Radio Televisión Nacional de Colombia.
MEMORIAS DE CÁLCULO ESTRUCTURAL. TORRE CUADRADA H=80.0m SECCION VARIABLE. ANCHO DE PATA = 7.50m
ESTACION BASE: CERRO NEIVA. Municipio de Neiva.
Departamento del Huila. Octubre 2013.
INFORME TECNICO. Condición Actual Se requiere refuerzo. Eficiencia General Condición Nueva + Refuerzo: Montantes 90.4%, Diagonales 79.9%, Horizontales 79.8%, Riendas 87.0% y Tornillos 97.4%.
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INDICE PAG.
1.0 Introducción
2
2.0 Cargas muertas
4
3.0 Cargas vivas
4
4.0 Cargas de viento
4
5.0 Análisis y diseño estructurales
5
6.0 Conclusiones 7.0 Recomendaciones 8.0 Chequeo de Cimentación 9.0 Inspección Técnica Anexo A (Silueta de levantamiento – condición actual) Anexo b (Silueta de cálculo) Anexo A (Silueta de condición nueva + Refuerzo) Anexo C (Graficas de Deflexiones, Cables guía de onda y Esfuerzos)
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INTRODUCCION 1.1 OBJETO El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 80.0 metros de altura. Ubicada en la estación: EB. CERRO NEIVA – Municipio de Neiva – Departamento del Huila. Que soporta antenas TV y MW. La torre es de sección cuadrada, montantes, diagonales y horizontales a base de ángulos de lados iguales, el ancho de la pata es de 7.50 m. Esta medida es variable hasta llegar a una altura de 36.0 m, donde es 1.80 m. Continuando en sección constante hasta los 56.4 m, donde es 1.80 m. Continuando en sección variable hasta los 60.0 m, donde es 1.10 m. Continuando en sección constante hasta los 80.0 m. Se tienen dos (2) juegos de riendas en los niveles 46.2 y 68.35m, con radial de 46.0m. CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 80.0 m 24 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 79.0 AL 74.0m – OCHO POR CADA CARA A, B y C. 8 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 73.0 AL 71.0m – CUATROS POR DOS CARAS A y B. 24 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 70.0 AL 75.0m – OCHO POR CADA CARA A, B y C. 8 ANTENAS GRILLA TV (0.20x0.80m) – NIVEL 64.0 AL 62.0m – CUATROS POR DOS CARAS A y B. 4 ANTENAS GRILLA TV (0.30x1.50m) – NIVEL 54.0 AL 48.0m – POR MONTANTE D. 8 ANTENAS GRILLA TV (0.25x0.90m) – NIVEL 45.0 AL 42.0m – CUATROS POR DOS CARAS A y D. 8 ANTENAS GRILLA TV (0.25x0.90m) – NIVEL 41.0 AL 39.0m – CUATROS POR DOS CARAS A y D. 2 ANTENAS MW Ø2.40m – NIVEL 16.0 m – A y B.
CONDICION FUTURA: 1 EXTENSION H=6.0m, EN LA PARTE SUPERIOR. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 86.0 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 85.0 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 84.0 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 83.0 m – C y D. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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PANORAMICA TC80m – ESTADO ACTUAL.
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SILUETA DE CALCULO CONDICION ACTUAL.
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SILUETA DE CALCULO CONDICION NUEVA.
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1.2 CODIGOS Y NORMAS NSR-10 AISC TIA/EIA 222-F ASCE, Report 52 ANSI/ASCE 10-90 ANDREWS, Bulletin 1015F ASTM (normas aplicables) ACI 318 última edición AWS 1.3 MATERIALES ESTRUCTURALES Perfiles estructurales de montantes: ASTM A-572 Gr. 50. Perfiles estructurales de diagonales, horizontales redundantes y laminas: ASTM A –36. Tornillos: ASTM A-394 T0. Tornillos de reemplazo en todas las uniones en el refuerzo ASTM A325 T1. Riendas: CABLES SUPER GX. Pernos de anclaje: SAE 1045. Soldadura: AWS. 1.4 DOCUMENTOS DE REFERENCIA Esquemas de diseño del levantamiento de la estructura de la torre. 1.5 CARGAS Las siguientes cargas serán consideradas en el análisis estructural. -Cargas muertas, CM, correspondientes a los pesos propios de la estructura, plataformas de operación, revestimientos y accesorios. -Cargas vivas, 4 personas de 80 Kg. Cada una por mantenimiento, CV. -Cargas de viento, CW.
Las combinaciones de estas cargas para incluirlas en los análisis y diseños Estructurales estarán de acuerdo con la Norma TIA/EIA-222-F. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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1.6 SISTEMAS DE MEDIDA Longitud Coordenadas Áreas Fuerza Presión Esfuerzo Momentos Modulo Propiedades Deflexiones
m, mm m m2, cm2 Kg. kgm kPa Kg-m kPa mm mm
En caso contrario se indicara el tipo de unidad utilizado. De todas maneras las unidades empleadas para un evento determinado serán compatibles entre sí. 1.0 CARGAS MUERTAS, CM Las cargas muertas corresponderán a los pesos propios de los elementos estructurales, revestimiento, escaleras de acceso y guía de ondas, soportes de antenas y demás accesorios. El cálculo de los pesos de los elementos estructurales los realiza internamente el programa, incluyendo un factor de 1.50, de sobre peso por elementos redundantes, platinas, tornillos y galvanizado, y lo distribuye sobre los nudos correspondientes. 2.0 CARGAS VIVAS La carga viva considerada consistirá en 4 personas de 80 Kg. Cada una por mantenimiento. 3.0 CARGAS DE VIENTO Las cargas de viento se calcularan de acuerdo a la norma TIA/EIA 222 F-1996. Velocidad básica de viento, Deflexiones se calculan con Velocidad de viento, Factor de seguridad para Riendas = 1.6
V = 120 KPH (Zona 4) V = 60 KPH.
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5.0 ANALISIS Y DISEÑOS ESTRUCTURALES 5.1 ANALISIS ESTRUTURAL En la Fig. 1 del Anexo se presenta la silueta del análisis y diseño estructural de la torre cuadrada de 80.0 m. De altura, objeto de este documento. Se consideran siete hipótesis de carga: 1- Carga Muerta 2- Viento (120 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º. 3- Viento (120 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º. 4- Viento (120 KPH) Caga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º. 5- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º, con cargas de operación. 6- Viento (60 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º, con cargas de operación. 7- Viento (60 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º, con cargas de operación. Igualmente el ANEXO A se presentan los datos de entrada y los resultados del análisis estructural para los diferentes elementos que conforman la torre cuadrada, realizado por el programa para diseño de torres RISATower, Versión 5.4.1.8 – 8 de Abril de 2010, de RISA TECHNOLOGIES. También se incluye un control de deflexiones en la parte superior de la torre (Nivel 80.0 m) de tal manera que cumpla con el requisito de que, la deflexión en este punto, a 60 KPH, sea menor o igual a h/200.
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5.2 DISEÑOS ESTRUCTURALES Con base en el dimensionamiento y en los resultados de modelo, se evalúan las cargas máximas actuantes y admisibles en cada tramo, considerando los efectos simultáneos de Axial y de Flexión. Para una mayor precisión, se consideran también los efectos de segundo orden (P-Delta) En la fase, para el caso de cargas de diseño, se verifica que en los elementos estructurales no se sobrepasen sus capacidades admisibles de compresión y tracción establecidas por la norma. También se verifica que en las conexiones propuestas tampoco se sobrepasen sus capacidades admisibles de corte y aplastamiento establecidas por la norma. Anexos: Silueta del levantamiento. Ver salida 1 – Condición Actual. Ver salida 2 – Condición Nueva Ver salida 3 – Condición Nueva + Refuerzo, datos de entrada y salida de los resultados del análisis y los diseños.
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6.0 CONCLUSIONES: En la CONDICION ACTUAL, con las antenas relacionadas y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 80.0m, de la estación: EB. CERRO NEIVA – Municipio de Neiva, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T10 y T9, Diagonal T22. Porcentaje máximo de utilización Diagonal (T22) 189.1% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.
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Ver Salida 1 – Condición Actual. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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En la CONDICION NUEVA, con las antenas relacionadas (Existentes) más una (1) Extensión de 6.0m en la parte superior, ocho (8) antenas RF AT15-250 (0.483x0.983m, en los niveles 83.0 al 86.0m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 80+6m, de la estación: EB. CERRO NEIVA – Municipio de Neiva, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T24, T14, T13, T12, T11, T10, T9, T8, T7 y T6, Diagonales T22. Porcentaje máximo de utilización Montante (T12) 213.7% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.
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Ver Salida 2 – Condición Nueva. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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En la CONDICION NUEVA + REFUERZO, con las antenas relacionadas (Existentes) más una (1) Extensión de 6.0m en la parte superior, ocho (8) antenas RF AT15-250 (0.483x0.983m, en los niveles 83.0 al 86.0m. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 80+6m, de la estación: EB. CERRO NEIVA – Municipio de Neiva tenemos: LA TORRE CUMPLE. Porcentaje máximo de utilización Montante (T24) 97.4% < 100%. Ok. SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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Ver Salida 3 – Condición Nueva + Refuerzo. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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7.0 RECOMENDACIONES: -La torre debe ser reforzada para la Condición actual y Nueva. MATERIALES DE EXTENSION FUTURA: Montantes: L 64x64x6.4H, Diagonales y Horizontales en L51x51x4.8H (Ver plano 2/2 silueta de refuerzo) REFUERZO MONTANTES: -Desde el nivel 34.0m al nivel 80.0m (T16, T15, T14, T13, T12, T11, T10, T9, T8, T7, T6, T5, T4 y T3), con un (1) ángulo de L51x51x4.8H A-572 Grado 50, horizontal. Desde la intersección de las diagonales, al centro del montante contando la longitud a L/2. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 0.0m al nivel 8.0m (T24), con un (1) ángulo de L76x76x6.4H A-572 Grado 50, horizontal. Desde la intersección de la diagonal, al centro del montante contando la longitud a L/2 y un (1) ángulo horizontal y diagonal cortando la luz libre del móntate a L/2. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los montantes y diagonales. Una vez realizado el refuerzo se puede proceder a la instalación de una (1) Extensión de 6.0m en la parte superior y ocho (8) antenas RF AT15-250 (0.483x0.983m, en los niveles 83.0 al 86m.
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MATERIAL APROXIMADO DE EXTENSION H=6.0m: Montantes (T1 y T2) en L64x6.4H
195 Kg
Diagonales (T1 y T2) en L51x4.8H
250 Kg
Lámina de uniones (T1 y T2) en Lámina de 7.9mm
130 Kg
Tornillos en Uniones (T1 y T2)
15 Kg
Pernos de escalera Ø5/8 x 8” = 20 Unidades
10 Kg
Peso aproximado de la extensión
600 Kg
MATERIAL APROXIMADO DE REFUERZO EN TORRE: Refuerzo Montantes (T16 al T3) en L51x4.8H
650 Kg
Refuerzo Diagonal (T24) en L76x6.4H
220 Kg
Refuerzo Diagonal y Montante (T24) en L51x4.8H
280 Kg
Tornillos en refuerzo de montantes y diagonales
90 Kg
Peso aproximado del Refuerzo
1240 Kg
RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE ELEMENTO:
C. ACTUAL
C. NUEVA
C. NUEVA+REF
MONTANTE
(T10) 135.2%
(T12) 213.7%
(T14) 90.4%
DIAGONAL
(T22) 189.1%
(T24) 178.4%
(T14) 79.9%
HORIZONTAL
(T12) 31.8%
(T6) 79.0%
(T6) 79.8%
RIENDA
(T5) 62.6%
(T6) 85.3%
(T6) 87.0%
84.5%
95.8%
97.4%
TORNILLOS
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8.0 CIMENTACION: Tipo placa – pedestales y viga de amarre. -Con las reacciones en la condición nueva + refuerzo y con un suelo de 1.5 Kg/Cm2. La Cimentación cumple para el chequeo de arrancamiento, capacidad y Volcamiento. Anexo memoria de la verificación de la cimentación. Placa base y pernos de anclaje: Ok. Cumple. Anexo memoria de la verificación placa-pernos.
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9.0 INSPECCION TECNICA. PINTURA: Se encuentra en un 90%, en buen estado, se registra pintura reciente. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre. ESCALERA DE CABLES: Uno (1) Por el centro de la torre en un 30% de uso. LUCES DE OBSTRUCCION: En buen estado y funcionando. SISTEMA DE TIERRAS: En buen estado. Se deben reemplazar las platinas de cobre y las terminales. TORNILLOS: En un 85% en buen esrado.A-394 T0, se recomienda el torque general de la tornillería.
Anexos: Registro Fotográfico.
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CONDICION ACTUAL. EB. CERRO NEIVA.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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R=46.0000 m
78.4 m
513.5
168.3
1.1
A
N.A.
T1
L64x64x6
T2
R=46.0000 m
80.0 m
68.3 m 551.5
11 @ 1.67
L51x51x5
T4
70.0 m
13
L76x76x6
T3
367.7
73.4 m
S EH =8 LC
65.0 m
T5
m
770.7
9 55 1.9
R=46.0000 m
I T= % 10
279.0 296.1
2 @ 1.8
N.A.
1.8 1.45
L51x51x5
58.2 m CxMANTENIMIENTO 2 8 ANT FT DISH TV 0.25x0.90m 0.20x0.80m 0.30x1.50m (1 ANT MW(E) Ø2.40m E)
80 79 77 75.5 74 73 71 70 68 66.5 65 64 62 54 48 45 42 41 39 16 DESIGNED APPURTENANCE LOADING
56.4 m
TYPE 671.6
T8
2L76x76x6
T7
L51x51x5
T6
60.0 m
T9
671.6
52.3 m
671.6
44.2 m
S EH
L51x51x5
T10
46.2 m 13
10 @ 2.04
48.2 m
669.2
m 10
A36
= IT
A572-50
%
669.2
T11
37
T12
30 4.
L102x102x10
=6 LC
40.1 m
445.0
3.7
2 ANT TV 0.20x0.80m (E)
79
2 ANT TV 0.20x0.80m (E)
66.5
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
79 79
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
66.5 65
2 ANT TV 0.20x0.80m (E)
77
2 ANT TV 0.20x0.80m (E)
65
2 ANT TV 0.20x0.80m (E)
77
2 ANT TV 0.20x0.80m (E)
65
2 ANT TV 0.20x0.80m (E)
77
2 ANT TV 0.20x0.80m (E)
64
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.20x0.80m (E)
64
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.20x0.80m (E)
62
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.20x0.80m (E)
62
2 ANT TV 0.20x0.80m (E)
74
2 ANT TV 0.30x1.50m (E)
54
2 ANT TV 0.20x0.80m (E)
74
2 ANT TV 0.30x1.50m (E)
48
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
74 73
2 ANT TV 0.25x0.90m (E) 2 ANT TV 0.25x0.90m (E)
45 45
2 ANT TV 0.20x0.80m (E)
73
2 ANT TV 0.25x0.90m (E)
42
2 ANT TV 0.20x0.80m (E)
71
2 ANT TV 0.25x0.90m (E)
42
2 ANT TV 0.20x0.80m (E)
71
2 ANT TV 0.25x0.90m (E)
41
2 ANT TV 0.20x0.80m (E)
70
2 ANT TV 0.25x0.90m (E)
41
2 ANT TV 0.20x0.80m (E)
70
2 ANT TV 0.25x0.90m (E)
39
2 ANT TV 0.20x0.80m (E)
70
2 ANT TV 0.25x0.90m (E)
39
2 ANT TV 0.20x0.80m (E)
68
8 FT DISH (1 ANT MW Ø2.40m E)
16
2 ANT TV 0.20x0.80m (E)
68
8 FT DISH (1 ANT MW Ø2.40m E)
16
2 ANT TV 0.20x0.80m (E)
68
SYMBOL LIST MARK
28.0 m
A
SIZE
SIZE
GRADE A572-50
Fy 344738 kPa
Fu 448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
TOWER DESIGN NOTES
967.7
5@4
4.333
1060.2
4.967
MARK
1 @ 1.63
MATERIAL STRENGTH
16.0 m
12.0 m 1120.9
5.6
L89x89x6
1. 2. 3. 4.
Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 189.1% MAX. CORNER REACTIONS AT BASE: DOWN: 36518 kg UPLIFT: -24056 kg SHEAR: 5923 kg
8.0 m
6.233
2262.6
AXIAL 29170 kg 1@8
L76x76x8
L64x64x6
66.5
30.0 m
20.0 m
T20
ELEVATION
2 ANT TV 0.20x0.80m (E)
SHEAR 12631 kg
MOMENT 321242 kg-m
Weight (kg) 15304.7
# Panels @ (m)
Face Width (m)
Mid Girts
Top Girts
Diagonal Grade
Diagonals
0.0 m
5140 kg R=46.0000 m
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
kg
Leg Grade
7.5
6373 kg
TORQUE 749 kg-m REACTIONS - 120 kph WIND
87 81
Legs
TYPE
80
914.5
L76x76x6 N.A.
L64x64x5
32.0 m
24.0 m
T21
L127x127x13
T22
34.0 m
ELEVATION
CxMANTENIMIENTO
863.3
T17 T18
L127x127x10
T19
467.1 489.8
4@2
3.067
T16
T15
L64x64x5
T14
2.75 2.433 2.117
T13
413.5
36.0 m
Section
R=46.0000 m
PLAN
SILUETA DE CALCULO-TC80m PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. ACTUAL EB. C. NEIVA\TC80m C. ACTUAL EB. C. NEIVA.eri
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
SALIDA 1 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x guyed tower with an overall height of 80.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.1000 m at the top and 7.5000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. Pressures are calculated at each section. Safety factor used in guy design is 1.6. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
uy G A
G uy
B
Ing. C. Londoño M.
X Z
uy G C
Face D
W in d
45
G uy
D
Wind 90
Face C
Face A
Face B
Wind 0
Square Corner M ounted Guyed To wer
Tower Section Geometry Tower Section
Tower Elevation
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22
m 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
Assembly Database
Description
Section Width m 1.1000 1.1000 1.1000 1.1000 1.1000 1.1000 1.4500 1.8000 1.8000 1.8000 1.8000 1.8000 1.8000 2.1170 2.4330 2.7500 3.0670 3.7000 4.3330 4.9670 5.6000 6.2330
Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 1.6300 5.0100 3.3400 5.0100 5.0100 1.8000 1.8000 4.0800 4.0800 4.0800 4.0800 4.0800 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000
RISATower I. P. DOLMEN S.A.
