.
Deflection
mm
Tilt
°
Twist
°
Radius of
Curvature
m
105.0000 CxMANTENIMIENTO 3 1475.12 1.8653 0.2340 4814 104.5000 AT15-250 3 1458.63 1.8636 0.2318 4814 103.5000 AT15-250 3 1425.71 1.8593 0.2274 4814 102.5000 AT15-250 3 1392.99 1.8527 0.2231 2934 101.5000 AT15-250 3 1360.62 1.8421 0.2187 2185 96.0000 6 ANT TV 0.20x0.80m 3 1187.79 1.7507 0.2016 5035 92.0000 6 ANT TV 0.20x0.80m 3 1065.86 1.6781 0.1945 2237 88.0000 6 ANT TV 0.25x1.0m 3 950.74 1.5491 0.1805 2234 83.0000 6 ANT TV 0.25x1.0m 3 817.81 1.3835 0.1565 1269 72.0000 3 ANT TV 0.30x1.20m 3 581.18 1.1399 0.1167 11215 68.5000 3 ANT TV 0.30x1.20m 3 510.93 1.0986 0.1140 3074 27.0000 8 FT DISH 3 35.76 0.2374 0.0231 3971 24.0000 8 FT DISH 3 25.38 0.2023 0.0202 41178 18.0000 8 FT DISH 3 4.74 0.1366 0.0149 1452 7.5000 ANT GRIP 1.0x2.50m 3 9.39 0.0641 0.0082 2568
Bolt Design Data
Section
No.
Elevation
m
Component
Type
Bolt
Grade
Bolt Size
mm
Number
Of
Bolts
Maximum
Load per
Bolt
kg
Allowable
Load
kg
Ratio
Load
Allowable
Allowable
Ratio
Criteria
T1 105 Leg A394T0 16 6 44.99 5528.16 0.008
1.333 Bearing
Diagonal A394T0 13 1 882.70 2158.11 0.409
1.333 Member Bearing
Top Girt A394T0 13 1 25.39 2158.11 0.012
1.333 Member Bearing
T2 100.8 Leg A394T0 16 6 1100.51 5528.16 0.199
1.333 Bearing
Diagonal A394T0 13 1 597.55 2959.69 0.202
1.333 Member Bearing
Top Girt A394T0 13 1 567.51 2158.11 0.263
1.333 Member Bearing
T3 99 Leg A394T0 16 6 1064.10 5528.16 0.192
1.333 Bearing
Diagonal A394T0 16 1 1675.67 2774.71 0.604
1.333 Member Bearing
Top Girt A394T0 16 1 706.77 2774.71 0.255
1.333 Member Bearing
T4 93 Leg A394T0 16 6 3496.62 5528.16 0.633
1.333 Bearing
Diagonal A394T0 16 1 2823.39 2774.71 1.018
1.333 Member Bearing
Top Girt A394T0 16 1 1110.30 2774.71 0.400
1.333 Member Bearing
T5 87 Leg A394T0 16 8 5784.12 9979.03 0.580
1.333 Bolt SS
Diagonal A394T0 16 2 1893.74 3699.61 0.512
1.333 Member Bearing
Top Girt A394T0 16 1 1518.70 2774.71 0.547
1.333 Member Bearing
T6 81 Leg A394T0 16 8 6140.10 9979.03 0.615
1.333 Bolt SS
Diagonal A394T0 16 2 4158.03 7399.23 0.562
1.333 Member Bearing
Top Girt A394T0 16 2 52.56 3699.61 0.014
1.333 Member Bearing
T7 78 Leg A394T0 19 8 6128.17 9979.03 0.614
1.333 Bolt SS
Diagonal A394T0 16 2 2771.67 7399.23 0.375
1.333 Member Bearing
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
57 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Bolt
Grade
Bolt Size
mm
Number
Of
Bolts
Maximum
Load per
Bolt
kg
Allowable
Load
kg
Ratio
Load
Allowable
Allowable
Ratio
Criteria
T8 75 Leg A394T0 19 8 7899.95 9979.03 0.792
1.333 Bolt SS
Diagonal A394T0 16 2 1889.29 7399.23 0.255
1.333 Member Bearing
Top Girt A394T0 16 2 1979.55 3699.61 0.535
1.333 Member Bearing
T9 69 Leg A394T0 19 12 7176.20 9979.03 0.719
1.333 Bolt SS
Diagonal A394T0 16 2 2271.76 7399.23 0.307
1.333 Member Bearing
Top Girt A394T0 16 2 1105.89 3699.61 0.299
1.333 Member Bearing
T10 63 Leg A394T0 19 12 9613.08 9979.03 0.963
1.333 Bolt SS
Diagonal A394T0 16 2 2565.12 7399.23 0.347
1.333 Member Bearing
Top Girt A394T0 16 2 1401.03 3699.61 0.379
1.333 Member Bearing
T11 57 Leg A394T0 19 16 9229.11 9979.03 0.925
1.333 Bolt SS
Diagonal A394T0 16 2 3013.69 7399.23 0.407
1.333 Member Bearing
Top Girt A394T0 16 2 1634.84 3699.61 0.442
1.333 Member Bearing
T12 51 Leg A394T0 19 20 9497.05 9979.03 0.952
1.333 Bolt SS
Diagonal A394T0 16 2 2759.05 7399.23 0.373
1.333 Member Bearing
Top Girt A394T0 16 2 1149.27 3699.61 0.311
1.333 Member Bearing
T13 45 Leg A394T0 19 20 9995.32 9979.03 1.002
1.333 Bolt SS
Diagonal A394T0 16 2 4201.86 4932.82 0.852
1.333 Member Bearing
T14 39 Leg A394T0 19 20 9225.66 9979.03 0.925
1.333 Bolt SS
Diagonal A394T0 16 2 1640.29 4932.82 0.333
1.333 Member Bearing
T15 33 Leg A394T0 19 20 8713.42 9979.03 0.873
1.333 Bolt SS
Diagonal A394T0 16 2 1120.66 4932.82 0.227
1.333 Member Bearing
T16 27 Leg A394T0 19 20 8354.58 9979.03 0.837
1.333 Bolt SS
Diagonal A394T0 16 2 2233.99 4932.82 0.453
1.333 Member Bearing
Top Girt A394T0 16 2 611.17 4932.82 0.124
1.333 Member Bearing
T17 21 Leg A394T0 19 20 8380.17 9979.03 0.840
1.333 Bolt SS
Diagonal A394T0 16 2 1285.10 4932.82 0.261
1.333 Member Bearing
Top Girt A394T0 16 2 905.91 4932.82 0.184