3 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22
m 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
m 1.6300 1.6700 1.6700 1.6700 1.6700 1.8000 1.8000 2.0400 2.0400 2.0400 2.0400 2.0400 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000
X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace
Has K Brace End Panels No No No No No No No No No No No No No No No No No No No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No No No No No No No No No No No No No No No No No No No
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 80.0000-78.3700 T2 78.3700-73.3600 T3 73.3600-70.0200 T4 70.0200-65.0100 T5 65.0100-60.0000 T6 60.0000-58.2000 T7 58.2000-56.4000 T8 56.4000-52.3200 T9 52.3200-48.2400 T10 48.2400-44.1600 T11 44.1600-40.0800 T12 40.0800-36.0000
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L76x76x6
Equal Angle
L51x51x5
Equal Angle
L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T13 36.0000-34.0000 T14 34.0000-32.0000 T15 32.0000-30.0000 T16 30.0000-28.0000 T17 28.0000-24.0000 T18 24.0000-20.0000 T19 20.0000-16.0000 T20 16.0000-12.0000 T21 12.0000-8.0000 T22 8.0000-0.0000
Page
Job
4 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x13
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L64x64x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T1 80.0000-78.3700 T2 78.3700-73.3600 T3 73.3600-70.0200 T4 70.0200-65.0100 T5 65.0100-60.0000 T6 60.0000-58.2000 T7 58.2000-56.4000 T8 56.4000-52.3200 T9 52.3200-48.2400 T10 48.2400-44.1600 T11 44.1600-40.0800 T12 40.0800-36.0000 T13 36.0000-34.0000 T14 34.0000-32.0000 T15 32.0000-30.0000
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L51x51x5
Equal Angle
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Bottom Girt Size
Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
5 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T16 30.0000-28.0000 T17 28.0000-24.0000 T18 24.0000-20.0000 T19 20.0000-16.0000 T20 16.0000-12.0000 T21 12.0000-8.0000 T22 8.0000-0.0000
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L64x64x5
Single Angle
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L89x89x6
Equal Angle
L89x89x6
Equal Angle
L76x76x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Bottom Girt Size
Ing. C. Londoño M.
Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Tower Section Geometry (cont’d) Tower Elevation m T2 78.3700-73.3600 T3 73.3600-70.0200 T4 70.0200-65.0100 T5 65.0100-60.0000 T8 56.4000-52.3200 T9 52.3200-48.2400 T10 48.2400-44.1600 T11 44.1600-40.0800 T12 40.0800-36.0000
No. of Mid Girts 2
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Equal Angle
L51x51x5
Equal Angle
1
Equal Angle
L51x51x5
2
Equal Angle
L51x51x5
2
Equal Angle
L51x51x5
1
Equal Angle
L51x51x5
1
Equal Angle
L51x51x5
1
Equal Angle
L51x51x5
1
Equal Angle
L51x51x5
1
Equal Angle
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Horizontal Size
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Equal Angle Solid Round Solid Round Solid Round Equal Angle Equal Angle
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 80.0000-78.37 00 T2
m2 0.0000
mm 0
0.0000
0
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
A36 (248211 kPa)
1
1
A36
1
1
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0 1.5
0
0
Page
Job
RISATower
6 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
m 78.3700-73.36 00 T3 73.3600-70.02 00 T4 70.0200-65.01 00 T5 65.0100-60.00 00 T6 60.0000-58.20 00 T7 58.2000-56.40 00 T8 56.4000-52.32 00 T9 52.3200-48.24 00 T10 48.2400-44.16 00 T11 44.1600-40.08 00 T12 40.0800-36.00 00 T13 36.0000-34.00 00 T14 34.0000-32.00 00 T15 32.0000-30.00 00 T16 30.0000-28.00 00 T17 28.0000-24.00 00 T18 24.0000-20.00 00 T19 20.0000-16.00 00 T20 16.0000-12.00 00 T21 12.0000-8.000 0
m2
mm
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm
(248211 kPa) 0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
Page
Job
RISATower
7 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T22 8.0000-0.0000
m2 0.0000
mm 0
09:32:28 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gusset Grade Adjust. Factor Af
A36 (248211 kPa)
1.4
Adjust. Factor Ar 1
Designed by
Ing. C. Londoño M.
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
Tower Section Geometry (cont’d) Tower Elevation
m T1 80.0000-78.37 00 T2 78.3700-73.36 00 T3 73.3600-70.02 00 T4 70.0200-65.01 00 T5 65.0100-60.00 00 T6 60.0000-58.20 00 T7 58.2000-56.40 00 T8 56.4000-52.32 00 T9 52.3200-48.24 00 T10 48.2400-44.16 00 T11 44.1600-40.08 00 T12 40.0800-36.00 00 T13 36.0000-34.00 00 T14 34.0000-32.00 00 T15 32.0000-30.00
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
1
No
No
1
1 1
No
No
1
No
No
No
K Factors1 Girts Single Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 1
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Tower Elevation
8 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds
Legs
X Brace Diags X Y
K Brace Diags X Y
K Factors1 Single Girts Diags
Horiz.
Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y 00 T16 No No 1 1 1 1 1 1 1 1 30.0000-28.00 1 1 1 1 1 1 1 00 T17 No No 0.5 1 1 1 1 1 1 1 28.0000-24.00 0.5 1 1 1 1 1 1 00 T18 No No 0.5 1 1 1 1 1 1 1 24.0000-20.00 0.5 1 1 1 1 1 1 00 T19 No No 0.5 1 1 1 1 1 1 1 20.0000-16.00 0.5 1 1 0.5 1 1 1 00 T20 No No 0.5 1 1 1 1 1 1 1 16.0000-12.00 0.5 1 1 0.5 1 1 1 00 T21 No No 0.5 1 1 1 1 1 1 1 12.0000-8.000 0.5 1 1 0.5 1 1 1 0 No No 0.33 1 1 1 1 1 1 1 T22 0.33 1 1 0.5 1 1 1 8.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d) Tower Elevation m
T1 80.0000-78.37 00 T2 78.3700-73.36 00 T3 73.3600-70.02 00 T4 70.0200-65.01 00 T5 65.0100-60.00 00 T6 60.0000-58.20 00 T7 58.2000-56.40 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
U
1
Net Width Deduct mm 0
0
1
1
0
0
1
1
0
0
1
0
1
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T8 56.4000-52.32 00 T9 52.3200-48.24 00 T10 48.2400-44.16 00 T11 44.1600-40.08 00 T12 40.0800-36.00 00 T13 36.0000-34.00 00 T14 34.0000-32.00 00 T15 32.0000-30.00 00 T16 30.0000-28.00 00 T17 28.0000-24.00 00 T18 24.0000-20.00 00 T19 20.0000-16.00 00 T20 16.0000-12.00 00 T21 12.0000-8.000 0 T22 8.0000-0.0000
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Leg
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Tower Elevation m
9 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Designed by
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
10 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 80.0000-78.37 00 T2 78.3700-73.36 00 T3 73.3600-70.02 00 T4 70.0200-65.01 00 T5 65.0100-60.00 00 T6 60.0000-58.20 00 T7 58.2000-56.40 00 T8 56.4000-52.32 00 T9 52.3200-48.24 00 T10 48.2400-44.16 00 T11 44.1600-40.08 00 T12 40.0800-36.00 00 T13 36.0000-34.00 00 T14 34.0000-32.00 00 T15 32.0000-30.00 00 T16 30.0000-28.00 00 T17 28.0000-24.00 00 T18 24.0000-20.00 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
16 A394T0
6
Sleeve SS
16 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
1
16 A394T0
1
16 A394T0
16 A394T0
1
16 A394T0
1
6
16 A394T0
1
16 A394T0
16 A394T0
8
16 A394T0
1
Sleeve SS
16 A394T0
8
16 A394T0
Sleeve SS
16 A394T0
8
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
1
16 A394T0
2
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
2
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
6
16 A394T0
2
16 A394T0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
19 A394T0
6
16 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
6
16 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
6
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
6
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
6
1
1
0
1
0
0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T19 20.0000-16.00 00 T20 16.0000-12.00 00 T21 12.0000-8.000 0 T22 8.0000-0.0000
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
Sleeve SS
19 A394T0
Sleeve SS Sleeve SS
Sleeve SS
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Leg Connection Type
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Tower Elevation m
11 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Top Girt
Bolt Size mm 19 A394T0
No.
6
19 A394T0
19 A394T0
6
19 A394T0
6
6
Bottom Girt
Bolt Size mm 16 A394T0
No.
1
16 A394T0
19 A394T0
1
19 A394T0
1
1
Bolt Size mm 16 A394T0
No.
1
16 A394T0
16 A394T0
1
16 A394T0
1
1
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
16 A394T0
0
0
Ing. C. Londoño M.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A325X
0
16 A394T0
0
0
Bolt Size mm 16 A394T0
No.
3
16 A394T0
0
16 A394T0
3
16 A394T0
0
16 A394T0
3
16 A394T0
0
3
0
Guy Data Guy Elevation
Guy Grade
m 46.2
EHS
68.35
EHS
Guy Size
Initial Tension
A B C D
13 13 13 13
kg 1220.16 1220.16 1220.16 1220.16
A B C D
13 13 13 13
1220.16 1220.16 1220.16 1220.16
%
Guy Modulus
kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7
Guy Weight
Lu
Anchor Radius
Anchor Elevation
m 46.0000 46.0000 46.0000 46.0000
Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000
m 0.0000 0.0000 0.0000 0.0000
End Fitting Efficiency % 100% 100% 100% 100%
kglm 0.77 0.77 0.77 0.77
m 64.2500 64.2500 64.2500 64.2500
0.77 0.77 0.77 0.77
81.8870 81.8870 81.8870 81.8870
46.0000 46.0000 46.0000 46.0000
0.0000 0.0000 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000
100% 100% 100% 100%
Guy Data(cont’d) Guy Elevation m
Mount Type
46.2 68.35
Corner Corner
Torque-Arm Spread
Torque-Arm Leg Angle
m
°
Torque-Arm Style
Torque-Arm Grade
Torque-Arm Type
Torque-Arm Size
Page
Job
RISATower
12 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Guy Data (cont’d) Guy Elevation m 46.2000 68.3500
Diagonal Grade
Diagonal Type
Upper Diagonal Size
A572-50 (344738 kPa) A572-50 (344738 kPa)
Solid Round
Lower Diagonal Size
Is Strap.
Solid Round
Pull-Off Grade
Pull-Off Type
A572-50 (344738 kPa) A572-50 (344738 kPa)
Solid Round
Pull-Off Size
Solid Round
Guy Data (cont’d)
m 46.2
Cable Weight A kg 49.43
Cable Weight B kg 49.43
Cable Weight C kg 49.43
Cable Weight D kg 49.43
68.35
63.00
63.00
63.00
63.00
Guy Elevation
Tower Intercept A m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Tower Intercept B m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Tower Intercept C m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Tower Intercept D m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Guy Data (cont’d) Guy Elevation m 46.2 68.35
Calc K Single Angles No No
Torque Arm Kx Ky
Calc K Solid Rounds No No
Kx
Pull Off Ky
Diagonal Kx Ky
1 1
1 1
1 1
1 1
Guy Data (cont’d) Guy Elevation m 46.2 68.35
Bolt Size mm 16 A394T0 16 A394T0
Torque-Arm Number Net Width Deduct mm 0 0 0
0
U
Bolt Size mm
0.75
16 A394T0 16 A394T0
0.75
Pull Off Number Net Width Deduct mm 0 0 0
0
U
Bolt Size mm
0.75
16 A394T0 16 A394T0
0.75
Diagonal Number Net Width Deduct mm 0 0 0
0
U
0.75 0.75
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
13 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Guy Pressures Guy Elevation m 46.2
Guy Location A B C D A B C D
68.35
z
qz
m 23.1000 23.1000 23.1000 23.1000 34.1750 34.1750 34.1750 34.1750
kPa 0.86 0.86 0.86 0.86 0.97 0.97 0.97 0.97
qz Ice kPa
Ice Thickness mm
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 7/8 (2 ANT MW E)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 79.0000 - 0.0000
2
2
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
77.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
75.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
74.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
73.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
71.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
70.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
66.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
65.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
64.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
62.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
48.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
45.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
42.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
41.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
39.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
16.0000 - 0.0000
1
1
28
28
0.80
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Feed Line/Linear Appurtenances Section Areas Tower Section T1
Tower Elevation m 80.0000-78.3700
T2
78.3700-73.3600
T3
73.3600-70.0200
T4
70.0200-65.0100
T5
65.0100-60.0000
T6
60.0000-58.2000
T7
58.2000-56.4000
T8
56.4000-52.3200
T9
52.3200-48.2400
T10
48.2400-44.1600
T11
44.1600-40.0800
T12
40.0800-36.0000
T13
36.0000-34.0000
T14
34.0000-32.0000
T15
32.0000-30.0000
14 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
m2 0.000 0.000 0.000 0.019 0.000 0.000 0.000 0.337 0.000 0.000 0.000 0.510 0.000 0.000 0.000 1.025 0.000 0.000 0.000 1.269 0.000 0.000 0.000 0.477 0.000 0.000 0.000 0.477 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.151 0.000 0.000 0.000 1.244 0.000 0.000 0.000 1.367 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 0.47 0.00 0.00 0.00 8.50 0.00 0.00 0.00 12.89 0.00 0.00 0.00 25.89 0.00 0.00 0.00 32.05 0.00 0.00 0.00 12.05 0.00 0.00 0.00 12.05 0.00 0.00 0.00 27.32 0.00 0.00 0.00 27.32 0.00 0.00 0.00 29.06 0.00 0.00 0.00 31.42 0.00 0.00 0.00 34.51 0.00 0.00 0.00 17.11 0.00 0.00 0.00 17.11 0.00 0.00
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Tower Section
Tower Elevation m
T16
30.0000-28.0000
T17
28.0000-24.0000
T18
24.0000-20.0000
T19
20.0000-16.0000
T20
16.0000-12.0000
T21
12.0000-8.0000
T22
8.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
15 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.468 0.000 0.000 0.000 1.468 0.000 0.000 0.000 2.936
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 17.11 0.00 0.00 0.00 17.11 0.00 0.00 0.00 34.23 0.00 0.00 0.00 34.23 0.00 0.00 0.00 34.23 0.00 0.00 0.00 37.44 0.00 0.00 0.00 37.44 0.00 0.00 0.00 74.88
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22
m 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 6 32 63 82 170 201 230 252 252 263 154 166 152 166 181 194 221 250 276 314 336 415
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CPZ Ice mm 6 32 63 82 170 201 230 252 252 263 154 166 152 166 181 194 221 250 276 314 336 415
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
16 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
09:32:28 10/10/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 80.0000
Offset From Centroid m 0.0000
Azimuth Angle
Weight
° 0.0000 No Ice Service
kg 320.00 320.00
Fx
Fz
kg
Wind Force
kg 0.00 0.00
CAAC m2 0.0000 0.0000
kg 0.00 0.00
0.00 0.00
Discrete Tower Loads Description
Face or Leg
Offset Type
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Description
Face or Leg
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
17 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
73.0000
No Ice
0.2000
0.0500
16.00
0.0000
73.0000
No Ice
0.2000
0.0500
16.00
0.0000
71.0000
No Ice
0.2000
0.0500
16.00
0.0000
71.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
64.0000
No Ice
0.2000
0.0500
16.00
0.0000
64.0000
No Ice
0.2000
0.0500
16.00
0.0000
62.0000
No Ice
0.2000
0.0500
16.00
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face or Leg
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Description
18 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.30x1.50m (E)
D
From Leg
2 ANT TV 0.30x1.50m (E)
D
From Leg
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
62.0000
No Ice
0.2000
0.0500
16.00
0.0000
48.0000
No Ice
0.3000
0.1000
30.00
0.0000
54.0000
No Ice
0.3000
0.1000
30.00
0.0000
45.0000
No Ice
0.2400
0.0600
20.00
0.0000
45.0000
No Ice
0.2400
0.0600
20.00
0.0000
42.0000
No Ice
0.2400
0.0600
20.00
0.0000
42.0000
No Ice
0.2400
0.0600
20.00
0.0000
41.0000
No Ice
0.2400
0.0600
20.00
0.0000
41.0000
No Ice
0.2400
0.0600
20.00
0.0000
39.0000
No Ice
0.2400
0.0600
20.00
0.0000
39.0000
No Ice
0.2400
0.0600
20.00
Dishes Description
Face or Leg
Dish Type
Offset Type
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)
A
Paraboloid w/o Radome
From Leg
B
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
° Worst
°
m 16.0000
m 2.4384
16.0000
2.4384
Worst
Aperture Area
Weight
No Ice
m2 4.6730
kg 113.85
No Ice
4.6730
113.85
Page
Job
RISATower
19 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Tower Pressures - No Ice GH = 1.096 Section Elevation
z
KZ
qz
AG
m 79.1850
1.803
kPa 1.23
m2 1.852
T2 78.3700-73.36 00
75.8650
1.781
1.21
5.693
T3 73.3600-70.02 00
71.6900
1.753
1.19
3.818
T4 70.0200-65.01 00
67.5150
1.723
1.17
5.728
T5 65.0100-60.00 00
62.5050
1.685
1.15
5.893
T6 60.0000-58.20 00
59.1000
1.659
1.13
2.433
T7 58.2000-56.40 00
57.3000
1.644
1.12
3.063
T8 56.4000-52.32 00
54.3600
1.619
1.10
7.655
T9 52.3200-48.24 00
50.2800
1.584
1.08
7.655
T10 48.2400-44.16 00
46.2000
1.546
1.05
7.655
T11 44.1600-40.08 00
42.1200
1.506
1.03
7.579
T12 40.0800-36.00 00
38.0400
1.462
1.00
7.579
T13 36.0000-34.00 00
35.0000
1.428
0.97
4.059
T14 34.0000-32.00
33.0000
1.404
0.96
4.692
m T1 80.0000-78.37 00
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
AF
AR
Aleg
m2 0.448 0.448 0.448 0.448 1.369 1.369 1.369 1.369 0.993 0.993 0.993 0.993 1.487 1.487 1.487 1.487 0.723 0.723 0.723 0.723 0.264 0.264 0.264 0.264 0.305 0.305 0.305 0.305 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 1.526 1.526 1.526 1.526 1.523 1.523 1.523 1.523 0.933 0.933 0.933 0.933 1.001 1.001
m2 0.000 0.000 0.000 0.019 0.000 0.000 0.000 0.337 0.000 0.000 0.000 0.510 0.000 0.000 0.000 1.025 0.000 0.000 0.000 1.269 0.000 0.000 0.000 0.477 0.000 0.000 0.000 0.477 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.151 0.000 0.000 0.000 1.244 0.000 0.000 0.000 1.367 0.000 0.000 0.000 0.678 0.000 0.000
m2 0.207
0.636
0.509
0.764
0.000
0.000
0.000
0.000
0.000
0.000
0.829
0.829
0.511
0.511
Leg %
46.22 46.22 46.22 44.38 46.49 46.49 46.49 37.31 51.26 51.26 51.26 33.86 51.35 51.35 51.35 30.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.31 54.31 54.31 29.93 54.43 54.43 54.43 28.69 54.80 54.80 54.80 31.74 51.05 51.05
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
z
20 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
KZ
m
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
00 T15 32.0000-30.00 00
31.0000
1.379
0.94
5.325
T16 30.0000-28.00 00
29.0000
1.353
0.92
5.959
T17 28.0000-24.00 00
26.0000
1.312
0.89
13.817
T18 24.0000-20.00 00
22.0000
1.251
0.85
16.349
T19 20.0000-16.00 00
18.0000
1.181
0.80
18.883
T20 16.0000-12.00 00
14.0000
1.099
0.75
21.417
T21 12.0000-8.000 0
10.0000
1
0.68
23.949
T22 8.0000-0.0000
4.0000
1
0.68
55.513
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 1.001 1.001 1.053 1.053 1.053 1.053 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357
m2 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.468 0.000 0.000 0.000 1.468 0.000 0.000 0.000 2.936
m2
Leg %
51.05 30.44 48.52 48.52 48.52 29.53 46.18 46.18 46.18 28.64 45.12 45.12 45.12 28.23 42.75 42.75 42.75 27.29 40.54 40.54 40.54 26.37 37.45 37.45 37.45 24.35 35.54 35.54 35.54 23.53 38.17 38.17 38.17 24.65
0.511
0.511
1.022
1.022
1.022
1.022
1.022
2.045
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Pressure - Service GH = 1.096 Section Elevation
z
KZ
qz
AG
m 79.1850
1.803
kPa 0.31
m2 1.852
T2 78.3700-73.36 00
75.8650
1.781
0.30
5.693
T3 73.3600-70.02 00
71.6900
1.753
0.30
3.818
T4
67.5150
1.723
0.29
5.728
m T1 80.0000-78.37 00
F a c e A B C D A B C D A B C D A
AF
AR
Aleg
m2 0.448 0.448 0.448 0.448 1.369 1.369 1.369 1.369 0.993 0.993 0.993 0.993 1.487
m2 0.000 0.000 0.000 0.019 0.000 0.000 0.000 0.337 0.000 0.000 0.000 0.510 0.000
m2 0.207
0.636
0.509
0.764
Leg %
46.22 46.22 46.22 44.38 46.49 46.49 46.49 37.31 51.26 51.26 51.26 33.86 51.35
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 70.0200-65.01 00
m
KZ
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
z
21 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T5 65.0100-60.00 00
62.5050
1.685
0.29
5.893
T6 60.0000-58.20 00
59.1000
1.659
0.28
2.433
T7 58.2000-56.40 00
57.3000
1.644
0.28
3.063
T8 56.4000-52.32 00
54.3600
1.619
0.28
7.655
T9 52.3200-48.24 00
50.2800
1.584
0.27
7.655
T10 48.2400-44.16 00
46.2000
1.546
0.26
7.655
T11 44.1600-40.08 00
42.1200
1.506
0.26
7.579
T12 40.0800-36.00 00
38.0400
1.462
0.25
7.579
T13 36.0000-34.00 00
35.0000
1.428
0.24
4.059
T14 34.0000-32.00 00
33.0000
1.404
0.24
4.692
T15 32.0000-30.00 00
31.0000
1.379
0.23
5.325
T16 30.0000-28.00 00
29.0000
1.353
0.23
5.959
T17 28.0000-24.00 00
26.0000
1.312
0.22
13.817
T18 24.0000-20.00 00
22.0000
1.251
0.21
16.349
T19
18.0000
1.181
0.20
18.883
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
AF
AR
Aleg
m2 1.487 1.487 1.487 0.723 0.723 0.723 0.723 0.264 0.264 0.264 0.264 0.305 0.305 0.305 0.305 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 1.526 1.526 1.526 1.526 1.523 1.523 1.523 1.523 0.933 0.933 0.933 0.933 1.001 1.001 1.001 1.001 1.053 1.053 1.053 1.053 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522
m2 0.000 0.000 1.025 0.000 0.000 0.000 1.269 0.000 0.000 0.000 0.477 0.000 0.000 0.000 0.477 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.082 0.000 0.000 0.000 1.151 0.000 0.000 0.000 1.244 0.000 0.000 0.000 1.367 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 0.678 0.000 0.000 0.000 1.355 0.000 0.000 0.000 1.355 0.000
m2
0.000
0.000
0.000
0.000
0.000
0.000
0.829
0.829
0.511
0.511
0.511
0.511
1.022
1.022
1.022
Leg %
51.35 51.35 30.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.31 54.31 54.31 29.93 54.43 54.43 54.43 28.69 54.80 54.80 54.80 31.74 51.05 51.05 51.05 30.44 48.52 48.52 48.52 29.53 46.18 46.18 46.18 28.64 45.12 45.12 45.12 28.23 42.75 42.75 42.75 27.29 40.54
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
m
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 20.0000-16.00 00
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
z
22 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
kPa
m2
T20 16.0000-12.00 00
14.0000
1.099
0.19
21.417
T21 12.0000-8.000 0
10.0000
1
0.17
23.949
T22 8.0000-0.0000
4.0000
1
0.17
55.513
F a c e B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357
m2 0.000 0.000 1.355 0.000 0.000 0.000 1.468 0.000 0.000 0.000 1.468 0.000 0.000 0.000 2.936
m2
Leg %
1.022
1.022
2.045
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
40.54 40.54 26.37 37.45 37.45 37.45 24.35 35.54 35.54 35.54 23.53 38.17 38.17 38.17 24.65
Ing. C. Londoño M.
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 80.0000-78.37 00
0.47
kg 168.27
T2 78.3700-73.36 00
8.50
513.49
T3 73.3600-70.02 00
12.89
367.69
T4 70.0200-65.01 00
25.89
551.54
T5 65.0100-60.00 00
32.05
770.74
T6 60.0000-58.20 00
12.05
279.03
T7 58.2000-56.40 00
12.05
296.13
T8 56.4000-52.32 00
27.32
671.63
T9 52.3200-48.24 00
27.32
671.63
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.242 0.242 0.242 0.252 0.24 0.24 0.24 0.3 0.26 0.26 0.26 0.394 0.26 0.26 0.26 0.439 0.123 0.123 0.123 0.338 0.108 0.108 0.108 0.305 0.1 0.1 0.1 0.256 0.092 0.092 0.092 0.233 0.092 0.092 0.092
CF
2.807 2.807 2.807 2.768 2.813 2.813 2.813 2.592 2.736 2.736 2.736 2.297 2.738 2.738 2.738 2.182 3.336 3.336 3.336 2.462 3.408 3.408 3.408 2.574 3.452 3.452 3.452 2.754 3.491 3.491 3.491 2.841 3.491 3.491 3.491
RR
0.6 0.6 0.6 0.602 0.599 0.599 0.599 0.616 0.604 0.604 0.604 0.649 0.604 0.604 0.604 0.668 0.578 0.578 0.578 0.628 0.576 0.576 0.576 0.617 0.575 0.575 0.575 0.603 0.574 0.574 0.574 0.598 0.574 0.574 0.574
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.448 0.448 0.448 0.459 1.369 1.369 1.369 1.576 0.993 0.993 0.993 1.324 1.487 1.487 1.487 2.172 0.723 0.723 0.723 1.521 0.264 0.264 0.264 0.558 0.305 0.305 0.305 0.593 0.705 0.705 0.705 1.351 0.705 0.705 0.705
kg 174.54
kglm 107.08
D
554.17
110.61
D
406.14
121.60
D
621.86
124.12
D
480.74
95.96
D
181.54
100.85
D
204.58
113.65
D
473.58
116.07
D
463.14
113.51
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T10 48.2400-44.16 00
29.06
671.63
T11 44.1600-40.08 00
31.42
669.15
T12 40.0800-36.00 00
34.51
669.15
T13 36.0000-34.00 00
17.11
413.52
T14 34.0000-32.00 00
17.11
445.01
T15 32.0000-30.00 00
17.11
467.06
T16 30.0000-28.00 00
17.11
489.78
T17 28.0000-24.00 00
34.23
863.35
T18 24.0000-20.00 00
34.23
914.54
T19 20.0000-16.00 00
34.23
967.71
T20 16.0000-12.00 00
37.44
1060.16
T21 12.0000-8.000 0
37.44
1120.86
T22 8.0000-0.0000
74.88
2262.63
Sum Weight:
574.45
15304.71
23 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
09:32:28 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.233 0.092 0.092 0.092 0.242 0.201 0.201 0.201 0.366 0.201 0.201 0.201 0.381 0.23 0.23 0.23 0.397 0.213 0.213 0.213 0.358 0.198 0.198 0.198 0.325 0.186 0.186 0.186 0.3 0.164 0.164 0.164 0.262 0.146 0.146 0.146 0.229 0.134 0.134 0.134 0.205 0.127 0.127 0.127 0.196 0.12 0.12 0.12 0.181 0.097 0.097 0.097 0.149
CF
RR
2.841 3.491 3.491 3.491 2.805 2.974 2.974 2.974 2.378 2.976 2.976 2.976 2.332 2.855 2.855 2.855 2.289 2.923 2.923 2.923 2.401 2.989 2.989 2.989 2.505 3.042 3.042 3.042 2.592 3.14 3.14 3.14 2.729 3.223 3.223 3.223 2.858 3.283 3.283 3.283 2.957 3.313 3.313 3.313 2.997 3.349 3.349 3.349 3.061 3.468 3.468 3.468 3.208
0.598 0.574 0.574 0.574 0.6 0.591 0.591 0.591 0.638 0.591 0.591 0.591 0.644 0.597 0.597 0.597 0.65 0.593 0.593 0.593 0.635 0.59 0.59 0.59 0.624 0.588 0.588 0.588 0.616 0.584 0.584 0.584 0.605 0.581 0.581 0.581 0.597 0.579 0.579 0.579 0.592 0.578 0.578 0.578 0.59 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.581
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 1.351 0.705 0.705 0.705 1.395 1.526 1.526 1.526 2.320 1.523 1.523 1.523 2.403 0.933 0.933 0.933 1.374 1.001 1.001 1.001 1.432 1.053 1.053 1.053 1.476 1.107 1.107 1.107 1.524 2.266 2.266 2.266 3.086 2.391 2.391 2.391 3.200 2.522 2.522 2.522 3.324 2.730 2.730 2.730 3.596 2.877 2.877 2.877 3.738 5.357 5.357 5.357 7.064
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
460.79
112.94
D
632.75
155.08
D
624.34
153.03
D
341.94
170.97
D
367.70
183.85
D
388.50
194.25
D
407.23
203.61
D
841.27
210.32
D
871.32
217.83
D
884.14
221.04
D
902.25
225.56
D
871.74
217.94
D
1726.24
215.78
D
12880.50
Tower Forces - No Ice - Wind 45 To Face
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
m
kg
Self Weight
T1 80.0000-78.37 00
0.47
kg 168.27
T2 78.3700-73.36 00
8.50
513.49
T3 73.3600-70.02 00
12.89
367.69
T4 70.0200-65.01 00
25.89
551.54
T5 65.0100-60.00 00
32.05
770.74
T6 60.0000-58.20 00
12.05
279.03
T7 58.2000-56.40 00
12.05
296.13
T8 56.4000-52.32 00
27.32
671.63
T9 52.3200-48.24 00
27.32
671.63
T10 48.2400-44.16 00
29.06
671.63
T11 44.1600-40.08 00
31.42
669.15
T12 40.0800-36.00 00
34.51
669.15
T13 36.0000-34.00 00
17.11
413.52
T14 34.0000-32.00 00
17.11
445.01
T15 32.0000-30.00 00
17.11
467.06
24 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
09:32:28 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.242 0.242 0.242 0.252 0.24 0.24 0.24 0.3 0.26 0.26 0.26 0.394 0.26 0.26 0.26 0.439 0.123 0.123 0.123 0.338 0.108 0.108 0.108 0.305 0.1 0.1 0.1 0.256 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.242 0.201 0.201 0.201 0.366 0.201 0.201 0.201 0.381 0.23 0.23 0.23 0.397 0.213 0.213 0.213 0.358 0.198 0.198 0.198
CF
2.807 2.807 2.807 2.768 2.813 2.813 2.813 2.592 2.736 2.736 2.736 2.297 2.738 2.738 2.738 2.182 3.336 3.336 3.336 2.462 3.408 3.408 3.408 2.574 3.452 3.452 3.452 2.754 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.805 2.974 2.974 2.974 2.378 2.976 2.976 2.976 2.332 2.855 2.855 2.855 2.289 2.923 2.923 2.923 2.401 2.989 2.989 2.989
RR
0.6 0.6 0.6 0.602 0.599 0.599 0.599 0.616 0.604 0.604 0.604 0.649 0.604 0.604 0.604 0.668 0.578 0.578 0.578 0.628 0.576 0.576 0.576 0.617 0.575 0.575 0.575 0.603 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.6 0.591 0.591 0.591 0.638 0.591 0.591 0.591 0.644 0.597 0.597 0.597 0.65 0.593 0.593 0.593 0.635 0.59 0.59 0.59
DF
1.181 1.181 1.181 1.189 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.192 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.182 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148
DR
1.181 1.181 1.181 1.189 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.192 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.182 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 0.529 0.529 0.529 0.546 1.615 1.615 1.615 1.891 1.187 1.187 1.187 1.589 1.776 1.776 1.776 2.606 0.790 0.790 0.790 1.825 0.285 0.285 0.285 0.670 0.328 0.328 0.328 0.707 0.753 0.753 0.753 1.588 0.753 0.753 0.753 1.588 0.753 0.753 0.753 1.649 1.757 1.757 1.757 2.784 1.753 1.753 1.753 2.884 1.094 1.094 1.094 1.648 1.162 1.162 1.162 1.718 1.210 1.210 1.210
kg 207.51
kglm 127.31
D
665.00
132.74
D
487.37
145.92
D
746.23
148.95
D
576.89
115.15
D
217.84
121.02
D
243.78
135.43
D
556.47
136.39
D
544.20
133.38
D
544.55
133.47
D
759.29
186.10
D
749.21
183.63
D
410.33
205.17
D
441.24
220.62
D
466.20
233.10
D
RISATower
Page
Job
25 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T16 30.0000-28.00 00
17.11
489.78
T17 28.0000-24.00 00
34.23
863.35
T18 24.0000-20.00 00
34.23
914.54
T19 20.0000-16.00 00
34.23
967.71
T20 16.0000-12.00 00
37.44
1060.16
T21 12.0000-8.000 0
37.44
1120.86
T22 8.0000-0.0000
74.88
2262.63
Sum Weight:
574.45
15304.71
09:32:28 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.325 0.186 0.186 0.186 0.3 0.164 0.164 0.164 0.262 0.146 0.146 0.146 0.229 0.134 0.134 0.134 0.205 0.127 0.127 0.127 0.196 0.12 0.12 0.12 0.181 0.097 0.097 0.097 0.149
CF
RR
DF
DR
2.505 3.042 3.042 3.042 2.592 3.14 3.14 3.14 2.729 3.223 3.223 3.223 2.858 3.283 3.283 3.283 2.957 3.313 3.313 3.313 2.997 3.349 3.349 3.349 3.061 3.468 3.468 3.468 3.208
0.624 0.588 0.588 0.588 0.616 0.584 0.584 0.584 0.605 0.581 0.581 0.581 0.597 0.579 0.579 0.579 0.592 0.578 0.578 0.578 0.59 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.581
1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.197 1.11 1.11 1.11 1.172 1.1 1.1 1.1 1.154 1.096 1.096 1.096 1.147 1.09 1.09 1.09 1.136 1.072 1.072 1.072 1.112
1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.197 1.11 1.11 1.11 1.172 1.1 1.1 1.1 1.154 1.096 1.096 1.096 1.147 1.09 1.09 1.09 1.136 1.072 1.072 1.072 1.112
AE
F
w