1.333 Member Bearing
T18 15 Leg A394T0 19 16 9620.92 9979.03 0.964
1.333 Bolt SS
Diagonal A394T0 16 2 5253.55 9865.64 0.533
1.333 Member Bearing
Top Girt A394T0 16 2 4393.88 9865.64 0.445
1.333 Member Bearing
T19 12 Leg A394T0 19 16 9753.87 9979.03 0.977
1.333 Bolt SS
Diagonal A394T0 16 3 3941.91 7399.23 0.533
1.333 Member Bearing
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
58 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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 105 - 100.8 L76x76x6 4.2000 0.7000 46.6 K=1.00
171534 929 -2876.07 16250.22 0.177
T2 100.8 - 99 L76x76x6 1.8868 0.9434 62.7
K=1.00 153370 929 -3301.54 14529.47 0.227
T3 99 - 93 L76x76x6 6.0000 2.0000 66.5
K=0.50 148765 929 -7077.18 14093.26 0.502
T4 93 - 87 L102x102x6 6.0000 2.0000 49.5
K=0.50 144987 1252 -17022.56 18504.49 0.920
T5 87 - 81 L102x8+L76x6 6.0000 2.0000 49.8
K=0.50 168136 2477 -30640.17 42475.22 0.721
T6 81 - 78 L102x8+L76x6 3.0435 3.0435 75.7
K=0.50 136863 2477 -24159.15 34575.00 0.699
T7 78 - 75 L102x8+L76x6 3.0435 3.0435 75.7
K=0.50 136863 2477 -24176.53 34575.00 0.699
T8 75 - 69 L102x10+L102x10 6.0000 3.0000 74.9
K=0.50 137925 3690 -36379.16 51902.32 0.701
T9 69 - 63 L102x10+L102x10 6.0000 3.0000 74.9
K=0.50 137925 3690 -49921.94 51902.32 0.962
T10 63 - 57 L127x10+L102x10 6.0000 3.0000 59.7
K=0.50 157041 4174 -65294.64 66844.11 0.977
T11 57 - 51 L152x10+L102x10 6.0000 3.0000 49.6
K=0.50 168293 4658 -81523.73 79937.06 1.020
T12 51 - 45 L152x10+L102x13 6.0000 3.0000 49.6
K=0.50 168293 5232 -100912.54 89790.90 1.124
T13 45 - 39 L152x10+L102x13 6.0423 6.0423 50.0
K=0.25 167918 5232 -99953.19 89590.87 1.116
T14 39 - 33 L152x10+L102x13 6.0423 6.0423 50.0
K=0.25 167918 5232 -91453.77 89590.87 1.021
T15 33 - 27 L152x10+L102x10 6.0423 6.0423 50.0
K=0.25 167918 4658 -84629.47 79759.25 1.061
T16 27 - 21 L152x10+L102x10 6.0423 6.0423 50.0
K=0.25 167918 4658 -80857.40 79759.25 1.014
T17 21 - 15 L152x10+L102x10 6.0423 6.0423 50.0
K=0.25 167918 4658 -80354.36 79759.25 1.007
T18 15 - 12 L152x13+L102x10 3.0212 3.0212 50.4
K=0.50 167461 5555 -71433.56 94855.72 0.753
T19 12 - 0 L152x13+L102x10 12.2744 12.2744 51.2
K=0.13 166604 5555 -72631.95 94370.37 0.770
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
59 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
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 105 - 100.8 L38x38x5 0.9220 0.8049 108.0 K=1.00
82302 340 -1077.71 2855.31 0.377
T2 100.8 - 99 L38x38x5 1.2207 1.1259 151.1
K=1.00 45096 340 -597.55 1564.50 0.382
T3 99 - 93 L38x38x5 2.4413 1.1542 99.5
K=1.00 89910 340 -1699.75 3119.25 0.545
T4 93 - 87 L38x38x5 2.4413 1.1321 97.6
K=1.00 91562 340 -2829.06 3176.54 0.891
T5 87 - 81 L38x38x5 2.4413 1.1317 97.6
K=1.00 91587 340 -2839.92 3177.43 0.894
T6 81 - 78 2L51x51x5 3.1018 2.9012 92.6
K=0.50 95823 923 -6227.96 9014.74 0.691
T7 78 - 75 2L51x51x5 3.3410 3.2251 102.9
K=0.50 86930 923 -5204.75 8178.05 0.636
T8 75 - 69 2L51x51x5 4.1379 1.9949 127.3
K=1.00 63541 923 -3778.58 5977.76 0.632
T9 69 - 63 2L51x51x5 4.1379 1.9949 127.3
K=1.00 63541 923 -4543.55 5977.76 0.760
T10 63 - 57 2L51x51x5 4.1379 1.9768 126.1
K=1.00 64714 923 -5130.27 6088.03 0.843
T11 57 - 51 2L51x51x5 4.1379 1.9586 125.0
K=1.00 65899 923 -6027.38 6199.57 0.972
T12 51 - 45 2L51x51x5 4.1379 1.9586 125.0
K=1.00 65899 923 -5015.55 6199.57 0.809
T13 45 - 39 L51x51x6 6.8925 3.8102 95.9
K=0.25 93001 605 -5532.47 5739.03 0.964
T14 39 - 33 L51x51x6 7.4360 4.0192 129.9
K=0.50 61002 605 -3003.77 3764.40 0.798
T15 33 - 27 L51x51x6 8.0696 4.3000 139.0
K=0.50 53295 605 -2241.33 3288.82 0.681
T16 27 - 21 L64x64x6 8.7737 4.6295 118.5
K=0.50 72363 768 -2032.90 5665.19 0.359
T17 21 - 15 L64x64x6 9.5328 4.9940 127.8
K=0.50 63003 768 -1198.17 4932.36 0.243
T18 15 - 12 2L64x64x6 4.9645 4.8691 124.6
K=0.50 66241 1535 -10507.11 10371.76 1.013
T19 12 - 0 L102x102x10 13.5511 13.3870 107.1
K=0.25 83122 1845 -11825.75 15639.69 0.756
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
T1 105 - 100.8 L38x38x5 0.6000 0.5238 70.3 K=1.00
113071 340 -519.26 3922.75 0.132
T2 100.8 - 99 L38x38x5 1.0000 0.9238 124.0 66911 340 -166.56 2321.34 0.072
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
60 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
K=1.00
T7 78 - 75 L64x64x5 2.1250 2.0230 102.4 K=1.00
87393 582 -360.61 5185.97 0.070
T19 12 - 0 L102x102x6 8.4000 4.1238 64.9
K=0.50 113615 1252 -4358.78 14500.54 0.301
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
T1 105 - 100.8 L38x38x5 0.6000 0.5238 70.3 K=1.00
113071 340 -21.39 3922.75 0.005
T2 100.8 - 99 L38x38x5 0.6000 0.5238 70.3
K=1.00 113071 340 -491.47 3922.75 0.125
T3 99 - 93 L51x51x5 1.4000 1.3238 132.3
K=1.00 58842 461 -566.97 2767.82 0.205
T4 93 - 87 L51x51x5 1.4000 1.3238 132.3
K=1.00 58842 461 -1012.40 2767.82 0.366
T5 87 - 81 L51x51x5 1.4000 1.2984 129.7
K=1.00 61166 461 -1417.82 2877.17 0.493
T6 81 - 78 L51x51x5 1.4000 1.2980 82.8
K=1.00 103683 461 -105.12 4877.12 0.022
T8 75 - 69 L64x64x5 2.8500 2.7480 109.3
K=0.50 81140 582 -3633.56 4814.93 0.755
T9 69 - 63 L64x64x5 2.8500 2.7480 139.1
K=1.00 53243 582 -2019.77 3159.49 0.639
T10 63 - 57 L64x64x5 2.8500 2.7480 139.1
K=1.00 53243 582 -2581.88 3159.49 0.817
T11 57 - 51 L64x64x5 2.8500 2.7230 137.8
K=1.00 54225 582 -3034.36 3217.77 0.943
T12 51 - 45 L64x64x5 2.8500 2.6980 136.5
K=1.00 55235 582 -2233.35 3277.68 0.681
T13 45 - 39 L64x64x5 2.8500 2.6980 136.5
K=1.00 55235 582 -3437.87 3277.68 1.049
T16 27 - 21 L76x76x6 5.8770 5.7250 121.2
K=0.50 69725 929 -1222.34 6605.40 0.185
T17 21 - 15 L76x76x6 6.8860 6.7340 142.5
K=0.50 50678 929 -1811.81 4800.96 0.377
T18 15 - 12 2L76x76x6x10 7.8950 7.7430 147.5
K=0.45 47322 1858 -8535.43 8966.03 0.952
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
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
61 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T3 99 - 93 L51x51x5 1.4000 1.3238 132.3 K=1.00
58842 461 -834.74 2767.82 0.302
T4 93 - 87 L51x51x5 1.4000 1.2984 129.7
K=1.00 61166 461 -1597.13 2877.17 0.555
T5 87 - 81 L51x51x5 1.4000 1.2980 129.7
K=1.00 61204 461 -1354.42 2878.95 0.470
T8 75 - 69 L64x64x5 2.8500 2.7480 109.3
K=0.50 81140 582 -1514.16 4814.93 0.314
T9 69 - 63 L64x64x5 2.8500 2.7480 139.1
K=1.00 53243 582 -2415.81 3159.49 0.765
T10 63 - 57 L64x64x5 2.8500 2.7230 137.8
K=1.00 54225 582 -2772.31 3217.77 0.862
T11 57 - 51 L64x64x5 2.8500 2.6980 136.5
K=1.00 55235 582 -3211.63 3277.68 0.980
Inner Bracing Design Data (Compression)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T19 12 - 0 L76x76x6 5.9397 5.9397 197.5 K=0.50
26394 929 -1143.87 2500.47 0.457
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 105 - 100.8 L76x76x6 4.2000 0.7000 29.6 224080 687 2741.74 15699.97 0.175
T2 100.8 - 99 L76x76x6 1.8868 0.9434 39.9 224080 687 3119.35 15699.97 0.199
T3 99 - 93 L76x76x6 6.0000 2.0000 84.7 224080 687 7287.28 15699.97 0.464
T4 93 - 87 L102x102x6 6.0000 2.0000 63.0 224080 1010 17776.70 23070.85 0.771
T5 87 - 81 L102x8+L76x6 6.0000 2.0000 99.5 206843 2477 33615.29 52253.40 0.643
T6 81 - 78 L102x8+L76x6 3.0435 3.0435 151.5 206843 2477 24560.40 52253.40 0.470
T7 78 - 75 L102x8+L76x6 3.0435 3.0435 151.5 206843 2477 24512.59 52253.40 0.469
T8 75 - 69 L102x10+L102x10 6.0000 3.0000 149.9 206843 3690 34234.67 77836.02 0.440
T9 69 - 63 L102x10+L102x10 6.0000 3.0000 149.9 206843 3690 46472.82 77836.02 0.597
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
62 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T10 63 - 57 L127x10+L102x10 6.0000 3.0000 119.3 206843 4174 61171.48 88042.30 0.695
T11 57 - 51 L152x10+L102x10 6.0000 3.0000 99.3 206843 4658 77635.53 98248.14 0.790
T12 51 - 45 L152x10+L102x13 6.0000 3.0000 99.3 206843 5232 98537.53 110359.05 0.893
T13 45 - 39 L152x10+L102x13 6.0423 6.0423 199.9 206843 5232 99180.72 110359.05 0.899
T14 39 - 33 L152x10+L102x13 6.0423 6.0423 199.9 206843 5232 92256.63 110359.05 0.836
T15 33 - 27 L152x10+L102x10 6.0423 6.0423 199.9 206843 4658 87134.21 98248.14 0.887
T16 27 - 21 L152x10+L102x10 6.0423 6.0423 199.9 206843 4658 83545.84 98248.14 0.850
T17 21 - 15 L152x10+L102x10 6.0423 6.0423 199.9 206843 4658 83801.67 98248.14 0.853
T18 15 - 12 L152x13+L102x10 3.0212 3.0212 100.8 206843 5555 76967.39 117162.94 0.657
T19 12 - 0 L152x13+L102x10 12.2744 12.2744 409.5 206843 5555 78031.06 117162.94 0.666