m2 1.772 1.261 1.261 1.261 1.829 2.544 2.544 2.544 3.692 2.654 2.654 2.654 3.750 2.775 2.775 2.775 3.835 2.991 2.991 2.991 4.124 3.136 3.136 3.136 4.247 5.745 5.745 5.745 7.856
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
488.68
244.34
D
1006.62
251.66
D
1021.09
255.27
D
1020.30
255.08
D
1034.89
258.72
D
990.36
247.59
D
1919.66
239.96
D
15097.73
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 80.0000-78.37 00
0.47
kg 168.27
T2 78.3700-73.36 00
8.50
513.49
T3 73.3600-70.02 00
12.89
367.69
T4 70.0200-65.01 00
25.89
551.54
T5 65.0100-60.00 00
32.05
770.74
F a c e A B C D A B C D A B C D A B C D A B C
e
0.242 0.242 0.242 0.252 0.24 0.24 0.24 0.3 0.26 0.26 0.26 0.394 0.26 0.26 0.26 0.439 0.123 0.123 0.123
CF
RR
2.807 2.807 2.807 2.768 2.813 2.813 2.813 2.592 2.736 2.736 2.736 2.297 2.738 2.738 2.738 2.182 3.336 3.336 3.336
0.6 0.6 0.6 0.602 0.599 0.599 0.599 0.616 0.604 0.604 0.604 0.649 0.604 0.604 0.604 0.668 0.578 0.578 0.578
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.448 0.448 0.448 0.459 1.369 1.369 1.369 1.576 0.993 0.993 0.993 1.324 1.487 1.487 1.487 2.172 0.723 0.723 0.723
kg 43.64
kglm 26.77
D
138.54
27.65
D
101.53
30.40
D
155.46
31.03
D
120.19
23.99
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T6 60.0000-58.20 00
12.05
279.03
T7 58.2000-56.40 00
12.05
296.13
T8 56.4000-52.32 00
27.32
671.63
T9 52.3200-48.24 00
27.32
671.63
T10 48.2400-44.16 00
29.06
671.63
T11 44.1600-40.08 00
31.42
669.15
T12 40.0800-36.00 00
34.51
669.15
T13 36.0000-34.00 00
17.11
413.52
T14 34.0000-32.00 00
17.11
445.01
T15 32.0000-30.00 00
17.11
467.06
T16 30.0000-28.00 00
17.11
489.78
T17 28.0000-24.00 00
34.23
863.35
T18 24.0000-20.00 00
34.23
914.54
T19 20.0000-16.00 00
34.23
967.71
T20 16.0000-12.00 00
37.44
1060.16
26 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
09:32:28 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.338 0.108 0.108 0.108 0.305 0.1 0.1 0.1 0.256 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.242 0.201 0.201 0.201 0.366 0.201 0.201 0.201 0.381 0.23 0.23 0.23 0.397 0.213 0.213 0.213 0.358 0.198 0.198 0.198 0.325 0.186 0.186 0.186 0.3 0.164 0.164 0.164 0.262 0.146 0.146 0.146 0.229 0.134 0.134 0.134 0.205 0.127 0.127 0.127
CF
RR
2.462 3.408 3.408 3.408 2.574 3.452 3.452 3.452 2.754 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.805 2.974 2.974 2.974 2.378 2.976 2.976 2.976 2.332 2.855 2.855 2.855 2.289 2.923 2.923 2.923 2.401 2.989 2.989 2.989 2.505 3.042 3.042 3.042 2.592 3.14 3.14 3.14 2.729 3.223 3.223 3.223 2.858 3.283 3.283 3.283 2.957 3.313 3.313 3.313
0.628 0.576 0.576 0.576 0.617 0.575 0.575 0.575 0.603 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.6 0.591 0.591 0.591 0.638 0.591 0.591 0.591 0.644 0.597 0.597 0.597 0.65 0.593 0.593 0.593 0.635 0.59 0.59 0.59 0.624 0.588 0.588 0.588 0.616 0.584 0.584 0.584 0.605 0.581 0.581 0.581 0.597 0.579 0.579 0.579 0.592 0.578 0.578 0.578
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 1.521 0.264 0.264 0.264 0.558 0.305 0.305 0.305 0.593 0.705 0.705 0.705 1.351 0.705 0.705 0.705 1.351 0.705 0.705 0.705 1.395 1.526 1.526 1.526 2.320 1.523 1.523 1.523 2.403 0.933 0.933 0.933 1.374 1.001 1.001 1.001 1.432 1.053 1.053 1.053 1.476 1.107 1.107 1.107 1.524 2.266 2.266 2.266 3.086 2.391 2.391 2.391 3.200 2.522 2.522 2.522 3.324 2.730 2.730 2.730
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
45.38
25.21
D
51.14
28.41
D
118.39
29.02
D
115.78
28.38
D
115.20
28.23
D
158.19
38.77
D
156.09
38.26
D
85.49
42.74
D
91.93
45.96
D
97.12
48.56
D
101.81
50.90
D
210.32
52.58
D
217.83
54.46
D
221.04
55.26
D
225.56
56.39
D
Project
m
kg
kg
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Self Weight
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Add Weight
27 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
T21 12.0000-8.000 0
37.44
1120.86
T22 8.0000-0.0000
74.88
2262.63
Sum Weight:
574.45
15304.71
F a c e D A B C D A B C D
e
0.196 0.12 0.12 0.12 0.181 0.097 0.097 0.097 0.149
CF
RR
2.997 3.349 3.349 3.349 3.061 3.468 3.468 3.468 3.208
0.59 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.581
DF
DR
1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1
AE
F
w
m2 3.596 2.877 2.877 2.877 3.738 5.357 5.357 5.357 7.064
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
217.94
54.48
D
431.56
53.94
D
3220.12
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 80.0000-78.37 00
0.47
kg 168.27
T2 78.3700-73.36 00
8.50
513.49
T3 73.3600-70.02 00
12.89
367.69
T4 70.0200-65.01 00
25.89
551.54
T5 65.0100-60.00 00
32.05
770.74
T6 60.0000-58.20 00
12.05
279.03
T7 58.2000-56.40 00
12.05
296.13
T8 56.4000-52.32 00
27.32
671.63
T9 52.3200-48.24 00
27.32
671.63
T10 48.2400-44.16 00
29.06
671.63
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.242 0.242 0.242 0.252 0.24 0.24 0.24 0.3 0.26 0.26 0.26 0.394 0.26 0.26 0.26 0.439 0.123 0.123 0.123 0.338 0.108 0.108 0.108 0.305 0.1 0.1 0.1 0.256 0.092 0.092 0.092 0.233 0.092 0.092 0.092 0.233 0.092 0.092 0.092
CF
RR
DF
DR
2.807 2.807 2.807 2.768 2.813 2.813 2.813 2.592 2.736 2.736 2.736 2.297 2.738 2.738 2.738 2.182 3.336 3.336 3.336 2.462 3.408 3.408 3.408 2.574 3.452 3.452 3.452 2.754 3.491 3.491 3.491 2.841 3.491 3.491 3.491 2.841 3.491 3.491 3.491
0.6 0.6 0.6 0.602 0.599 0.599 0.599 0.616 0.604 0.604 0.604 0.649 0.604 0.604 0.604 0.668 0.578 0.578 0.578 0.628 0.576 0.576 0.576 0.617 0.575 0.575 0.575 0.603 0.574 0.574 0.574 0.598 0.574 0.574 0.574 0.598 0.574 0.574 0.574
1.181 1.181 1.181 1.189 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.192 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.175 1.069 1.069 1.069
1.181 1.181 1.181 1.189 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.192 1.069 1.069 1.069 1.175 1.069 1.069 1.069 1.175 1.069 1.069 1.069
AE
F
w
Ctrl. Face
m2 0.529 0.529 0.529 0.546 1.615 1.615 1.615 1.891 1.187 1.187 1.187 1.589 1.776 1.776 1.776 2.606 0.790 0.790 0.790 1.825 0.285 0.285 0.285 0.670 0.328 0.328 0.328 0.707 0.753 0.753 0.753 1.588 0.753 0.753 0.753 1.588 0.753 0.753 0.753
kg 51.88
kglm 31.83
D
166.25
33.18
D
121.84
36.48
D
186.56
37.24
D
144.22
28.79
D
54.46
30.26
D
60.95
33.86
D
139.12
34.10
D
136.05
33.35
D
136.14
33.37
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T11 44.1600-40.08 00
31.42
669.15
T12 40.0800-36.00 00
34.51
669.15
T13 36.0000-34.00 00
17.11
413.52
T14 34.0000-32.00 00
17.11
445.01
T15 32.0000-30.00 00
17.11
467.06
T16 30.0000-28.00 00
17.11
489.78
T17 28.0000-24.00 00
34.23
863.35
T18 24.0000-20.00 00
34.23
914.54
T19 20.0000-16.00 00
34.23
967.71
T20 16.0000-12.00 00
37.44
1060.16
T21 12.0000-8.000 0
37.44
1120.86
T22 8.0000-0.0000
74.88
2262.63
Sum Weight:
574.45
15304.71
28 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
09:32:28 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.242 0.201 0.201 0.201 0.366 0.201 0.201 0.201 0.381 0.23 0.23 0.23 0.397 0.213 0.213 0.213 0.358 0.198 0.198 0.198 0.325 0.186 0.186 0.186 0.3 0.164 0.164 0.164 0.262 0.146 0.146 0.146 0.229 0.134 0.134 0.134 0.205 0.127 0.127 0.127 0.196 0.12 0.12 0.12 0.181 0.097 0.097 0.097 0.149
CF
RR
DF
DR
2.805 2.974 2.974 2.974 2.378 2.976 2.976 2.976 2.332 2.855 2.855 2.855 2.289 2.923 2.923 2.923 2.401 2.989 2.989 2.989 2.505 3.042 3.042 3.042 2.592 3.14 3.14 3.14 2.729 3.223 3.223 3.223 2.858 3.283 3.283 3.283 2.957 3.313 3.313 3.313 2.997 3.349 3.349 3.349 3.061 3.468 3.468 3.468 3.208
0.6 0.591 0.591 0.591 0.638 0.591 0.591 0.591 0.644 0.597 0.597 0.597 0.65 0.593 0.593 0.593 0.635 0.59 0.59 0.59 0.624 0.588 0.588 0.588 0.616 0.584 0.584 0.584 0.605 0.581 0.581 0.581 0.597 0.579 0.579 0.579 0.592 0.578 0.578 0.578 0.59 0.577 0.577 0.577 0.587 0.575 0.575 0.575 0.581
1.182 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.197 1.11 1.11 1.11 1.172 1.1 1.1 1.1 1.154 1.096 1.096 1.096 1.147 1.09 1.09 1.09 1.136 1.072 1.072 1.072 1.112
1.182 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.197 1.11 1.11 1.11 1.172 1.1 1.1 1.1 1.154 1.096 1.096 1.096 1.147 1.09 1.09 1.09 1.136 1.072 1.072 1.072 1.112
AE
F
w
m2 1.649 1.757 1.757 1.757 2.784 1.753 1.753 1.753 2.884 1.094 1.094 1.094 1.648 1.162 1.162 1.162 1.718 1.210 1.210 1.210 1.772 1.261 1.261 1.261 1.829 2.544 2.544 2.544 3.692 2.654 2.654 2.654 3.750 2.775 2.775 2.775 3.835 2.991 2.991 2.991 4.124 3.136 3.136 3.136 4.247 5.745 5.745 5.745 7.856
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
189.82
46.53
D
187.30
45.91
D
102.58
51.29
D
110.31
55.16
D
116.55
58.27
D
122.17
61.08
D
251.66
62.91
D
255.27
63.82
D
255.08
63.77
D
258.72
64.68
D
247.59
61.90
D
479.92
59.99
D
3774.43
Mast Vectors - No Ice Section No.
Section Elevation m
Wind Azimuth °
Directionality
F
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg
kg-m
kg-m
kg-m
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No. T1
Section Elevation m 80.0000-78.3700
T2
78.3700-73.3600
T3
73.3600-70.0200
T4
70.0200-65.0100
T5
65.0100-60.0000
T6
60.0000-58.2000
T7
58.2000-56.4000
T8
56.4000-52.3200
T9
52.3200-48.2400
T10
48.2400-44.1600
T11
44.1600-40.0800
T12
40.0800-36.0000
T13
36.0000-34.0000
T14
34.0000-32.0000
T15
32.0000-30.0000
T16
30.0000-28.0000
T17
28.0000-24.0000
T18
24.0000-20.0000
T19
20.0000-16.0000
T20
16.0000-12.0000
T21
12.0000-8.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0
Page
Job
29 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal
F kg 174.54 207.51 174.54 554.17 665.00 554.17 406.14 487.37 406.14 621.86 746.23 621.86 480.74 576.89 480.74 181.54 217.84 181.54 204.58 243.78 204.58 473.58 556.47 473.58 463.14 544.20 463.14 460.79 544.55 460.79 632.75 759.29 632.75 624.34 749.21 624.34 341.94 410.33 341.94 367.70 441.24 367.70 388.50 466.20 388.50 407.23 488.68 407.23 841.27 1006.62 841.27 871.32 1021.09 871.32 884.14 1020.30 884.14 902.25 1034.89 902.25 871.74
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Vx
Vz
OTMx
OTMz
Torque
kg
kg -174.54 -146.73 0.00 -554.17 -470.23 0.00 -406.14 -344.62 0.00 -621.86 -527.67 0.00 -480.74 -407.92 0.00 -181.54 -154.04 0.00 -204.58 -172.38 0.00 -473.58 -393.48 0.00 -463.14 -384.81 0.00 -460.79 -385.06 0.00 -632.75 -536.90 0.00 -624.34 -529.77 0.00 -341.94 -290.15 0.00 -367.70 -312.01 0.00 -388.50 -329.65 0.00 -407.23 -345.55 0.00 -841.27 -711.79 0.00 -871.32 -722.02 0.00 -884.14 -721.46 0.00 -902.25 -731.78 0.00 -871.74
kg-m -13821 -11619 0 -42037 -35669 5 -29109 -24699 7 -41970 -35611 14 -30031 -25479 18 -10721 -9096 8 -11712 -9867 10 -25719 -21365 25 -23262 -19323 25 -21262 -17763 26 -26623 -22586 29 -23719 -20121 31 -11951 -10138 17 -12115 -10277 20 -12021 -10197 22 -11785 -9996 25 -21815 -18448 58 -19100 -15815 69 -15835 -12906 80 -12532 -10146 99 -8606
kg-m
kg-m
0.00 146.73 174.54 0.00 470.23 554.17 0.00 344.62 406.14 0.00 527.67 621.86 0.00 407.92 480.74 0.00 154.04 181.54 0.00 172.38 204.58 0.00 393.48 473.58 0.00 384.81 463.14 0.00 385.06 460.79 0.00 536.90 632.75 0.00 529.77 624.34 0.00 290.15 341.94 0.00 312.01 367.70 0.00 329.65 388.50 0.00 345.55 407.23 0.00 711.79 841.27 0.00 722.02 871.32 0.00 721.46 884.14 0.00 731.78 902.25 0.00
0 -11619 -13821 0 -35674 -42042 0 -24706 -29116 0 -35625 -41985 0 -25497 -30049 0 -9104 -10729 0 -9877 -11722 0 -21390 -25744 0 -19348 -23286 0 -17790 -21288 0 -22614 -26651 0 -20153 -23750 0 -10155 -11968 0 -10296 -12134 0 -10219 -12043 0 -10021 -11810 0 -18507 -21873 0 -15884 -19169 0 -12986 -15915 0 -10245 -12632 0
0 1 1 0 15 18 0 22 26 0 43 51 0 69 82 0 31 36 0 40 47 0 99 119 0 97 117 0 101 121 0 82 97 0 88 104 0 44 52 0 52 61 0 60 70 0 67 79 0 157 186 0 181 218 0 199 244 0 230 283 0
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m
T22
8.0000-0.0000
Wind Azimuth ° 45 90 0 45 90
Page
Job
30 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
F
Vx
kg 990.36 871.74 1726.24 1919.66 1726.24
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
kg 700.29 871.74 0.00 1357.41 1726.24
Vz kg -700.29 0.00 -1726.24 -1357.41 0.00
OTMx
OTMz
kg-m -6892 111 -6647 -5172 258
kg-m -7003 -8717 0 -5430 -6905
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Torque kg-m 235 293 0 563 716
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 10675.71 12880.50
Vz kg -12880.50 -10675.71 0.00
OTMx
OTMz
Torque
kg-m -432393 -363186 957
kg-m
kg-m
0 -364143 -433349
0 2476 3021
Mast Vectors - Service Section No. T1
Section Elevation m 80.0000-78.3700
T2
78.3700-73.3600
T3
73.3600-70.0200
T4
70.0200-65.0100
T5
65.0100-60.0000
T6
60.0000-58.2000
T7
58.2000-56.4000
T8
56.4000-52.3200
T9
52.3200-48.2400
T10
48.2400-44.1600
T11
44.1600-40.0800
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90
F
Vx
Vz
OTMx
OTMz
Torque
kg 43.64 51.88 43.64 138.54 166.25 138.54 101.53 121.84 101.53 155.46 186.56 155.46 120.19 144.22 120.19 45.38 54.46 45.38 51.14 60.95 51.14 118.39 139.12 118.39 115.78 136.05 115.78 115.20 136.14 115.20 158.19 189.82
kg
kg -43.64 -36.68 0.00 -138.54 -117.56 0.00 -101.53 -86.15 0.00 -155.46 -131.92 0.00 -120.19 -101.98 0.00 -45.38 -38.51 0.00 -51.14 -43.09 0.00 -118.39 -98.37 0.00 -115.78 -96.20 0.00 -115.20 -96.26 0.00 -158.19 -134.23
kg-m -3455 -2904 0 -10506 -8914 5 -7272 -6169 7 -10482 -8892 14 -7494 -6356 18 -2674 -2268 8 -2921 -2459 10 -6411 -5323 25 -5797 -4812 25 -5296 -4421 26 -6634 -5625
kg-m
kg-m
0.00 36.68 43.64 0.00 117.56 138.54 0.00 86.15 101.53 0.00 131.92 155.46 0.00 101.98 120.19 0.00 38.51 45.38 0.00 43.09 51.14 0.00 98.37 118.39 0.00 96.20 115.78 0.00 96.26 115.20 0.00 134.23
0 -2905 -3455 0 -8918 -10511 0 -6176 -7279 0 -8906 -10496 0 -6374 -7512 0 -2276 -2682 0 -2469 -2931 0 -5347 -6436 0 -4837 -5822 0 -4447 -5322 0 -5654
0 0 0 0 4 4 0 5 6 0 11 13 0 17 20 0 8 9 0 10 12 0 25 30 0 24 29 0 25 30 0 21
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T12
40.0800-36.0000
T13
36.0000-34.0000
T14
34.0000-32.0000
T15
32.0000-30.0000
T16
30.0000-28.0000
T17
28.0000-24.0000
T18
24.0000-20.0000
T19
20.0000-16.0000
T20
16.0000-12.0000
T21
12.0000-8.0000
T22
8.0000-0.0000
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
31 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
kg 158.19 156.09 187.30 156.09 85.49 102.58 85.49 91.93 110.31 91.93 97.12 116.55 97.12 101.81 122.17 101.81 210.32 251.66 210.32 217.83 255.27 217.83 221.04 255.08 221.04 225.56 258.72 225.56 217.94 247.59 217.94 431.56 479.92 431.56
kg 158.19 0.00 132.44 156.09 0.00 72.54 85.49 0.00 78.00 91.93 0.00 82.41 97.12 0.00 86.39 101.81 0.00 177.95 210.32 0.00 180.50 217.83 0.00 180.37 221.04 0.00 182.95 225.56 0.00 175.07 217.94 0.00 339.35 431.56
kg
kg-m
kg-m -6663 0 -5038 -5938 0 -2539 -2992 0 -2574 -3034 0 -2555 -3011 0 -2505 -2952 0 -4627 -5468 0 -3971 -4792 0 -3247 -3979 0 -2561 -3158 0 -1751 -2179 0 -1357 -1726
0.00 -156.09 -132.44 0.00 -85.49 -72.54 0.00 -91.93 -78.00 0.00 -97.12 -82.41 0.00 -101.81 -86.39 0.00 -210.32 -177.95 0.00 -217.83 -180.50 0.00 -221.04 -180.37 0.00 -225.56 -182.95 0.00 -217.94 -175.07 0.00 -431.56 -339.35 0.00
29 -5906 -5007 31 -2975 -2522 17 -3014 -2554 20 -2989 -2532 22 -2927 -2480 25 -5410 -4568 58 -4723 -3902 69 -3899 -3167 80 -3059 -2462 99 -2068 -1640 111 -1469 -1100 258
Designed by
Ing. C. Londoño M.