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 105 - 100.8 L38x38x5 0.9220 0.8049 69.4 148927 340 882.70 5166.69 0.171
T2 100.8 - 99 L38x38x5 1.2207 1.1259 97.1 148927 340 419.83 5166.69 0.081
T3 99 - 93 L38x38x5 2.4413 1.1542 99.5 199948 249 1675.67 5086.95 0.329
T4 93 - 87 L38x38x5 2.4413 1.1321 97.6 199948 249 2823.39 5086.95 0.555
T5 87 - 81 L38x38x5 2.4413 1.1317 97.6 199948 249 3787.49 5086.95 0.745
T6 81 - 78 2L51x51x5 3.1018 2.9012 185.1 148927 923 8316.07 14010.57 0.594
T7 78 - 75 2L51x51x5 3.3410 3.2251 205.8 148927 923 5543.35 14010.57 0.396
T8 75 - 69 2L51x51x5 4.1379 1.9949 127.3 148927 923 3412.83 14010.57 0.244
T9 69 - 63 2L51x51x5 4.1379 1.9949 127.3 148927 923 4267.78 14010.57 0.305
T10 63 - 57 2L51x51x5 4.1379 1.9768 126.1 148927 923 4959.26 14010.57 0.354
T11 57 - 51 2L51x51x5 4.1379 1.9586 125.0 148927 923 5980.44 14010.57 0.427
T12 51 - 45 2L51x51x5 4.1379 1.9586 125.0 148927 923 5518.09 14010.57 0.394
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
63 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T13 45 - 39 L51x51x6 6.8925 3.8102 246.3 148927 605 8403.71 9190.15 0.914
T14 39 - 33 L51x51x6 7.4360 4.0192 259.8 148927 605 3280.58 9190.15 0.357
T15 33 - 27 L51x51x6 8.0696 4.3000 278.0 148927 605 1797.78 9190.15 0.196
T16 27 - 21 L64x64x6 8.7737 4.6295 237.0 148927 768 4467.98 11659.14 0.383
T17 21 - 15 L64x64x6 9.5328 4.9940 255.7 148927 768 2570.21 11659.14 0.220
T18 15 - 12 2L64x64x6 4.9645 4.8691 249.3 148927 1535 9755.14 23318.28 0.418
T19 12 - 0 L102x102x10 13.5511 13.3870 428.5 148927 1845 10556.96 28021.13 0.377
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
T1 105 - 100.8 L38x38x5 0.6000 0.5238 45.2 148927 340 631.90 5166.69 0.122
T2 100.8 - 99 L38x38x5 1.0000 0.9238 79.6 148927 340 256.05 5166.69 0.050
T7 78 - 75 L64x64x5 2.1250 2.0230 102.4 148927 582 348.12 8837.43 0.039
T19 12 - 0 L102x102x6 8.4000 4.1238 129.9 148927 1252 4336.93 19007.34 0.228
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 105 - 100.8 L38x38x5 0.6000 0.5238 45.2 148927 340 25.39 5166.69 0.005
T2 100.8 - 99 L38x38x5 0.6000 0.5238 45.2 148927 340 567.51 5166.69 0.110
T3 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 706.77 7005.28 0.101
T4 93 - 87 L51x51x5 1.4000 1.3238 84.5 148927 461 1110.30 7005.28 0.158
T5 87 - 81 L51x51x5 1.4000 1.2984 82.8 148927 461 1518.70 7005.28 0.217
T6 81 - 78 L51x51x5 1.4000 1.2980 82.8 148927 461 56.11 7005.28 0.008
T8 75 - 69 L64x64x5 2.8500 2.7480 139.1 148927 582 3959.11 8837.43 0.448
T9 69 - 63 L64x64x5 2.8500 2.7480 139.1 148927 582 2211.79 8837.43 0.250
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
64 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T10 63 - 57 L64x64x5 2.8500 2.7480 139.1 148927 582 2802.07 8837.43 0.317
T11 57 - 51 L64x64x5 2.8500 2.7230 137.8 148927 582 3269.68 8837.43 0.370
T12 51 - 45 L64x64x5 2.8500 2.6980 136.5 148927 582 2298.53 8837.43 0.260
T13 45 - 39 L64x64x5 2.8500 2.6980 136.5 148927 582 2988.51 8837.43 0.338
T16 27 - 21 L76x76x6 5.8770 5.7250 242.4 148927 929 778.51 14108.54 0.055
T17 21 - 15 L76x76x6 6.8860 6.7340 285.1 148927 929 1083.12 14108.54 0.077
T18 15 - 12 2L76x76x6x10 7.8950 7.7430 327.8 148927 1858 8787.76 28217.08 0.311
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
T3 99 - 93 L51x51x5 1.4000 1.3238 84.5 148927 461 927.51 7005.28 0.132
T4 93 - 87 L51x51x5 1.4000 1.2984 82.8 148927 461 1717.12 7005.28 0.245
T5 87 - 81 L51x51x5 1.4000 1.2980 82.8 148927 461 1437.97 7005.28 0.205
T8 75 - 69 L64x64x5 2.8500 2.7480 139.1 148927 582 1651.73 8837.43 0.187
T9 69 - 63 L64x64x5 2.8500 2.7480 139.1 148927 582 2631.19 8837.43 0.298
T10 63 - 57 L64x64x5 2.8500 2.7230 137.8 148927 582 2995.59 8837.43 0.339
T11 57 - 51 L64x64x5 2.8500 2.6980 136.5 148927 582 3460.27 8837.43 0.392
Inner Bracing Design Data (Tension)
Section
No.
Elevation
m
Size
L
m
Lu
m
Kl/r
Fa
kPa
A
mm2
Actual
P
kg
Allow.
Pa
kg
Ratio
P
Pa
T19 12 - 0 L76x76x6 5.9397 5.9397 251.4 148927 929 660.78 14108.54 0.047
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
65 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section Capacity Table
Section
No.
Elevation
m
Component
Type
Size Critical
Element
P
kg
SF*Pallow
kg
%
Capacity
Pass
Fail
T1 105 - 100.8 Leg L76x76x6 3 -2876.07 21661.55 13.3 Pass Diagonal L38x38x5 9 -1077.71 3806.12 28.3
30.7 (b) Pass
Horizontal L38x38x5 16 -519.26 5229.03 9.9 Pass Top Girt L38x38x5 8 -21.39 5229.03 0.4
0.9 (b) Pass
T2 100.8 - 99 Leg L76x76x6 55 -3301.54 19367.79 17.0 Pass Diagonal L38x38x5 71 -597.55 2085.48 28.7 Pass Horizontal L38x38x5 66 -166.56 3094.35 5.4 Pass Top Girt L38x38x5 59 -491.47 5229.03 9.4
19.7 (b) Pass
T3 99 - 93 Leg L76x76x6 75 -7077.18 18786.31 37.7 Pass Diagonal L38x38x5 88 -1699.75 4157.96 40.9
45.3 (b) Pass
Top Girt L51x51x5 77 -566.97 3689.51 15.4 19.1 (b)
Pass
Mid Girt L51x51x5 84 -834.74 3689.51 22.6 Pass T4 93 - 87 Leg L102x102x6 115 -17022.56 24666.48 69.0 Pass
Diagonal L38x38x5 128 -2829.06 4234.32 66.8 76.3 (b)
Pass
Top Girt L51x51x5 120 -1012.40 3689.51 27.4 30.0 (b)
Pass
Mid Girt L51x51x5 124 -1597.13 3835.27 41.6 Pass T5 87 - 81 Leg L102x8+L76x6 155 -30640.17 56619.46 54.1 Pass
Diagonal L38x38x5 168 -2839.92 4235.51 67.1 Pass Top Girt L51x51x5 160 -1417.82 3835.27 37.0
41.1 (b) Pass
Mid Girt L51x51x5 176 -1354.42 3837.64 35.3 Pass T6 81 - 78 Leg L102x8+L76x6 195 -24159.15 46088.47 52.4 Pass
Diagonal 2L51x51x5 208 -6227.96 12016.65 51.8 Pass Top Girt L51x51x5 197 -105.12 6501.20 1.6 Pass
T7 78 - 75 Leg L102x8+L76x6 215 -24176.53 46088.47 52.5 Pass Diagonal 2L51x51x5 222 -5204.75 10901.33 47.7 Pass Horizontal L64x64x5 201 -360.61 6912.90 5.2 Pass
T8 75 - 69 Leg L102x10+L102x10 227 -36379.16 69185.79 52.6 59.4 (b)
Pass
Diagonal 2L51x51x5 240 -3778.58 7968.35 47.4 Pass Top Girt L64x64x5 232 -3633.56 6418.30 56.6 Pass Mid Girt L64x64x5 236 -1514.16 6418.30 23.6 Pass
T9 69 - 63 Leg L102x10+L102x10 255 -49921.94 69185.79 72.2 Pass Diagonal 2L51x51x5 268 -4543.55 7968.35 57.0 Pass Top Girt L64x64x5 260 -2019.77 4211.60 48.0 Pass Mid Girt L64x64x5 264 -2415.81 4211.60 57.4 Pass
T10 63 - 57 Leg L127x10+L102x10 283 -65294.64 89103.20 73.3 Pass Diagonal 2L51x51x5 296 -5130.27 8115.34 63.2 Pass Top Girt L64x64x5 288 -2581.88 4211.60 61.3 Pass Mid Girt L64x64x5 292 -2772.31 4289.28 64.6 Pass
T11 57 - 51 Leg L152x10+L102x10 311 -81523.73 106556.10 76.5 Pass Diagonal 2L51x51x5 324 -6027.38 8264.02 72.9 Pass Top Girt L64x64x5 316 -3034.36 4289.28 70.7 Pass Mid Girt L64x64x5 320 -3211.63 4369.14 73.5 Pass
T12 51 - 45 Leg L152x10+L102x13 339 -100912.54 119691.27 84.3 Pass Diagonal 2L51x51x5 348 -5015.55 8264.02 60.7 Pass Top Girt L64x64x5 344 -2233.35 4369.14 51.1 Pass
T13 45 - 39 Leg L152x10+L102x13 363 -99953.19 119424.62 83.7 Pass Diagonal L51x51x6 374 -5532.47 7650.13 72.3 Pass Top Girt L64x64x5 366 -3437.87 4369.14 78.7 Pass
T14 39 - 33 Leg L152x10+L102x13 379 -91453.77 119424.62 76.6 Pass
RRIISSAATToowweerr Job
TORRE DE 99m-CUADRADA PATA=12.050m V=120 KPH
Page
66 of 66
I. P. DOLMEN S.A. Calle 101 No. 70G - 25.
Project
EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Date
14:59:31 09/11/13
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.
Section
No.
Elevation
m
Component
Type
Size Critical
Element
P
kg
SF*Pallow
kg
%
Capacity
Pass
Fail
Diagonal L51x51x6 388 -3003.77 5017.95 59.9 Pass T15 33 - 27 Leg L152x10+L102x10 391 -84629.47 106319.08 79.6 Pass
Diagonal L51x51x6 398 -2241.33 4383.99 51.1 Pass T16 27 - 21 Leg L152x10+L102x10 403 -80857.40 106319.08 76.1 Pass
Diagonal L64x64x6 409 4467.98 15541.64 28.7 34.0 (b)
Pass
Top Girt L76x76x6 405 -1222.34 8804.99 13.9 Pass T17 21 - 15 Leg L152x10+L102x10 419 -80354.36 106319.08 75.6 Pass
Diagonal L64x64x6 430 -1198.17 6574.84 18.2 19.5 (b)
Pass
Top Girt L76x76x6 424 -1811.81 6399.68 28.3 Pass T18 15 - 12 Leg L152x13+L102x10 435 -71433.56 126442.67 56.5
72.3 (b) Pass
Diagonal 2L64x64x6 445 -10507.11 13825.55 76.0 Pass Top Girt 2L76x76x6x10 440 -8535.43 11951.71 71.4 Pass
T19 12 - 0 Leg L152x13+L102x10 455 -72631.95 125795.70 57.7 73.3 (b)
Pass
Diagonal L102x102x10 462 -11825.75 20847.70 56.7 Pass Horizontal L102x102x6 447 -4358.78 19329.21 22.6 Pass Inner Bracing L76x76x6 466 -1143.87 3333.13 34.3 Pass Summary Leg (T12) 84.3 Pass Diagonal
(T4) 76.3 Pass
Horizontal (T19)
22.6 Pass
Top Girt (T13)
78.7 Pass
Mid Girt (T11)
73.5 Pass
Inner Bracing (T19)
34.3 Pass
Bolt Checks 76.3 Pass RATING = 84.3 Pass
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=99+6m C. NUEVA+REF EB. LA PITA.eri
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA DE DEFLEXIONES-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri
Dwg No. E-5
TIA/EIA-222-F - Service - 60 kph Maximum Values
0
0
500
500
Deflection (mm)
105.0000
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
Ele
va
tio
n (
m)
0
0
0.5
0.5
Tilt (deg)0
0
0.05
0.05
0.1
0.1
-0.05
-0.05
-0.1
-0.1
Twist (deg)
105.0000
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA CABLES GUIA DE ONDA-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri
Dwg No. E-7
Feedline Distribution Chart
0.0000 - 105.0000Round Flat App In Face App Out Face Truss Leg
Face A
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
105.0000
Ele
va
tio
n (
m)
Face B
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
104.0000103.0000102.0000101.0000
Face C
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
104.0000103.0000102.0000101.0000
(4)
1 (
4 A
NT
RF
N)
(4)
1 (
4 A
NT
RF
N)
(3)
1 (
3 A
NT
RF
N)
(3)
1 (
3 A
NT
RF
N)
Face D
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
105.0000
96.000096.000096.000096.0000
92.000092.000092.000092.0000
88.000088.000088.000088.0000
83.000083.000083.000083.0000
72.000072.0000
68.500068.5000
27.0000
24.0000
18.0000
7.5000
104.0000103.0000102.0000101.0000
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
1/2
(6 A
NT
TV
E)
7/8
(1 A
NT
MW
E)
7/8
(1 A
NT
MW
E)
(2)
7/8
(2 A
NT
MW
E)
7/8
(1 A
NT
GR
IP E
)
I. P. DOLMEN S.A.
Calle 101 No. 70G - 25.
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999.
FAX: 57 (1) 2269999.