Torque kg-m
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -3220.12 -2668.93 0.00
kg-m -107381 -90079 957
kg-m
kg-m
0.00 2668.93 3220.12
0 -91036 -108337
0 619 755
Discrete Appurtenance Pressures - No Ice Description
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m
Aiming Azimuth ° 270.0000 0.0000 90.0000
Weight kg 16.00 16.00 16.00
Offsetx
Offsetz
m -0.5500 0.0000 0.5500
m 0.0000 -0.5500 0.0000
z m 79.0000 79.0000 79.0000
Kz 1.802 1.802 1.802
qz kPa 1.23 1.23 1.23
GH = 1.096
CAAC Front m2 0.2000 0.2000 0.2000
CAAC Side m2 0.0500 0.0500 0.0500
24 0 22 26 0 11 13 0 13 15 0 15 18 0 17 20 0 39 46 0 45 54 0 50 61 0 57 71 0 59 73 0 141 179
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Description
32 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 Sum Weight:
Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 732.00
Offsetx
Offsetz
z
m -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000
m 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000
m 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000
Kz
qz
1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473
kPa 1.22 1.22 1.22 1.21 1.21 1.21 1.21 1.21 1.21 1.20 1.20 1.19 1.19 1.19 1.19 1.19 1.18 1.18 1.18 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.16 1.15 1.15 1.07 1.10 1.05 1.05 1.03 1.03 1.02 1.02 1.00 1.00
CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600
Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.41 27.45
Vz
kg 6.86 4.85 0.00
OTMx
kg 0.00 19.41 27.45
OTMz
kg-m -6.86 -4.85 0.00
Torque
kg-m -542 -383 0
kg-m 9 -1525 -2160
-4 -3 0
2 ANT TV 0.20x0.80m - Elevation 79 - From Face B
Wind Azimuth °
Fa
Fs
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg
kg
kg-m
kg-m
kg-m
Page
Job
RISATower
33 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 79 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.45 19.41 0.00
Vz
kg 0.00 4.85 6.86
OTMx
kg 0.00 4.85 6.86
OTMz
kg-m -27.45 -19.41 0.00
Torque
kg-m -2178 -1542 -9
kg-m 0 -383 -542
0 -3 -4
2 ANT TV 0.20x0.80m - Elevation 79 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.41 27.45
Vz
kg 6.86 4.85 0.00
OTMx
kg 0.00 19.41 27.45
OTMz
kg-m -6.86 -4.85 0.00
Torque
kg-m -542 -383 0
kg-m -9 -1542 -2178
4 3 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.27 27.25
Vz
kg 6.81 4.82 0.00
OTMx
kg 0.00 19.27 27.25
OTMz
kg-m -6.81 -4.82 0.00
Torque
kg-m -525 -371 0
kg-m 17 -1467 -2082
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.25 19.27 0.00
Vz
kg 0.00 4.82 6.81
OTMx
kg 0.00 4.82 6.81
OTMz
kg-m -27.25 -19.27 0.00
Torque
kg-m -2115 -1501 -17
kg-m 0 -371 -525
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 77 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.27 27.25
Vz
kg 6.81 4.82 0.00
OTMx
kg 0.00 19.27 27.25
OTMz
kg-m -6.81 -4.82 0.00
Torque
kg-m -525 -371 0
kg-m -17 -1501 -2115
7 5 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.16 27.10
Vz
kg 6.77 4.79 0.00
OTMx
kg 0.00 19.16 27.10
OTMz
kg-m -6.77 -4.79 0.00
Torque
kg-m -512 -362 0
kg-m 17 -1430 -2029
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B
Wind Azimuth °
Fa
Fs
kg 0
Vx
kg 27.10
Vz
kg 0.00
OTMx
kg 0.00
OTMz
kg-m -27.10
Torque
kg-m -2063
kg-m 0
0
Page
Job
RISATower
34 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B
Wind Azimuth ° 45 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 19.16 0.00
Vz
kg 4.79 6.77
OTMx
kg 4.79 6.77
OTMz
kg-m -19.16 0.00
Torque
kg-m -1464 -17
kg-m -362 -512
-5 -7
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 19.16 27.10
Vz
kg 6.77 4.79 0.00
OTMx
kg 0.00 19.16 27.10
OTMz
kg-m -6.77 -4.79 0.00
Torque
kg-m -512 -362 0
kg-m -17 -1464 -2063
7 5 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.05 26.94
Vz
kg 6.74 4.76 0.00
OTMx
kg 0.00 19.05 26.94
OTMz
kg-m -6.74 -4.76 0.00
Torque
kg-m -498 -352 0
kg-m 17 -1393 -1977
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.94 19.05 0.00
Vz
kg 0.00 4.76 6.74
OTMx
kg 0.00 4.76 6.74
OTMz
kg-m -26.94 -19.05 0.00
Torque
kg-m -2011 -1427 -17
kg-m 0 -352 -498
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 74 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.05 26.94
Vz
kg 6.74 4.76 0.00
OTMx
kg 0.00 19.05 26.94
OTMz
kg-m -6.74 -4.76 0.00
Torque
kg-m -498 -352 0
kg-m -17 -1427 -2011
7 5 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.98 26.84
Vz
kg 6.71 4.74 0.00
OTMx
kg 0.00 18.98 26.84
OTMz
kg-m -6.71 -4.74 0.00
Torque
kg-m -490 -346 0
kg-m 17 -1369 -1943
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 26.84 18.98
Vz
kg 0.00 4.74
OTMx
kg 0.00 4.74
OTMz
kg-m -26.84 -18.98
Torque
kg-m -1976 -1402
kg-m 0 -346
0 -5
Page
Job
RISATower
35 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 73 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.71
OTMx
kg 6.71
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -490
-7
2 ANT TV 0.20x0.80m - Elevation 71 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 18.83 26.63
Vz
kg 6.66 4.71 0.00
OTMx
kg 0.00 18.83 26.63
OTMz
kg-m -6.66 -4.71 0.00
Torque
kg-m -473 -334 0
kg-m 17 -1320 -1874
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 71 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.63 18.83 0.00
Vz
kg 0.00 4.71 6.66
OTMx
kg 0.00 4.71 6.66
OTMz
kg-m -26.63 -18.83 0.00
Torque
kg-m -1907 -1354 -17
kg-m 0 -334 -473
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 70 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.75 26.52
Vz
kg 6.63 4.69 0.00
OTMx
kg 0.00 18.75 26.52
OTMz
kg-m -6.63 -4.69 0.00
Torque
kg-m -464 -328 0
kg-m 17 -1296 -1840
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 70 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.52 18.75 0.00
Vz
kg 0.00 4.69 6.63
OTMx
kg 0.00 4.69 6.63
OTMz
kg-m -26.52 -18.75 0.00
Torque
kg-m -1873 -1329 -17
kg-m 0 -328 -464
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 70 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.75 26.52
Vz
kg 6.63 4.69 0.00
OTMx
kg 0.00 18.75 26.52
OTMz
kg-m -6.63 -4.69 0.00
Torque
kg-m -464 -328 0
kg-m -17 -1329 -1873
7 5 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 18.60
Vz
kg 6.58 4.65
OTMx
kg 0.00 18.60
OTMz
kg-m -6.58 -4.65
Torque
kg-m -447 -316
kg-m 17 -1248
-7 -5
Page
Job
RISATower
36 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 68 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 26.30
Vz
kg 0.00
OTMx
kg 26.30
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1772
0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face B
Fs
kg
0 45 90
Vx
kg 26.30 18.60 0.00
Vz
kg 0.00 4.65 6.58
OTMx
kg 0.00 4.65 6.58
OTMz
kg-m -26.30 -18.60 0.00
Torque
kg-m -1805 -1281 -17
kg-m 0 -316 -447
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 68 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.60 26.30
Vz
kg 6.58 4.65 0.00
OTMx
kg 0.00 18.60 26.30
OTMz
kg-m -6.58 -4.65 0.00
Torque
kg-m -447 -316 0
kg-m -17 -1281 -1805
7 5 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.48 26.13
Vz
kg 6.53 4.62 0.00
OTMx
kg 0.00 18.48 26.13
OTMz
kg-m -6.53 -4.62 0.00
Torque
kg-m -434 -307 0
kg-m 17 -1212 -1721
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.13 18.48 0.00
Vz
kg 0.00 4.62 6.53
OTMx
kg 0.00 4.62 6.53
OTMz
kg-m -26.13 -18.48 0.00
Torque
kg-m -1755 -1246 -17
kg-m 0 -307 -434
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.48 26.13
Vz
kg 6.53 4.62 0.00
OTMx
kg 0.00 18.48 26.13
OTMz
kg-m -6.53 -4.62 0.00
Torque
kg-m -434 -307 0
kg-m -17 -1246 -1755
7 5 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 18.36
Vz
kg 6.49 4.59
OTMx
kg 0.00 18.36
OTMz
kg-m -6.49 -4.59
Torque
kg-m -422 -298
kg-m 17 -1177
-7 -5
Page
Job
RISATower
37 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 65 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 25.96
Vz
kg 0.00
OTMx
kg 25.96
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1671
0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face B
Fs
kg
0 45 90
Vx
kg 25.96 18.36 0.00
Vz
kg 0.00 4.59 6.49
OTMx
kg 0.00 4.59 6.49
OTMz
kg-m -25.96 -18.36 0.00
Torque
kg-m -1705 -1210 -17
kg-m 0 -298 -422
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 65 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.36 25.96
Vz
kg 6.49 4.59 0.00
OTMx
kg 0.00 18.36 25.96
OTMz
kg-m -6.49 -4.59 0.00
Torque
kg-m -422 -298 0
kg-m -17 -1210 -1705
7 5 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.28 25.85
Vz
kg 6.46 4.57 0.00
OTMx
kg 0.00 18.28 25.85
OTMz
kg-m -6.46 -4.57 0.00
Torque
kg-m -414 -292 0
kg-m 17 -1153 -1638
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.85 18.28 0.00
Vz
kg 0.00 4.57 6.46
OTMx
kg 0.00 4.57 6.46
OTMz
kg-m -25.85 -18.28 0.00
Torque
kg-m -1671 -1187 -17
kg-m 0 -292 -414
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 62 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.11 25.62
Vz
kg 6.40 4.53 0.00
OTMx
kg 0.00 18.11 25.62
OTMz
kg-m -6.40 -4.53 0.00
Torque
kg-m -397 -281 0
kg-m 17 -1106 -1571
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 62 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 25.62 18.11
Vz
kg 0.00 4.53
OTMx
kg 0.00 4.53
OTMz
kg-m -25.62 -18.11
Torque
kg-m -1605 -1140
kg-m 0 -281
0 -5
Page
Job
RISATower
38 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 62 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.40
OTMx
kg 6.40
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -397
-7
2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D
Fs
kg
0 45 90
Vx
kg 25.25 35.72 25.25
Vz
kg 8.42 0.00 8.42
OTMx
kg 11.91 25.25 23.81
OTMz
kg-m -23.81 -25.25 -11.91
Torque
kg-m -1105 -1175 -534
kg-m -534 -1175 -1105
-15 0 15
2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.12 36.94 26.12
Vz
kg 8.71 0.00 8.71
OTMx
kg 12.31 26.12 24.63
OTMz
kg-m -24.63 -26.12 -12.31
Torque
kg-m -1292 -1373 -627
kg-m -627 -1373 -1292
-15 0 15
2 ANT TV 0.25x0.90m - Elevation 45 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.83 28.05
Vz
kg 7.01 4.96 0.00
OTMx
kg 0.00 19.83 28.05
OTMz
kg-m -7.01 -4.96 0.00
Torque
kg-m -316 -223 0
kg-m 28 -865 -1234
-10 -7 0
2 ANT TV 0.25x0.90m - Elevation 45 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 28.05 19.83 0.00
Vz
kg 0.00 4.96 7.01
OTMx
kg 0.00 4.96 7.01
OTMz
kg-m -28.05 -19.83 0.00
Torque
kg-m -1244 -875 18
kg-m 0 -223 -316
0 4 6
2 ANT TV 0.25x0.90m - Elevation 42 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.45 27.50
Vz
kg 6.88 4.86 0.00
OTMx
kg 0.00 19.45 27.50
OTMz
kg-m -6.88 -4.86 0.00
Torque
kg-m -289 -204 0
kg-m 28 -789 -1127
-10 -7 0
2 ANT TV 0.25x0.90m - Elevation 42 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 27.50 19.45
Vz
kg 0.00 4.86
OTMx
kg 0.00 4.86
OTMz
kg-m -27.50 -19.45
Torque
kg-m -1137 -799
kg-m 0 -204
0 4
Page
Job
RISATower
39 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.25x0.90m - Elevation 42 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
0.00
6.88
OTMx
kg
OTMz
kg-m
6.88
0.00
Torque
kg-m 18
kg-m -289
6
2 ANT TV 0.25x0.90m - Elevation 41 - From Face A
Fs
kg
0 45 90
Vx
kg
Vz
kg
0.00 19.31 27.31
6.83 4.83 0.00
OTMx
kg
OTMz
kg-m
0.00 19.31 27.31
-6.83 -4.83 0.00
Torque
kg-m -280 -198 0
kg-m 28 -764 -1092
-10 -7 0
2 ANT TV 0.25x0.90m - Elevation 41 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
27.31 19.31 0.00
0.00 4.83 6.83
OTMx
kg
OTMz
kg-m
0.00 4.83 6.83
-27.31 -19.31 0.00
Torque
kg-m -1102 -774 18
kg-m 0 -198 -280
0 4 6
2 ANT TV 0.25x0.90m - Elevation 39 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
0.00 19.04 26.93
6.73 4.76 0.00
OTMx
kg
OTMz
kg-m
0.00 19.04 26.93
-6.73 -4.76 0.00
Torque
kg-m -263 -186 0
kg-m 28 -715 -1022
-9 -7 0
2 ANT TV 0.25x0.90m - Elevation 39 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
26.93 19.04 0.00
0.00 4.76 6.73
OTMx
kg
OTMz
kg-m
0.00 4.76 6.73
-26.93 -19.04 0.00
Torque
kg-m -1032 -725 18
kg-m 0 -186 -263
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -637.36 -467.80 -24.22
kg-m
kg-m
kg-m
24.22 581.12 797.61
-40186 -29303 -1283
-982 -37158 -51418
-96 -86 -25
Discrete Appurtenance Pressures - Service
GH = 1.096
0 4 6
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Description
40 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 Sum Weight:
Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 732.00
Offsetx
Offsetz
z
m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000
m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000
m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000
Kz
qz
1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473
kPa 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.27 0.28 0.26 0.26 0.26 0.26 0.25 0.25 0.25 0.25
CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600
Discrete Appurtenance Vectors - Service 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 4.85 6.86
Vz
kg 1.72 1.21 0.00
OTMx
kg 0.00 4.85 6.86
OTMz
kg-m -1.72 -1.21 0.00
Torque
kg-m -136 -96 0
kg-m 9 -375 -533
-1 -1 0
Page
Job
RISATower
41 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 79 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.86 4.85 0.00
Vz
kg 0.00 1.21 1.72
OTMx
kg 0.00 1.21 1.72
OTMz
kg-m -6.86 -4.85 0.00
Torque
kg-m -551 -392 -9
kg-m 0 -96 -136
0 -1 -1
2 ANT TV 0.20x0.80m - Elevation 79 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.85 6.86
Vz
kg 1.72 1.21 0.00
OTMx
kg 0.00 4.85 6.86
OTMz
kg-m -1.72 -1.21 0.00
Torque
kg-m -136 -96 0
kg-m -9 -392 -551
1 1 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.82 6.81
Vz
kg 1.70 1.20 0.00
OTMx
kg 0.00 4.82 6.81
OTMz
kg-m -1.70 -1.20 0.00
Torque
kg-m -131 -93 0
kg-m 17 -354 -508
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.81 4.82 0.00
Vz
kg 0.00 1.20 1.70
OTMx
kg 0.00 1.20 1.70
OTMz
kg-m -6.81 -4.82 0.00
Torque
kg-m -541 -388 -17
kg-m 0 -93 -131
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 77 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.82 6.81
Vz
kg 1.70 1.20 0.00
OTMx
kg 0.00 4.82 6.81
OTMz
kg-m -1.70 -1.20 0.00
Torque
kg-m -131 -93 0
kg-m -17 -388 -541
2 1 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.79 6.77
Vz
kg 1.69 1.20 0.00
OTMx
kg 0.00 4.79 6.77
OTMz
kg-m -1.69 -1.20 0.00
Torque
kg-m -128 -90 0
kg-m 17 -345 -495
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B