Job: DIAGRAMA DE ESFUERZOS-TC99+6m PATA=12.050m V=120 KPH
Project: EVALUACION ESTRUCTURAL EB. CERRO LA PITA - CONDICION NUEVA + REFUERZO.
Client: RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd:
Code: TIA/EIA-222-F Date: 09/12/13 Scale: NTS Path:
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC100m EB. CERRO LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA\TC99+6m C. NUEVA+REF EB. LA PITA.eri
Dwg No. E-8
Stress Distribution Chart
0.0000 - 105.0000> 100% 90%-100% 75%-90% 50%-75% < 50% Overstress
Face A Face B Face C Face D
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
105.0000
Ele
va
tio
n (
m)
100.8000
99.0000
93.0000
87.0000
81.0000
78.0000
75.0000
69.0000
63.0000
57.0000
51.0000
45.0000
39.0000
33.0000
27.0000
21.0000
15.0000
12.0000
0.0000
105.0000
DOLMEN Integración de Proyectos
Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
CHEQUEO DE CIMENTACION
PLACA BASE Y PERNOS DE ANCLAJE.
EB. CERRO LA PITA.
I. P. DOLMEN S.A. TORRE 99+6mEB. CERRO LA PITA
7. Rev. DE CIMENTACION TIPO ZAPATA PARA TORRES
OBRA: TORRE TELECOMUNICACIONES TC99+6m EB. CERRO LA PITA
REACCIONES MAXIMAS DE TRABAJO SEGUN PROGRAMA TOWER
Compresión (-) Fz Kg -73.422,00
Corte l Fx Kg -11.284,00
Corte t Fy Kg 12.018,00
Traccion (+) Fza Kg 75.623,00
Corte l Fxa Kg -11.928,00Corte t Fya Kg 11.276,00
REACCIONES MAXIMAS ULTIMAS SEGÚN PROGRAMA TOWER
Compresión (-) Fz' Kg -73.422,00
Corte l Fx' Kg -11.284,00
Corte t Fy' Kg 12.018,00
Arranque (+) Fza' Kg 75.623,00
Corte l Fxa' Kg -11.928,00
Corte t Fya' Kg 11.276,00
ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE
Compresión (-) Fc Kg 73.422,00
Corte l Ft Kg 11.284,00
Corte t Fl Kg 12.018,00
Arranque (+) Fa Kg 75.623,00
Corte l Fta Kg 11.928,00
Corte t Fla Kg 11.276,00
ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE
Compresión (-) Fc' Kg 73.422,00
Corte l Ft' Kg 11.284,00
Corte t Fl' Kg 12.018,00
Arranque (+) Fa' Kg 75.623,00
Corte l Fta' Kg 11.928,00
Corte t Fla' Kg 11.276,00
CARACTERISTICAS DE LOS MATERIALESCap. portante suelo σ Kg/cm2
1,50σa Kg/cm2
1,88Peso unit. suelo γs Kg/m3 1700Angulo cono β º 20,0K pasivo Kp' 2,04K activo Ka 0,49K p Kp 2,04Peso unit. concreto γc Kg/m3 2.400Resis.Comp.Concreto f'c Kg/cm2
210Esf. Fluencia Acero fy Kg/cm2
4.200
GEOMETRIA
Angulo montante φ º 0,0000
Lado zapata L m 3,50
Lado pedestal B m 0,75
Espesor zapata s m 0,80
Profundidad zapata H m 3,00
Alt. ped. sobre suelo H3 m 1,40
Alt. ped. enterrada H2 m 2,20
Altura total cimiento H1 m 4,40
ITEM Sim. Un.
clm/rcg 7.1 Rev.CimTC99+6m EB. LA PITA-Cap. 7
I. P. DOLMEN S.A. TORRE 99+6mEB. CERRO LA PITA
Altura pedestal Hp m 3,60
Recubrimiento a m 0,070
Altura efec. concreto d m 0,730
VOLUMENES Y PESOS
Volumen zapata Vz m³ 9,80
Volumen pedestal Vp m³ 2,03
Volumen Concreto Vc m³ 11,83
Peso concreto Wc Kg 28380
Volumen suelo 1 Vs1 m³ 25,71
Volumen suelo 2 Vs2 m³ 22,93
Volumen suelo 3 Vs3 m³ 3,75
Volumen total suelo Vs m³ 52,39
Peso suelo Ws Kg 89060
ARRANCAMIENTO
Hipotesis crítica
F.S. Arrancamiento FSa (Wc+Ws)/Fa 1,55
Checheo Arrancam. FSa > 1.50 O.K.
ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO)
Hipotesis crítica
Compresión P Kg 145513
ht m 2,20
Rt Kg 6293
hl m 2,20
Rl Kg 6293
Momento transversal MT Kg*m 43230
Momento longitudinal ML Kg*m 40000
σp Kg/m211879
σt Kg/m25598
σl Kg/m26050
σs Kg/m25100
1 Kg/m218426
2 Kg/m26327
3 Kg/m27231
4 Kg/m2-4869
σmax Kg/m2mayor 1, 2, 3, 4 18426
σmin Kg/m2 menor 1, 2, 3, 4 ≈ σ -4869
Checheo Capacidad σmax < σa O.K.
CHEQUEO AL VOLCAMIENTO
Hipotesis crítica
COMPRESION MR1 Kg-m 254648
Momento trans. 1 MT1 Kg*m 52879
Momento long. 1 ML1 Kg*m 49650
Momento trans. 2 MT2 Kg*m 9650
Momento long. 2 ML2 Kg*m 9650
Mom. restaur. trans. MRT Kg*m 264298
Mom. restaur. long. MRL Kg*m 264298
Momento restaurador MRc Kg-m 373773
Momento al vuelco Mv Kg-m 319153
clm/rcg 7.2 Rev.CimTC99+6m EB. LA PITA-Cap. 7
I. P. DOLMEN S.A. TORRE 99+6mEB. CERRO LA PITA
F.S. vuelco compres. FSvc MRc/Mv 1,17
Hipotesis crítica
TRACCION MR1 Kg-m 205520
ht m 2,20
Rt Kg 6293
hl m 2,20
Rl Kg 6293
MT1 Kg-m 49614
ML1 Kg-m 52483
MT2 Kg-m 9650
ML2 Kg-m 9650
Mom. restaur. trans. MRT Kg*m 215170
Mom. restaur. long. MRL Kg*m 215170
Momento restaurador MRa Kg-m 304296
Momento vuelco 1 Mv1 Kg-m 132340
Mom. vuelco trans. Mvt Kg-m 181955
Mom. vuelco long. Mvl Kg-m 184823
Momento vuelvo Mva Kg-m 259359
F.S. vuelco tracción FSvt MRa/Mva 1,30
F.S. volcamiento FSv menor FSvc, FSvt 1,30
Checheo Volcam. FSv > 1.30 O.K.
ESFUERZOS ACTUANTES MAYORADOS (CARGAS DE DISEÑO)
Hipotesis crítica
P' Kg
ht' m 2,20
Rt' Kg 6293
hl' m 2,20
Rl' Kg 6293
Mom. mayorado trans. MT' Kg*m 43230
Mom. mayorado long. ML' Kg*m 40000σp' Kg/m2
0σt' Kg/m2
5598σl' Kg/m2
6050
1 Kg/m24507
2 Kg/m2-7592
3 Kg/m2-6688
4 Kg/m2-18787
σm Kg/m2mayor 1, 2, 3, 4 4507
σm' Kg/m22º mayor 1, 2, 3, 4 -6688
Esf. último diseño σud Kg/m2 (σm+σm')/2 -1090
Esf. último punzonam. σup Kg/m2Prom (1, 2, 3, 4) -7140
CHEQUEO AL CORTE
L'(d) m 0,65
Φ 0,85
V Kg -2462ΦVc Kg 166800
Chequeo al corte V<FVc O.K.
clm/rcg 7.3 Rev.CimTC99+6m EB. LA PITA-Cap. 7
I. P. DOLMEN S.A. TORRE 99+6mEB. CERRO LA PITA
CHEQUEO A PUNZONAMIENTO
α 1,00
Vcu' Kg/cm223,48
ΦVcu Kg/cm213,55
Vcu Kg/cm213,55
Vua Kg/cm2-1,66
Chequeo punzonam. Vua < FVcu O.K.
DISEÑO A FLEXION ACERO INFERIOR
L' m 1,38
Momento inferior Mi Kg-m -3608
Area de acero As' cm2-1,31
Area de acero mímima Asm cm245,99
Area de acero final As cm2mayor, As', Asm 45,99
Varilla No. 4
Area de varilla Av cm21,27
Número de varillas n As/Av 37
Separación varillas Sv cm 9
DISEÑO A FLEXION ACERO SUPERIOR
Esfuerzo últ.tracción σut Kg/m21234
Momento superior Ms Kg-m 4084
Area de acero As' cm21,67
Area de acero mímima Asm cm245,99
Area de acero final As cm2mayor, As', Asm 45,99
Varilla No. 4
Area varilla Av cm21,27
Número de varillas n As/Av 37
Separación varillas Sv cm 9
CALCULO DEL PEDESTAL A FLEXOCOMPRESION
Hipotesis crítica
Wcp Kg 4860
MTo Kg-m 38650
MLo Kg-m 36007
Mup Kg-m 52824
Pu Kg 80226
Φ 0,70
ψ 0,87
e/B 0,88
K 0,07
ρo de las tablas 0,0050
ρmin 0,01
ρot mayor (ρo, ρmin) 0,0050
As1 m² 28,13
clm/rcg 7.4 Rev.CimTC99+6m EB. LA PITA-Cap. 7
I. P. DOLMEN S.A. TORRE 99+6mEB. CERRO LA PITA
CALCULO DEL PEDESTAL A FLEXOTENSION
Hipotesis crítica
ht m 2,20
Rt Kg 6293
Ml Kg-m 38326
hl m 2,20
Rl Kg 6293,21
Mt Kg-m 35978,58
Mu Kg-m 52567
Tu Kg 68819
Ast cm² 18,21
Asm cm² 19,87
As2 cm² Ast+Asm*3 77,81
CALCULO DEL PEDESTAL
As cm² mayor (As1, As2) 77,81
Varilla No. 6
Area varilla Av cm22,85
Número de varillas n As/Av 20
# varilla A # W
2 2 0,25
3 0,71 3 0,559
4 1,27 4 0,994
5 1,98 5 1,552
6 2,85 6 2,235
7 3,87 7 3,06
8 5,07 8 3,973
clm/rcg 7.5 Rev.CimTC99+6m EB. LA PITA-Cap. 7
I. P. DOLMEN S.A. TORRE 99+6mEB. CERRO LA PITA
CALCULO DE VIGA DE AMARRE
L
A= 12,25 m2b Pter 0,92
FLEXION W= 4,59 t/mL= 4,77 m
d Mu= 1672,00 t-cmb= 50 cmd= 110 cmK= 0,00276ro= 0,00330
As= 18,15 cm²colocar 5 No 7
CORTANTE
V= 10,956 tvu= 3,187 kg/cm²
Ø vc= 6,350 kg/cm²
No requiere Refuerzo a cortantecolocar E Ø 3/8" cada 16 cm
LAS DIMENSIONES DE LA CIMENTACION CUMPLEN PARA NA NUEVA CONDICION.
clm/rcg 7.6 Rev.CimTC99+6m EB. LA PITA-Cap. 7
ESTRUCTURA: REV. TC99+6m P=12.050m-EB. CERRO LA PITA.
CARGAS ACTUANTESTension Maxima T (ton) 75,623
Comprexion Maxima C (ton) -73,422
Fuerza Longitudinal en X Hx (ton) -11,284 -11,928
Fuerza Transversal en Y Hy (ton) 12,018 11,276
PLACA BASE B C t Dp m No pernos
cm. cm. cm cm cm. Bp Cp un
50 50 2,5 5 20,0 75 75 6,0
C
P
B m
n
t
p
Dp
Area Placa Colocada Ac 2.500 cm2
Acero A-36 Fy= 2.530 Kg /cm² Concreto. f'c= 210 Kg / cm²
Distancia n 10,0 cm
Area Requerida placa base Ar 666 cm2
Apoyo contacto pedestal Fp 110,250 Kg / cm²
Presion de Apoyo pp 29,369 kg / cm²
Esfuerzo de Flexion por Compresion Fb
Esfuerzo de Flexion Fb 1.645 Kg / cm² Acero A-36
Distancia al borde m 20,0 cm
Espesor Placa Base C t 2,31 cm
Esfuerzo de Flexion por Arranque Fb¨
Distancia al perno Dp 5 cm
Fuerza en el Perno Pt 12,60 Ton
Momento de Flexion Mf 63,0 Ton - cm
Espesor de la Placa Base Arr t 2,53 cm
Espesor Minimo Placa Base t 2,53 cm
Lado de la placa Base B 500 mm
Espesor de la Placa Base t 25 mm OK CUMPLE
CALCULO DE PLACA - BASE
Dimension
pedestal (cm)
ESTRUCTURA:
Diametro de los Pernos dp 0,88 plg
dp 2,22 cm
Material de los Pernos
Cantidad de Pernos 6 un
Area Total de Pernos Atp 23,28 cm²
Factor de Rosca 0,85
Numero de Hilos por Pulgada hp 9
Area Efectiva de Pernos Ap 17,88 cm²
Cargas de Trabajo
Fuerza de Arranque T 75,62 ton
Fuerza de Cortante Vux -11,28 ton
Fuerza de Cortante Vuy 12,02 ton
Fuerza de Cortante Vu 16,49 ton
Esfuerzo de Fluencia Fy 5,20 ton/cm²
Resistencia a la Tension Ft 3,36 ton/cm²
Resistencia al Corte Fv 2,24 ton/cm²
Area Efectiva de cada Perno Ae 2,98 cm²
Area Total por Perno Ap 3,88 cm²
Area Requerida por Arranque At 10,9 cm²
Area Requerida Arranque Diseño Atm 15,3 cm²
Numero de Pernos Minimo Np 6 un
Pernos a Colocar 6 un
Diametro del Perno 22 mm
Area Neta de Pernos Anp 17,88 cm²
AREA DE PERNOS > AREA REQUERIDA OK CUMPLE
DISEÑO DE PERNOS DE ANCLAJE
REV. TC99+6m P=12.050m-EB. CERRO LA PITA.