Wind Azimuth °
Fa
Fs
kg 0
Vx
kg 6.77
Vz
kg 0.00
OTMx
kg 0.00
OTMz
kg-m -6.77
Torque
kg-m -528
kg-m 0
0
Page
Job
RISATower
42 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B
Wind Azimuth ° 45 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 4.79 0.00
Vz
kg 1.20 1.69
OTMx
kg 1.20 1.69
OTMz
kg-m -4.79 0.00
Torque
kg-m -378 -17
kg-m -90 -128
-1 -2
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 4.79 6.77
Vz
kg 1.69 1.20 0.00
OTMx
kg 0.00 4.79 6.77
OTMz
kg-m -1.69 -1.20 0.00
Torque
kg-m -128 -90 0
kg-m -17 -378 -528
2 1 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.76 6.74
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.76 6.74
OTMz
kg-m -1.68 -1.19 0.00
Torque
kg-m -125 -88 0
kg-m 17 -336 -482
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.74 4.76 0.00
Vz
kg 0.00 1.19 1.68
OTMx
kg 0.00 1.19 1.68
OTMz
kg-m -6.74 -4.76 0.00
Torque
kg-m -515 -369 -17
kg-m 0 -88 -125
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 74 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.76 6.74
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.76 6.74
OTMz
kg-m -1.68 -1.19 0.00
Torque
kg-m -125 -88 0
kg-m -17 -369 -515
2 1 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.74 6.71
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.74 6.71
OTMz
kg-m -1.68 -1.19 0.00
Torque
kg-m -122 -87 0
kg-m 17 -330 -473
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.71 4.74
Vz
kg 0.00 1.19
OTMx
kg 0.00 1.19
OTMz
kg-m -6.71 -4.74
Torque
kg-m -507 -363
kg-m 0 -87
0 -1
Page
Job
RISATower
43 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 73 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 1.68
OTMx
kg 1.68
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -122
-2
2 ANT TV 0.20x0.80m - Elevation 71 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 4.71 6.66
Vz
kg 1.66 1.18 0.00
OTMx
kg 0.00 4.71 6.66
OTMz
kg-m -1.66 -1.18 0.00
Torque
kg-m -118 -84 0
kg-m 17 -317 -456
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 71 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.66 4.71 0.00
Vz
kg 0.00 1.18 1.66
OTMx
kg 0.00 1.18 1.66
OTMz
kg-m -6.66 -4.71 0.00
Torque
kg-m -489 -351 -17
kg-m 0 -84 -118
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 70 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.69 6.63
Vz
kg 1.66 1.17 0.00
OTMx
kg 0.00 4.69 6.63
OTMz
kg-m -1.66 -1.17 0.00
Torque
kg-m -116 -82 0
kg-m 17 -311 -447
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 70 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.63 4.69 0.00
Vz
kg 0.00 1.17 1.66
OTMx
kg 0.00 1.17 1.66
OTMz
kg-m -6.63 -4.69 0.00
Torque
kg-m -481 -345 -17
kg-m 0 -82 -116
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 70 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.69 6.63
Vz
kg 1.66 1.17 0.00
OTMx
kg 0.00 4.69 6.63
OTMz
kg-m -1.66 -1.17 0.00
Torque
kg-m -116 -82 0
kg-m -17 -345 -481
2 1 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 4.65
Vz
kg 1.64 1.16
OTMx
kg 0.00 4.65
OTMz
kg-m -1.64 -1.16
Torque
kg-m -112 -79
kg-m 17 -299
-2 -1
Page
Job
RISATower
44 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 68 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.58
Vz
kg 0.00
OTMx
kg 6.58
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -430
0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face B
Fs
kg
0 45 90
Vx
kg 6.58 4.65 0.00
Vz
kg 0.00 1.16 1.64
OTMx
kg 0.00 1.16 1.64
OTMz
kg-m -6.58 -4.65 0.00
Torque
kg-m -464 -333 -17
kg-m 0 -79 -112
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 68 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.65 6.58
Vz
kg 1.64 1.16 0.00
OTMx
kg 0.00 4.65 6.58
OTMz
kg-m -1.64 -1.16 0.00
Torque
kg-m -112 -79 0
kg-m -17 -333 -464
2 1 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.62 6.53
Vz
kg 1.63 1.16 0.00
OTMx
kg 0.00 4.62 6.53
OTMz
kg-m -1.63 -1.16 0.00
Torque
kg-m -109 -77 0
kg-m 17 -290 -418
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.53 4.62 0.00
Vz
kg 0.00 1.16 1.63
OTMx
kg 0.00 1.16 1.63
OTMz
kg-m -6.53 -4.62 0.00
Torque
kg-m -451 -324 -17
kg-m 0 -77 -109
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.62 6.53
Vz
kg 1.63 1.16 0.00
OTMx
kg 0.00 4.62 6.53
OTMz
kg-m -1.63 -1.16 0.00
Torque
kg-m -109 -77 0
kg-m -17 -324 -451
2 1 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 4.59
Vz
kg 1.62 1.15
OTMx
kg 0.00 4.59
OTMz
kg-m -1.62 -1.15
Torque
kg-m -105 -75
kg-m 17 -282
-2 -1
Page
Job
RISATower
45 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 65 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.49
Vz
kg 0.00
OTMx
kg 6.49
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -405
0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face B
Fs
kg
0 45 90
Vx
kg 6.49 4.59 0.00
Vz
kg 0.00 1.15 1.62
OTMx
kg 0.00 1.15 1.62
OTMz
kg-m -6.49 -4.59 0.00
Torque
kg-m -439 -315 -17
kg-m 0 -75 -105
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 65 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.59 6.49
Vz
kg 1.62 1.15 0.00
OTMx
kg 0.00 4.59 6.49
OTMz
kg-m -1.62 -1.15 0.00
Torque
kg-m -105 -75 0
kg-m -17 -315 -439
2 1 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.57 6.46
Vz
kg 1.62 1.14 0.00
OTMx
kg 0.00 4.57 6.46
OTMz
kg-m -1.62 -1.14 0.00
Torque
kg-m -103 -73 0
kg-m 17 -276 -397
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.46 4.57 0.00
Vz
kg 0.00 1.14 1.62
OTMx
kg 0.00 1.14 1.62
OTMz
kg-m -6.46 -4.57 0.00
Torque
kg-m -430 -309 -17
kg-m 0 -73 -103
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 62 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.53 6.40
Vz
kg 1.60 1.13 0.00
OTMx
kg 0.00 4.53 6.40
OTMz
kg-m -1.60 -1.13 0.00
Torque
kg-m -99 -70 0
kg-m 17 -264 -380
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 62 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.40 4.53
Vz
kg 0.00 1.13
OTMx
kg 0.00 1.13
OTMz
kg-m -6.40 -4.53
Torque
kg-m -414 -298
kg-m 0 -70
0 -1
Page
Job
RISATower
46 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 62 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 1.60
OTMx
kg 1.60
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -99
-2
2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D
Fs
kg
0 45 90
Vx
kg 6.31 8.93 6.31
Vz
kg 2.10 0.00 2.10
OTMx
kg 2.98 6.31 5.95
OTMz
kg-m -5.95 -6.31 -2.98
Torque
kg-m -248 -265 -105
kg-m -105 -265 -248
-4 0 4
2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.53 9.23 6.53
Vz
kg 2.18 0.00 2.18
OTMx
kg 3.08 6.53 6.16
OTMz
kg-m -6.16 -6.53 -3.08
Torque
kg-m -295 -315 -129
kg-m -129 -315 -295
-4 0 4
2 ANT TV 0.25x0.90m - Elevation 45 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.96 7.01
Vz
kg 1.75 1.24 0.00
OTMx
kg 0.00 4.96 7.01
OTMz
kg-m -1.75 -1.24 0.00
Torque
kg-m -79 -56 0
kg-m 28 -195 -288
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 45 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 7.01 4.96 0.00
Vz
kg 0.00 1.24 1.75
OTMx
kg 0.00 1.24 1.75
OTMz
kg-m -7.01 -4.96 0.00
Torque
kg-m -298 -205 18
kg-m 0 -56 -79
0 1 2
2 ANT TV 0.25x0.90m - Elevation 42 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.86 6.88
Vz
kg 1.72 1.22 0.00
OTMx
kg 0.00 4.86 6.88
OTMz
kg-m -1.72 -1.22 0.00
Torque
kg-m -72 -51 0
kg-m 28 -176 -261
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 42 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.88 4.86
Vz
kg 0.00 1.22
OTMx
kg 0.00 1.22
OTMz
kg-m -6.88 -4.86
Torque
kg-m -271 -186
kg-m 0 -51
0 1
Page
Job
RISATower
47 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.25x0.90m - Elevation 42 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
0.00
1.72
OTMx
kg
OTMz
kg-m
1.72
0.00
Torque
kg-m 18
kg-m -72
2
2 ANT TV 0.25x0.90m - Elevation 41 - From Face A
Fs
kg
0 45 90
Vx
kg
Vz
kg
0.00 4.83 6.83
1.71 1.21 0.00
OTMx
kg
OTMz
kg-m
0.00 4.83 6.83
-1.71 -1.21 0.00
Torque
kg-m -70 -49 0
kg-m 28 -170 -252
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 41 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
6.83 4.83 0.00
0.00 1.21 1.71
OTMx
kg
OTMz
kg-m
0.00 1.21 1.71
-6.83 -4.83 0.00
Torque
kg-m -262 -180 18
kg-m 0 -49 -70
0 1 2
2 ANT TV 0.25x0.90m - Elevation 39 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
0.00 4.76 6.73
1.68 1.19 0.00
OTMx
kg
OTMz
kg-m
0.00 4.76 6.73
-1.68 -1.19 0.00
Torque
kg-m -66 -46 0
kg-m 28 -158 -235
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 39 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
6.73 4.76 0.00
0.00 1.19 1.68
OTMx
kg
OTMz
kg-m
0.00 1.19 1.68
-6.73 -4.76 0.00
Torque
kg-m -245 -168 18
kg-m 0 -46 -66
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -159.34 -116.95 -6.05
kg-m
kg-m
kg-m
6.05 145.28 199.40
-10081 -7361 -355
-55 -9099 -12664
-24 -21 -6
Dish Pressures - No Ice
0 1 2
48 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Dish Description
Aiming Azimuth ° 315.0000 45.0000 Sum Weight:
16.0000 8 FT DISH 16.0000 8 FT DISH
Weight kg
Offsetx m
113.85 113.85 227.70
Offsetz m
-2.7663 2.7663
Kz
-2.7663 -2.7663
AA m2
1.142 1.142
Designed by
Ing. C. Londoño M.
qz kPa
4.6730 4.6730
0.78 0.78
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CM
0.000000 0.000000 0.000000
CA
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
8 FT DISH - Elevation 16 - From Leg A FA FS FM Vx kg 676.36 676.36 676.36
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 478.26 676.36
8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx kg 676.36 676.36 676.36
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
kg -676.36 -478.26 0.00
0.00 478.26 676.36
kg -676.36 -478.26 0.00
OTMx
OTMz
kg-m -11137 -7967 -315
kg-m
OTMx
OTMz
kg-m -11137 -7967 -315
kg-m
315 -7337 -10507
-315 -7967 -11137
Torque kg-m -1871 -2646 -1871
Torque kg-m 1871 0 -1871
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1352.73 -956.52 0.00
kg-m
kg-m
kg-m
0.00 956.52 1352.73
-22274 -15934 -630
0 -15304 -21644
0 -2646 -3742
Dish Pressures - Service Elevation m
Dish Description
16.0000 8 FT DISH 16.0000 8 FT DISH
Aiming Azimuth ° 315.0000 45.0000 Sum Weight:
Weight kg 113.85 113.85 227.70
Offsetx m
Offsetz m
-2.7663 2.7663
-2.7663 -2.7663
Kz 1.142 1.142
Dish Vectors - Service 8 FT DISH - Elevation 16 - From Leg A
AA m2 4.6730 4.6730
qz kPa 0.19 0.19
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
FA
FS
kg 169.09 169.09 169.09
kg
FM
Vx
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 119.57 169.09
8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx
CM
0.000000 0.000000 0.000000
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM
0.000000 0.000000 0.000000
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CA
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Wind Azimuth ° 0 45 90
49 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
0.000000 0.000000 0.000000
kg 169.09 169.09 169.09
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
kg -169.09 -119.57 0.00
0.00 119.57 169.09
kg -169.09 -119.57 0.00
OTMx
OTMz
kg-m -3020 -2228 -315
kg-m
OTMx
OTMz
kg-m -3020 -2228 -315
kg-m
Ing. C. Londoño M.
Torque
315 -1598 -2391
kg-m -468 -662 -468
Torque
-315 -2228 -3020
kg-m 468 0 -468
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
kg
kg -338.18 -239.13 0.00
kg-m
0.00 239.13 338.18
OTMz
Torque
kg-m -6041 -4456 -630
kg-m 0 -3826 -5411
0 -662 -936
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
kg-m 0 0 0
0 45 90
Vx
Vz
kg
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 80
kg-m 0 0 0
User Load Totals - No Ice Wind Azimuth °
Torque
0 0 0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
0 45 90
Offsetz
m 0.0000 0.0000 0.0000
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F
m 0.0000 0.0000 0.0000
09:32:28 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Offsetx
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Wind Azimuth °
50 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg
OTMz
kg-m
0.00 0.00 0.00
0.00 0.00 0.00
Torque
kg-m 0 0 0
Ing. C. Londoño M.
kg-m 0 0 0
User Load Totals - Service Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m
kg-m
0 0 0
0 0 0
0 0 0
Force Totals (Does not include forces on guys) Load Case
Leg Weight Bracing Weight Total Member Self-Weight Guy Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Vertical Forces kg 7394.05 7910.66 15304.71 449.74 17608.61
Sum of Forces X kg
Sum of Forces Z kg
Sum of Torques
kg-m
24.22 12213.35 15030.84
-14870.58 -12100.03 -24.22
-96 -256 -747
6.05 3053.34 3757.71
-3717.65 -3025.01 -6.05
-24 -64 -187
17608.61
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg - Service+Guy Dead+Wind 45 deg - Service+Guy Dead+Wind 90 deg - Service+Guy
0 0 0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
80 - 78.37
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Diagonal
Top Girt
T2
78.37 - 73.36
Leg
Diagonal
Top Girt
Mid Girt
T3
73.36 - 70.02
51 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Leg
Diagonal
Top Girt
Gov. Load Comb. 1 3 4 4 4 4 4 4 3 3 3 3 4 1 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 1 1 3 1 3 4 4 1 3 1 3 3 3 4 2 2 2 3 3 3 3 3 3 4 4 1 3
Force kg 0.00 -133.34 -60.70 -116.71 -38.52 38.52 23.20 -69.50 7.62 5.29 -3.52 1.29 14.17 0.00 10.30 6.24 2.99 0.00 1165.85 -1575.48 62.53 -259.54 -36.03 36.02 461.84 -581.84 44.57 -577.27 -4.33 1.35 60.99 0.00 30.11 5.22 2.99 0.00 284.38 -172.85 51.42 -119.75 2.99 0.00 3244.92 -3831.78 -2533.34 -1688.43 32.62 -32.83 853.14 -1008.05 -27.51 -1003.49 -5.27 1.51 432.50 -304.50 58.02 -215.88
Major Axis Moment kg-m 0 -8 11 0 11 0 0 0 2 -1 2 0 0 0 -1 0 0 0 7 -7 11 0 10 0 0 0 3 -2 3 0 0 0 -1 0 0 0 0 0 -1 0 0 0 8 -7 -11 1 9 1 0 0 4 -3 4 0 0 0 -1 0
Minor Axis Moment kg-m 0 -9 0 -11 0 -11 0 0 1 1 1 0 0 0 0 0 0 0 8 -8 0 -11 0 -10 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 -7 2 -11 -1 -9 0 0 1 1 1 0 0 0 0 0
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T4
70.02 - 65.01
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
52 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Mid Girt
Guy A
Guy B
Guy C
Guy D
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan
Gov. Load Comb. 1 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3