SAE 1045 CALIBRADO
DOLMEN Integración de Proyectos
Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
Bogotá, D.C. 13 de Septiembre de 2013.
MEMORIAL DE RESPONSABILIDAD
Yo, CARLOS EDUARDO LONDOÑO MESA, Ingeniero Civil, debidamente Titulado e inscrito con
matrícula profesional No. 25202-37439 otorgada por el Consejo Profesional de Cundinamarca, he realizado LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE SECCION SECCION SECCION SECCION CUADRADACUADRADACUADRADACUADRADA VARIABLEVARIABLEVARIABLEVARIABLE, de 99 metros de altura, Localizada En la ESTACION EB.
CERRO LA PITA, entre los Municipios de Carmen de Bolívar y Ovejas, Departamento de Sucre,
para una velocidad de viento de 120 KPH, que está soportando antenas MW y RF.
La evaluación y recomendaciones han sido hechas siguiendo los parámetros establecidos en la NORMA TIA/EIANORMA TIA/EIANORMA TIA/EIANORMA TIA/EIA----222222222222----F y las NORMAS COLOMBIANAS DE DISEÑO Y F y las NORMAS COLOMBIANAS DE DISEÑO Y F y las NORMAS COLOMBIANAS DE DISEÑO Y F y las NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCIÓN SISMOCONSTRUCCIÓN SISMOCONSTRUCCIÓN SISMOCONSTRUCCIÓN SISMO----RESISTENTE, NSRRESISTENTE, NSRRESISTENTE, NSRRESISTENTE, NSR----10.10.10.10. Por lo tanto, asumo la responsabilidad por los perjuicios que puedan ocasionar los diseños
presentados y exonero al Departamento de Planeación del Municipio de Carmen de Bolívar,
de cualquier eventualidad referente a dicha torre instalada para telecomunicaciones, bajo las
condiciones anteriormente expuestas y descritas en la memoria de cálculo. ATENTAMENTE.,
ING. CARLOS EDUARDO LONDOÑO MESA.
MAT. PROF. 25202-37439 CND.
1. Que LONDOÑO MESA, CARLOS EDUARDO con Cédula de Ciudadanía N° 91228746, seencuentra inscrito (a) en el Registro Profesional Nacional que lleva ésta entidad, comoINGENIERO CIVIL, con Matrícula Profesional No. 25202-37439 CND desde el (los) veintidos(22) día(s) del mes de noviembre del año mil novecientos noventa (1990).
2. Que la Matrícula Profesional es la autorización que expide el Estado para que el titular ejerzasu profesión en todo el territorio de la República de Colombia, de conformidad con lodispuesto en la Ley 842 de 2003.
3. Que la referida Matrícula Profesional se encuentra vigente, por lo cual el profesionalcertificado actualmente NO está impedido para ejercer la profesión.
4. Que el profesional NO tiene antecedentes disciplinarios ético-profesionales.
5. Que la presente certificación tiene una validez de seis (6) meses y se expide en Bogotá, D.C., alos nueve (9) día(s) del mes de julio del año dos mil trece (2013).
El presente es un documento público expedido electrónicamente con firma mecánica (Artículo 12, Decreto 2150 de 1995) y con firmadigital que garantiza su plena validez jurídica y probatoria según lo establecido en la Ley 527 de 1999.
CERTIFICA:
CARLOS ALBERTO JARAMILLO JARAMILLO
Para verificar la integridad e inalterabilidad del presente documento consulte en el sitio web: www.copnia.gov.co, digitando el siguiente número decertificado: 17847582 y el código de verificación: RTI5F207
Firma del Titular (*)
www.copnia.gov.coCalle 78 N°9 - 57 Piso 13 - Bogotá D.C. Pbx: 3220102 - correo-e: [email protected]
EL DIRECTOR GENERAL
REPÚBLICA DE COLOMBIACONSEJO PROFESIONAL NACIONAL DE INGENIERÍA
COPNIA
(*) 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
____________________________________________
DOLMEN Integración de Proyectos
Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
INFORME FOTOGRAFICO.
EB. CERRO LA PITA.
Cliente: Nombre : EB. CERRO LA PITA. Ciudad :
Dirección : Depto :
Foto General de Torre
REGISTRO FOTOGRAFICO
Carmen de BolívarRTVC
Entre los Municipio de Carmen de Bolívar y Ovejas. SUCRE
Foto General de Torre
Panoramica de la Torre
1/9
REGISTRO FOTOGRAFICO
Photo 1 Photo 2
Panorámica 3Panorámica 2
placa base y pedestal Base tramo 1 Torre
Photo 3 Photo 4
2/9
REGISTRO FOTOGRAFICO
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
REGISTRO FOTOGRAFICO
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
REGISTRO FOTOGRAFICO
Photo 14
Detalle de antenas MW Detalle soportes y antenas
Detalle de antenas MW Excavación en Cimentación.
Photo 15 Photo 16
5/9
REGISTRO FOTOGRAFICO
Photo 17 Photo 17
Excavación en Cimentación. Sistema de vigas da amarre de la cimentación
Detalle transición parte interna
Photo 33 Photo 34
Sistema de vigas da amarre de la cimentación
6/9
REGISTRO FOTOGRAFICO
Photo 35 Photo 36
Ancho de primer montante Cierres internos torre
Photo 37 Photo 38
Parte interna torre y escaleras Detalle luces de obstrucción
7/9
REGISTRO FOTOGRAFICO
Photo 39 Photo 40
Cierres internos torre Detalle antenas MW
Photo 41 Photo 42
Detalle empalme de montantes y llegada de redundantes Vista interna de la torre parte inferior
8/9