Force kg 2.99 0.00 611.36 -465.41 65.16 -334.19 2.99 0.00 4367.03 -7145.28 -3564.10 2718.40 -40.60 40.34 1272.95 -1284.56 -712.53 -1280.00 -6.98 -2.58 866.07 -783.52 50.00 -582.71 2.99 0.00 1308.48 -367.22 285.12 754.33 2.99 0.00 3442.51 3494.56 2939.43 1889.58 34.37 -2836.03 1950.63 53.41 1152.74 1205.28 1014.72 650.42 0.00 -951.71 650.42 0.00 3349.99 3402.05 2862.57 1838.06 35.04 -2759.17 1899.11 52.75 4723.12 4775.19 4008.21 2595.51 0.38
Major Axis Moment kg-m 0 0 0 0 -1 0 0 0 7 -8 -13 -3 -12 -2 0 0 5 -4 5 0 0 0 -1 0 0 0 0 0 -1 0 0 0
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 7 -8 3 14 2 11 0 0 2 -3 2 0 0 0 0 0 0 0 0 0 0 0 0 0
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T5
65.01 - 60
Component Type
Leg
Diagonal
Top Girt
Mid Girt
T6
60 - 58.2
Leg
Diagonal
Top Girt
T7
58.2 - 56.4
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
53 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 3 3 4 3 3 3 3 3 4 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 4 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 4 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3
Force kg -3893.46 2673.72 0.38 1901.82 -11689.22 627.42 -126.95 60.30 -41.61 307.91 -1297.32 -198.52 -1292.76 -7.41 -6.62 964.79 -233.90 244.22 -78.94 2.99 0.00 849.53 -248.19 206.33 -117.87 2.99 0.00 1882.58 -11526.12 1217.89 858.99 -58.60 -31.93 316.18 -1537.58 -1531.10 -1531.10 -6.58 40.04 379.64 -115.09 316.88 369.06 2.97 -0.29 1907.83 -10614.69 -10614.69 -754.99 -35.99 36.56 206.36 -840.08 -830.66 -830.66 -4.55 21.38 733.59 -207.09 733.59 693.42
Major Axis Moment kg-m
Minor Axis Moment kg-m
-5 -33 -55 -2 -55 -2 0 0 6 -5 6 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -7 17 -55 49 -55 49 0 0 5 5 5 0 0 0 -1 0 0 0 -3 22 22 -14 -3 -14 0 0 3 3 3 0 0 0 -1 0
-8 -1 -2 -13 -2 -13 0 0 5 -7 5 0 0 0 0 0 0 0 0 0 0 0 0 0 -9 -1 -2 -13 -2 -13 0 0 -38 -38 -38 0 0 0 0 0 0 0 -1 -1 -1 -15 -1 -15 0 0 -23 -23 -23 0 0 0 0 0
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T8
56.4 - 52.32
Component Type
Leg
Diagonal
Top Girt
Mid Girt
T9
52.32 - 48.24
Leg
Diagonal
Top Girt
Mid Girt
T10
48.24 - 44.16
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
54 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 4 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3
Force kg 3.92 -0.38 3988.47 -11866.76 -10617.42 -1429.69 -45.49 -47.42 719.49 -1133.49 -28.72 -882.06 -4.33 -3.75 1207.78 -253.28 345.36 1079.62 4.89 -0.00 747.61 -213.31 197.40 660.26 4.89 -0.00 7340.58 -15205.68 -15205.68 -1793.91 -35.05 40.11 1002.96 -1461.08 -143.79 -518.64 -4.46 3.36 911.17 -317.36 222.34 800.24 4.89 -0.00 1031.58 -410.23 235.42 902.76 4.89 -0.00 9037.56 -18760.12 -18760.12 -3143.58 41.59 -46.19 1382.60 -1595.57 -663.43 -1582.91 -4.80
Major Axis Moment kg-m 0 0 -18 15 22 -1 -18 3 0 0 3 1 3 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -13 15 15 0 15 0 0 0 3 0 3 0 0 0 -2 0 0 0 0 0 -2 0 0 0 -12 18 18 0 15 0 0 0 3 1 3
Minor Axis Moment kg-m 0 0 -2 -1 -1 -17 -2 -17 0 0 -4 5 -4 5 0 0 0 0 0 0 0 0 0 0 0 0 -2 -1 -1 -19 -1 -19 0 0 -3 -5 -3 -5 0 0 0 0 0 0 0 0 0 0 0 0 -2 -1 -1 -24 -1 -19 0 0 -3 4 -3
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
Guy A
Guy B
Guy C
Guy D
T11
44.16 - 40.08
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
55 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 4 4 1 3 1 3 4 1 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 4 4 1 3
Force kg -3.03 1154.80 -659.70 191.16 988.40 4.89 -0.00 1512.60 0.00 770.41 1472.60 4.89 -0.00 2614.76 2650.12 1928.57 1817.45 25.63 -1850.04 1847.51 32.60 1160.19 1195.70 870.96 819.22 0.00 -821.53 819.22 0.00 2572.63 2607.99 1898.37 1788.06 25.77 -1819.84 1818.12 32.46 3496.87 3532.26 2562.86 2430.76 0.11 -2479.47 2465.84 0.11 9456.05 -21082.07 -2170.27 -2859.37 -56.20 56.62 786.84 -1673.66 -629.91 -1488.78 -4.95 -2.30 1397.56 -600.54 311.42 1232.66
Major Axis Moment kg-m 0 0 0 -2 0 0 0 0 0 -2 0 0 0
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 0 0 0 0 0
14 -19 27 -27 -26 -7 0 0 3 1 3 0 0 0 -2 0
17 -18 -25 28 7 26 0 0 -2 3 -2 0 0 0 0 0
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T12
40.08 - 36
Leg
Diagonal
Top Girt
Mid Girt
T13
36 - 34
Leg
Diagonal
Top Girt
T14
34 - 32
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
56 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 1 3 4 4 1 3 1 3 3 3 3 3 3 4 3 3 3 3 3 3 4 4 1 4 1 4 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 2 4 4 3 3 3 3
Force kg 4.89 -0.00 1477.78 -537.50 368.62 1321.48 4.89 -0.00 11872.78 -24364.99 -2501.84 -2705.40 -54.29 50.48 1224.19 -2220.69 -767.97 -1568.82 -5.36 1.75 1561.52 -617.20 373.63 469.31 4.89 -0.00 1775.83 -745.56 410.44 1633.37 4.89 0.00 12531.17 -25077.85 -2248.91 -2940.00 59.25 -60.81 810.61 -1986.12 -1974.03 -766.20 -7.23 1.45 718.51 -347.06 718.51 -277.37 4.87 -0.39 12241.66 -24461.83 -3020.04 -3635.77 51.04 54.70 481.41 -1329.89 -1313.21 -548.18 -7.33
Major Axis Moment kg-m 0 0 0 0 -2 0 0 0 12 -27 -36 -36 -36 -14 0 0 4 0 4 0 0 0 -2 0 0 0 0 0 -2 0 0 0 17 -15 44 -44 -44 -44 0 0 5 -3 5 0 0 0 -2 0 0 0 15 -21 44 -44 35 -17 0 0 5 -2 5
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 15 -27 36 36 36 30 0 0 -1 -2 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 17 -14 -42 46 46 46 0 0 0 -1 0 0 0 0 0 0 0 0 18 -20 -41 46 -14 37 0 0 0 -2 0
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
T15
32 - 30
Leg
Diagonal
Top Girt
T16
30 - 28
Leg
Diagonal
Top Girt
T17
28 - 24
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
57 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 4 4 4 3 4 3 3 3 3 3 2 4 4 3 3 3 3 3 4 4 4 3 4 3 3 3 2 4 2 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 2 4 2 4 3 4 3 4 3 4 4 4 1 3 1 3
Force kg 1.45 1557.17 -646.64 1557.17 -500.80 7.23 0.57 12139.54 -24014.39 -3618.45 -4177.31 56.02 59.68 391.32 -1021.81 -1001.23 -549.33 -7.27 1.50 1228.15 -480.97 1228.15 -366.75 8.31 -0.66 12241.33 -23921.61 5060.45 5443.82 -74.92 -79.47 311.12 -762.94 -738.40 -490.04 -7.44 1.50 1023.78 -372.76 263.42 -278.69 -9.39 -0.74 12139.89 -22317.45 5001.21 5318.39 -115.98 -123.33 857.68 -1803.68 680.09 -1788.70 8.38 5.23 1592.17 -596.37 411.15 -447.02 16.72 -1.32
Major Axis Moment kg-m 0 0 0 -4 0 0 0 19 -11 30 -29 29 -6 0 0 5 -1 5 0 0 0 -5 0 0 0 10 -48 63 -6 63 -6 0 0 5 0 5 0 0 0 -6 0 0 0 46 -69 88 -7 88 -7 0 0 6 4 6 0 0 0 -13 0 0 0
Minor Axis Moment kg-m 0 0 0 0 0 0 0 21 -10 -27 32 -5 31 0 0 0 -2 0 0 0 0 0 0 0 0 11 -43 -3 66 -3 66 0 0 0 -2 0 0 0 0 0 1 0 0 52 -60 -2 94 -2 94 0 0 -2 -11 2 0 0 0 0 1 0 0
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section No.
Elevation m
Component Type
Condition
T18
24 - 20
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension
Diagonal
Top Girt
T19
20 - 16
Leg
Diagonal
Top Girt
T20
16 - 12
Leg
Diagonal
Top Girt
T21
12 - 8
58 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Leg
Diagonal
Gov. Load Comb. 3 3 2 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 2 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 2 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 2 4 2 4 3
Force kg 13266.50 -23579.31 5426.13 5703.73 115.87 123.06 934.75 -1647.74 754.49 -1477.37 9.64 4.90 1968.30 -751.55 509.00 -563.03 20.17 1.60 14596.44 -25109.65 5841.39 6087.97 -120.40 -127.92 1018.39 -1639.53 836.73 -1299.30 10.93 5.62 1800.06 -686.99 476.21 -489.18 23.62 -1.87 16417.45 -27361.35 6823.52 7045.28 137.41 146.31 1439.16 -1925.36 1243.46 -1164.00 12.23 -6.74 1673.66 -689.67 447.75 -492.55 31.78 -2.51 18621.77 -29883.67 7884.57 8086.23 -190.54 -201.24 1349.39
Major Axis Moment kg-m 66 -59 88 -7 88 -7 0 0 7 5 7 0 0 0 -19 0 0 0 58 -78 100 -6 100 -6 0 0 8 6 8 0 0 0 -26 0 0 0 74 -14 100 -6 100 -6 0 0 9 8 9 0 0 0 -39 0 0 0 14 -240 329 -9 329 -9 0
Minor Axis Moment kg-m 75 -53 -2 94 -2 94 0 0 -2 -11 -2 0 0 0 0 1 0 0 64 -66 1 108 1 108 0 0 -2 -14 -2 0 0 0 0 2 0 0 86 -14 1 108 1 108 0 0 2 19 2 0 0 0 0 3 0 0 14 -212 9 348 9 348 0
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
8-0
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Top Girt
T22
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
Leg
Diagonal
Top Girt
Gov. Load Comb. 3 3 4 3 4 4 4 1 3 1 3 3 3 2 4 2 4 3 4 3 4 3 4 4 4 1 3 1 3
Force kg -1803.95 1179.53 -1018.71 13.56 -8.01 1547.66 -627.01 418.76 -455.73 35.83 -2.84 20869.04 -33718.02 9172.62 9339.08 268.25 283.55 2537.63 -2410.63 2386.76 -565.91 21.29 -13.97 1023.18 -1132.84 385.67 -802.69 42.01 -3.33
Major Axis Moment kg-m 0 11 9 11 0 0 0 -50 0 0 0 243 0 329 -9 329 -9 0 0 25 17 25 0 0 0 -65 0 0 0
Maximum Reactions Location
Condition
Leg D
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert
Leg C
Leg B
Leg A
59 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
6173.22 6173.22 -24055.94 -24055.94 -24055.94 6173.22 25186.67 -10699.95 -10699.95 -10699.95 25186.67 25186.67 36517.53 6169.66 36517.53 6169.66 36517.53 6169.66 24910.09 24910.09 24910.09 -10878.82
687.34 687.34 -3475.19 -3475.19 -3475.19 687.34 -3497.77 1548.09 1548.09 1548.09 -3497.77 -3497.77 -4192.96 -690.03 -4192.96 -690.03 -4192.96 -690.03 2301.29 2301.29 2301.29 -1974.27
-687.28 -687.28 3508.55 3508.55 3508.55 -687.28 -2351.00 1943.73 1943.73 1943.73 -2351.00 -2351.00 4183.72 690.08 4183.72 690.08 4183.72 690.08 3514.54 3514.54 3514.54 -1545.06
Minor Axis Moment kg-m 0 3 24 3 0 0 0 0 4 0 0 272 0 9 348 9 348 0 0 3 60 3 0 0 0 0 5 0 0
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Guy D @ 46 m Elev 0 m Azimuth 225 deg
Guy C @ 46 m Elev 0 m Azimuth 135 deg
Guy B @ 46 m Elev 0 m Azimuth 45 deg
Guy A @ 46 m Elev 0 m Azimuth -45 deg
Condition
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Location
60 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vertical kg
Horizontal, X kg
Horizontal, Z kg
Min. H x Min. H z Max. Vert
Gov. Load Comb. 4 4 1
-10878.82 -10878.82 -1765.46
-1974.27 -1974.27 -1034.86
-1545.06 -1545.06 1034.86
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 3 3 1 4
-1765.46 -6372.93 -6372.93 -6372.93 -1765.46 -803.60
-1034.86 -3634.56 -3634.56 -3634.56 -1034.86 377.38
1034.86 3633.87 3633.87 3633.87 1034.86 482.36
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
2 2 2 4 4 3
-4579.01 -4579.01 -4579.01 -803.60 -803.60 -260.88
2568.22 2568.22 2568.22 377.38 377.38 102.55
2688.73 2688.73 2688.73 482.36 482.36 -102.58
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 1 3 1 2
-1773.25 -260.88 -1773.25 -260.88 -1773.25 -823.24
1039.20 102.55 1039.20 102.55 1039.20 -493.25
-1039.19 -102.58 -1039.19 -102.58 -1039.19 -388.30
Max. Hx Max. Hz Min. Vert Min. H x Min. H z
2 2 4 4 4
-823.24 -823.24 -4686.07 -4686.07 -4686.07
-493.25 -493.25 -2746.51 -2746.51 -2746.51
-388.30 -388.30 -2624.87 -2624.87 -2624.87
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy
Vertical
5.48 18.99
-3.21 -10934.93
Overturning Moment, Mx kg-m 117 -267783
29170.07
8935.21
-8927.48
-226242
-228059
-259
28595.48
10955.52
-16.85
-531
-271023
-749
24778.96
8.55
-2626.59
-59428
-226
-25
24774.38
2124.65
-2122.16
-48736
-49253
-64
24781.13
2628.98
-6.21
-18
-60064
-187
kg 24686.02 28417.95
Shearx
Shearz
kg
kg
Overturning Moment, Mz kg-m -90 -708
Torque kg-m 0 -99
Page
Job
RISATower
61 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg 0.00 24.22 12698.01 15701.55 6.05 3174.50 3925.39
Sum of Applied Forces PY kg -17608.61 -17608.61 -17608.61 -17608.61 -17608.61 -17608.61 -17608.61
PZ kg 0.00 -15541.30 -12584.70 -24.22 -3885.32 -3146.17 -6.05
PX kg -0.00 -24.21 -12697.70 -15701.20 -6.06 -3174.30 -3925.23
Sum of Reactions PY kg 17608.60 17608.59 17608.60 17608.58 17608.61 17608.60 17608.61
PZ kg 0.00 15540.97 12584.38 24.21 3885.17 3145.99 6.05
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes Yes Yes Yes Yes Yes Yes
Number of Cycles 12 19 21 19 14 12 14
Displacement Tolerance 0.00000001 0.00008949 0.00000001 0.00009337 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00007183 0.00010081 0.00008403 0.00010110 0.00007749 0.00012436 0.00008169
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22
Elevation m 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0
Horz. Deflection mm 95.69 91.49 78.66 70.49 59.81 50.32 47.14 44.02 37.09 30.58 24.77 19.73 15.44 13.73 12.18 10.75 9.44 7.11 5.13 3.49 2.12 1.11
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.1475 0.1474 0.1425 0.1325 0.1128 0.1039 0.1007 0.0984 0.0932 0.0853 0.0752 0.0646 0.0521 0.0469 0.0426 0.0388 0.0353 0.0294 0.0240 0.0187 0.0135 0.0081
° 0.0116 0.0116 0.0117 0.0117 0.0115 0.0108 0.0104 0.0102 0.0095 0.0084 0.0069 0.0051 0.0029 0.0022 0.0016 0.0012 0.0009 0.0003 0.0005 0.0010 0.0006 0.0003
% Error 0.000% 0.001% 0.002% 0.002% 0.001% 0.002% 0.001%
Page
Job
RISATower
62 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000
CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 FT DISH
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 95.69 93.11 87.96 84.11 80.28 77.75 72.82 70.45 66.74 65.98 62.83 59.79 57.82 53.99 39.91 30.21 27.57 25.90 22.01 20.81 18.50 3.49
° 0.1475 0.1474 0.1469 0.1458 0.1438 0.1418 0.1361 0.1324 0.1256 0.1241 0.1179 0.1127 0.1102 0.1068 0.0955 0.0847 0.0803 0.0773 0.0698 0.0671 0.0613 0.0187
° 0.0116 0.0116 0.0116 0.0117 0.0117 0.0117 0.0117 0.0117 0.0117 0.0117 0.0116 0.0115 0.0114 0.0111 0.0098 0.0083 0.0077 0.0072 0.0060 0.0056 0.0045 0.0010
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22
Elevation m 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0
Horz. Deflection mm 552.50 529.01 457.09 410.55 346.58 288.19 268.67 249.61 207.43 168.04 132.93 102.75 77.86 68.38 59.89 52.25 45.37 33.45 23.61 15.70 9.27 4.70
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 0.8251 0.8248 0.8073 0.7703 0.6886 0.6369 0.6164 0.6010 0.5661 0.5163 0.4525 0.3807 0.2958 0.2612 0.2329 0.2086 0.1870 0.1520 0.1210 0.0925 0.0655 0.0387
° 0.0462 0.0462 0.0464 0.0465 0.0458 0.0429 0.0415 0.0406 0.0378 0.0334 0.0276 0.0203 0.0117 0.0087 0.0065 0.0047 0.0034 0.0010 0.0022 0.0041 0.0023 0.0011
Radius of Curvature m Inf Inf 211587 82159 48841 30530 13356 11308 13016 13776 18378 25257 26790 25729 60460 22225 21090 20617 24151 26364 21187 73073
RISATower I. P. DOLMEN S.A.
63 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
09:32:28 10/10/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000
CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 FT DISH
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 552.50 538.09 509.27 487.69 466.21 451.98 423.93 410.28 388.47 383.95 364.95 346.46 334.38 310.81 224.57 165.84 149.88 139.76 116.36 109.15 95.54 15.70
° 0.8251 0.8250 0.8232 0.8191 0.8116 0.8044 0.7837 0.7700 0.7432 0.7371 0.7113 0.6884 0.6762 0.6565 0.5817 0.5128 0.4854 0.4662 0.4163 0.3984 0.3584 0.0925
° 0.0462 0.0462 0.0463 0.0463 0.0464 0.0464 0.0465 0.0465 0.0464 0.0464 0.0462 0.0458 0.0454 0.0444 0.0391 0.0331 0.0307 0.0289 0.0240 0.0221 0.0179 0.0041
Radius of Curvature m 265714 265714 60574 22427 13216 8337 3705 3121 3429 3576 4379 5239 5069 4254 8265 3770 3465 3305 3517 3673 2959 12204
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
Leg
A394T0
16
6
Maximum Load per Bolt kg 44.45
Diagonal
A394T0
16
1
69.50
3699.61
Top Girt
A394T0
16
1
14.17
2774.71
m T1
T2
T3
T4
80
78.37
73.36
70.02
Bolt Size mm
Number Of Bolts
Allowable Load kg 5536.87
Leg
A394T0
16
6
128.92
5536.87
Diagonal
A394T0
16
1
461.84
2774.71
Top Girt
A394T0
16
1
60.99
2774.71
Mid Girt
A394T0
16
1
284.38
2774.71
Leg
A394T0
16
6
873.39
5536.87
Diagonal
A394T0
16
1
853.13
2774.71
Top Girt
A394T0
16
1
432.50
2774.71
Mid Girt
A394T0
16
1
611.36
2774.71
Leg
A394T0
16
6
1778.57
5536.87
Diagonal
A394T0
16
1
1272.95
2774.71
Top Girt
A394T0
16
1
866.07
2774.71
Mid Girt
A394T0
16
1
1308.48
2774.71
Ratio Load Allowable 0.008 0.019 0.005 0.023 0.166 0.022 0.102 0.158 0.307 0.156 0.220 0.321 0.459 0.312 0.472
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T6
T7
T8
T9
T10
T11
T12
T13
T14
T15
T16
65.01
60
58.2
56.4
52.32
48.24
44.16
40.08
36
34
32
30
Leg
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m T5
64 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
A394T0
Bolt Size mm
Number Of Bolts
16
8
Maximum Load per Bolt kg 2253.30
Allowable Load kg 9979.03
Diagonal
A394T0
16
1
1297.32
3699.61
Top Girt
A394T0
16
1
964.79
2774.71
Mid Girt
A394T0
16
1
849.53
2774.71
Leg
A394T0
16
8
2881.53
9979.03
Diagonal
A394T0
16
1
1537.58
3699.61
Top Girt
A394T0
16
2
189.82
3699.61
Leg
A394T0
16
8
2653.67
9979.03
Diagonal
A394T0
16
1
840.09
3699.61
Top Girt
A394T0
16
2
366.79
3699.61
Leg
A394T0
19
6
3552.59
9979.03
Diagonal
A394T0
16
2
566.75
3699.61
Top Girt
A394T0
16
1
1207.78
2774.71
Mid Girt
A394T0
16
1
747.61
2774.71
Leg
A394T0
19
6
4481.12
9979.03
Diagonal
A394T0
16
1
1461.08
3699.61
Top Girt
A394T0
16
1
911.17
2774.71
Mid Girt
A394T0
16
1
1031.58
2774.71
Leg
A394T0
19
6
5748.92
9979.03
Diagonal
A394T0
16
1
1382.60
2774.71
Top Girt
A394T0
16
1
1154.80
2774.71
Mid Girt
A394T0
16
1
1512.60
2774.71
Leg
A394T0
19
6
6582.81
9950.69
Diagonal
A394T0
16
1
1673.66
3699.61
Mid Girt
A394T0
16
1
1477.78
2774.71
Leg
A394T0
19
6
7579.03
9950.69
Diagonal
A394T0
16
1
2220.69
3699.61
Mid Girt
A394T0
16
1
1775.83
2774.71
Leg
A394T0
19
6
8359.30
9950.69
Diagonal
A394T0
19
2
993.06
4439.54
Top Girt
A394T0
16
2
359.25
3699.61
Leg
A394T0
19
6
8153.96
9950.69
Diagonal
A394T0
19
2
664.95
4439.54
Top Girt
A394T0
16
2
778.58
3699.61
Leg
A394T0
19
6
8004.82
9950.69
Diagonal
A394T0
19
1
1021.81
4439.54
Top Girt
A394T0
16
1
1228.15
2774.71
Leg
A394T0
19
6
7973.88
9950.69
Diagonal
A394T0
19
1
762.94
4439.54
Top Girt
A394T0
16
1
1023.78
2774.71
Ratio Load Allowable 0.226 0.351 0.348 0.306 0.289 0.416 0.051 0.266 0.227 0.099 0.356 0.153 0.435 0.269 0.449 0.395 0.328 0.372 0.576 0.498 0.416 0.545 0.662 0.452 0.533 0.762 0.600 0.640 0.840 0.224 0.097 0.819 0.150 0.210 0.804 0.230 0.443 0.801 0.172 0.369
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T18
T19
T20
T21
T22
28
24
20
16
12
8
Leg
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m T17
65 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
A394T0
Bolt Size mm
Number Of Bolts
19
6
Maximum Load per Bolt kg 7439.14
Allowable Load kg 9950.69
Diagonal
A394T0
19
1
1803.68
4439.54
Top Girt
A394T0
16
1
1592.17
3699.61
Leg
A394T0
19
6
7859.76
9950.69
Diagonal
A394T0
19
1
1647.74
4439.54
Top Girt
A394T0
16
1
1968.31
3699.61
Leg
A394T0
19
6
8369.87
9950.69
Diagonal
A394T0
19
1
1639.53
4439.54
Top Girt
A394T0
16
1
1800.06
3699.61
Leg
A394T0
19
6
9120.43
9950.69
Diagonal
A394T0
19
1
1439.16
3083.01
Top Girt
A394T0
16
1
1673.66
3699.61
Leg
A394T0
19
6
9961.21
9950.69
Diagonal
A394T0
19
1
1349.39
3083.01
Top Girt
A394T0
16
1
1547.66
3699.61
Leg
A394T0
19
6
11239.34
9979.03
Diagonal
A394T0
19
1
2537.63
4110.68
Top Girt
A394T0
16
1
1023.18
4624.51
Ratio Load Allowable 0.748 0.406 0.430 0.790 0.371 0.532 0.841 0.369 0.487 0.917 0.467 0.452 1.001 0.438 0.418 1.126 0.617 0.221
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
Guy Design Data Section No. T4
T10
Elevation
Breaking Load kg 12201.66
Actual T kg 3494.56
Allowable Ta kg 7626.02
Required S.F.
13 EHS
Initial Tension kg 1220.16
13 EHS
1220.16
12201.66
1205.28
7626.02
1.600
68.3500 (C) (502) 68.3500 (D) (501) 46.2000 (A) (500) 46.2000 (B) (499)
13 EHS
1220.16
12201.66
3402.05
7626.02
1.600
13 EHS
1220.16
12201.66
4775.20
7626.02
1.600
13 EHS
1220.16
12201.66
2650.12
7626.02
1.600
13 EHS
1220.16
12201.66
1195.70
7626.02
1.600
46.2000 (C) (498) 46.2000 (D) (497)
13 EHS
1220.16
12201.66
2607.99
7626.02
1.600
13 EHS
1220.16
12201.66
3532.26
7626.02
1.600
m 68.3500 (A) (504) 68.3500 (B) (503)
Size
1.600
Actual S.F. 3.492 10.123 3.587 2.555 4.604 10.205 4.679 3.454
Page
Job
RISATower
66 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 60273
mm 768
Actual P kg -133.34
133.9 K=1.00
57421
768
-1575.48
4495.33
0.350
1.6700
111.1 K=1.00
83473
929
-3831.78
7907.84
0.485
5.0100
1.6700
111.1 K=1.00
83473
929
-7145.26
7907.84
0.904
2L76x76x6
5.0100
1.6700
112.1 K=1.00
81961
1858
-11689.22
15529.19
0.753
60 - 58.2
2L76x76x6
1.8169
1.8169
121.9 K=1.00
69241
1858
-11526.10
13119.07
0.879
T7
58.2 - 56.4
2L76x76x6
1.8169
1.8169
121.9 K=1.00
69241
1858
-10614.70
13119.07
0.809
T8
56.4 - 52.32
2L76x76x6
4.0800
2.0400
136.9 K=1.00
54927
1858
-11866.75
10406.91
1.140
T9
52.32 - 48.24
2L76x76x6
4.0800
2.0400
136.9 K=1.00
54927
1858
-15205.69
10406.91
1.461
T10
48.24 - 44.16
H1-3 (1.46 CR) - 227 2L76x76x6
4.0800
2.0400
136.9 K=1.00
54927
1858
-18760.13
10406.91
1.803
T11
44.16 - 40.08
H1-3 (1.80 CR) - 255 L102x102x10
4.0800
2.0400
101.9 K=1.00
98305
1845
-21082.07
18496.46
1.140
T12
40.08 - 36
L102x102x10
4.0800
2.0400
101.9 K=1.00
98305
1845
-24364.99
18496.46
1.317
T13
36 - 34
L127x127x10
2.0125
2.0125
80.0 K=1.00
130951
2329
-25077.86
31100.07
0.806
T14
34 - 32
L127x127x10
2.0124
2.0124
80.0 K=1.00
130955
2329
-24461.84
31101.07
0.787
T15
32 - 30
L127x127x10
2.0125
2.0125
80.0 K=1.00
130951
2329
-24014.41
31100.07
0.772
T16
30 - 28
L127x127x10
2.0125
2.0125
80.0 K=1.00
130951
2329
-23921.61
31100.07
0.769
T17
28 - 24
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-22317.48
31100.57
0.718
T18
24 - 20
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-23579.33
31100.57
0.758
T19
20 - 16
L127x127x10
4.0250
4.0250
80.0 K=0.50
130951
2329
-25109.66
31100.07
0.807
T20
16 - 12
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-27361.33
31100.57
0.880
T21
12 - 8
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-29883.67
31100.57
0.961
T22
8-0
L127x127x13
8.0500
8.0500
106.4 K=0.33
90943
3065
-33718.03
28419.25
1.186
T1
m 80 - 78.37
L64x64x6
m 1.6300
m 1.6300
T2
78.37 - 73.36
L64x64x6
5.0100
1.6700
T3
73.36 - 70.02
L76x76x6
3.3400
T4
70.02 - 65.01
L76x76x6
T5
65.01 - 60
T6
Kl/r
130.7 K=1.00
Fa
A 2
Allow. Pa kg 4718.68
Ratio P Pa 0.028
RISATower I. P. DOLMEN S.A.
67 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 95810
mm 461
Actual P kg -69.50
94.1 K=1.00
94498
461
-581.84
4445.04
0.131
0.9306
93.0 K=1.00
95465
461
-1008.05
4490.52
0.224
1.9997
0.9306
93.0 K=1.00
95465
461
-1284.56
4490.52
0.286
L51x51x5
1.9997
0.9306
93.0 K=1.00
95465
461
-1297.32
4490.52
0.289
60 - 58.2
L51x51x5
2.2127
1.1927
119.2 K=1.00
71702
461
-1537.58
3372.74
0.456
T7
58.2 - 56.4
L51x51x5
2.4313
1.2899
128.9 K=1.00
61976
461
-840.09
2915.25
0.288
T8
56.4 - 52.32
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-1133.50
2858.17
0.397
T9
52.32 - 48.24
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-1461.08
2858.17
0.511
T10
48.24 - 44.16
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-1595.57
2858.17
0.558
T11
44.16 - 40.08
L51x51x5
2.7206
1.2835
128.3 K=1.00
62593
461
-1673.66
2944.30
0.568
T12
40.08 - 36
L51x51x5
2.7206
1.2835
128.3 K=1.00
62593
461
-2220.69
2944.30
0.754
T13
36 - 34
L64x64x5
2.8037
1.4247
113.3 K=1.00
77365
582
-1986.12
4590.90
0.433
T14
34 - 32
L64x64x5
3.0332
1.5375
122.3 K=1.00
68621
582
-1329.89
4072.00
0.327
T15
32 - 30
L64x64x5
3.2773
1.6587
131.9 K=1.00
59155
582
-1021.81
3510.30
0.291
T16
30 - 28
L64x64x5
3.5333
1.7859
142.0 K=1.00
51030
582
-762.94
3028.16
0.252
T17
28 - 24
L64x64x5
5.2486
2.7717
140.3 K=1.00
52335
582
-1803.68
3105.62
0.581
T18
24 - 20
L64x64x5
5.6774
2.9729
150.4 K=1.00
45492
582
-1647.74
2699.56
0.610
T19
20 - 16
L64x64x5
6.1419
3.1966
161.8 K=1.00
39347
582
-1639.53
2334.89
0.702
T20
16 - 12
L64x64x5
6.6344
3.4363
173.9 K=1.00
34049
582
-1925.36
2020.51
0.953
T21
12 - 8
L64x64x5
7.1488
3.6890
186.7 K=1.00
29545
582
-1803.95
1753.22
1.029
T22
8-0
L64x64x6
10.5617
5.6708
290.3 K=1.00
12215
768
-2410.63
956.30
2.521
T1
m 80 - 78.37
L51x51x5
m 1.9664
m 0.9265
T2
78.37 - 73.36
L51x51x5
1.9997
0.9421
T3
73.36 - 70.02
L51x51x5
1.9997
T4
70.02 - 65.01
L51x51x5
T5
65.01 - 60
T6
KL/R > 200 (C) - 493
Kl/r
92.6 K=1.00
Fa
A 2
Allow. Pa kg 4506.74
Ratio P Pa 0.015
RISATower I. P. DOLMEN S.A.
68 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T3
m 73.36 - 70.02
L51x51x5
m 1.1000
m 1.0365
T4
70.02 - 65.01
L51x51x5
1.1000
1.0238
T5
65.01 - 60
L51x51x5
1.1000
T6
60 - 58.2
L51x51x5
T7
58.2 - 56.4
T8
Kl/r
Fa
A mm2 461
Actual P kg -304.50
Allow. Pa kg 4060.68
Ratio P Pa 0.075
kPa 86327
102.3 K=1.00
87455
461
-783.53
4113.74
0.190
1.0238
102.3 K=1.00
87455
461
-233.90
4113.74
0.057
1.1000
1.0238
102.3 K=1.00
87455
461
-115.09
4113.74
0.028
L51x51x5
1.4500
1.3738
137.3 K=1.00
54637
461
-207.09
2570.02
0.081
56.4 - 52.32
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-253.28
1632.33
0.155
T9
52.32 - 48.24
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-317.36
1632.33
0.194
T10
48.24 - 44.16
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-659.70
1632.33
0.404
T11
44.16 - 40.08
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-600.54
1632.33
0.368
T12
40.08 - 36
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-617.20
1681.52
0.367
T13
36 - 34
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-347.05
1681.52
0.206
T14
34 - 32
L64x64x5
2.1170
1.9900
158.3 K=1.00
41100
582
-646.64
2438.91
0.265
T15
32 - 30
L64x64x5
2.4330
2.3060
183.4 K=1.00
30608
582
-480.97
1816.28
0.265
T16
30 - 28
L64x64x5
2.7500
2.6230
208.6 K=1.00
23657
582
-372.76
1403.80
0.266
T17
28 - 24
KL/R > 200 (C) - 392 L76x76x6
3.0670
2.9400
195.5 K=1.00
26933
929
-596.37
2551.50
0.234
T18
24 - 20
L76x76x6
3.7000
3.5730
237.6 K=1.00
18235
929
-751.55
1727.53
0.435
T19
20 - 16
KL/R > 200 (C) - 424 L76x76x6
4.3330
4.2060
178.1 K=1.00
32476
929
-686.98
3076.62
0.223
T20
16 - 12
L89x89x6
4.9670
4.8400
174.8 K=1.00
33690
1090
-689.67
3745.70
0.184
T21
12 - 8
L89x89x6
5.6000
5.4730
197.7 K=1.00
26347
1090
-627.01
2929.36
0.214
T22
8-0
L76x76x8
6.2330
6.1060
260.7 K=1.00
15146
1148
-1132.84
1773.59
0.639
103.6 K=1.00
KL/R > 200 (C) - 488
Mid Girt Design Data (Compression)
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
69 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T2
m 78.37 - 73.36
L51x51x5
m 1.1000
m 1.0365
T3
73.36 - 70.02
L51x51x5
1.1000
1.0238
T4
70.02 - 65.01
L51x51x5
1.1000
T5
65.01 - 60
L51x51x5
T8
56.4 - 52.32
T9
Kl/r
Fa
A
kPa 86327
102.3 K=1.00
1.0238
1.1000
L51x51x5
52.32 - 48.24
T11 T12
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
mm2 461
Actual P kg -172.85
Allow. Pa kg 4060.68
Ratio P Pa 0.043
87455
461
-465.41
4113.74
0.113
102.3 K=1.00
87455
461
-367.22
4113.74
0.089
1.0238
102.3 K=1.00
87455
461
-248.19
4113.74
0.060
1.8000
1.7238
172.2 K=1.00
34702
461
-213.31
1632.33
0.131
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-410.23
1632.33
0.251
44.16 - 40.08
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-537.50
1681.52
0.320
40.08 - 36
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-745.56
1681.52
0.443
Allow. Pa kg 12007.27
Ratio P Pa 0.097
103.6 K=1.00
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 1.6700
85.5
kPa 224080
mm2 525
Actual P kg 1165.85
T2
m 78.37 - 73.36
L64x64x6
m 5.0100
T3
73.36 - 70.02
L76x76x6
3.3400
1.6700
70.7
224080
687
3244.92
15692.71
0.207
T4
70.02 - 65.01
L76x76x6
5.0100
1.6700
70.7
224080
687
4367.03
15692.71
0.278
T5
65.01 - 60
2L76x76x6
5.0100
1.6700
112.1
206843
1858
1901.82
39190.39
0.049
T6
60 - 58.2
2L76x76x6
1.8169
1.8169
121.9
206843
1858
1882.58
39190.39
0.048
T7
58.2 - 56.4
2L76x76x6
1.8169
1.8169
121.9
206843
1858
1907.83
39190.39
0.049
T8
56.4 - 52.32
2L76x76x6
4.0800
2.0400
136.9
206843
1858
3988.47
39190.39
0.102
T9
52.32 - 48.24
2L76x76x6
4.0800
2.0400
136.9
206843
1858
7340.58
39190.39
0.187
T10
48.24 - 44.16
2L76x76x6
4.0800
2.0400
136.9
206843
1858
9037.56
39190.39
0.231
T11
44.16 - 40.08
L102x102x10
4.0800
2.0400
65.3
224080
1422
9456.04
32487.16
0.291
T12
40.08 - 36
L102x102x10
4.0800
2.0400
65.3
224080
1422
11872.78
32487.16
0.365
T13
36 - 34
L127x127x10
2.0125
2.0125
50.8
224080
1906
12531.17
43543.47
0.288
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
70 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T14
m 34 - 32
L127x127x10
m 2.0124
m 2.0124
50.8
kPa 224080
T15
32 - 30
L127x127x10
2.0125
2.0125
50.8
T16
30 - 28
L127x127x10
2.0125
2.0125
T17
28 - 24
L127x127x10
4.0250
T18
24 - 20
L127x127x10
T19
20 - 16
T20
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
mm2 1906
Actual P kg 12241.64
Allow. Pa kg 43543.47
Ratio P Pa 0.281
224080
1906
12139.54
43543.47
0.279
50.8
224080
1906
12241.33
43543.47
0.281
4.0250
101.6
224080
1906
12139.90
43543.47
0.279
4.0250
4.0250
101.6
224080
1906
13266.49
43543.47
0.305
L127x127x10
4.0250
4.0250
101.6
224080
1906
14596.42
43543.47
0.335
16 - 12
L127x127x10
4.0250
4.0250
101.6
224080
1906
16418.01
43543.47
0.377
T21
12 - 8
L127x127x10
4.0250
4.0250
101.6
224080
1906
18621.79
43543.47
0.428
T22
8-0
L127x127x13
8.0500
8.0500
205.8
224080
2500
20869.02
57124.53
0.365
Allow. Pa kg 7005.28
Ratio P Pa 0.003
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 80 - 78.37
L51x51x5
m 1.9664
m 0.9265
59.1
kPa 148927
mm2 461
Actual P kg 23.20
T2
78.37 - 73.36
L51x51x5
1.9997
0.9421
60.1
148927
461
461.84
7005.28
0.066
T3
73.36 - 70.02
L51x51x5
1.9997
0.9306
59.4
148927
461
853.13
7005.28
0.122
T4
70.02 - 65.01
L51x51x5
1.9997
0.9306
59.4
148927
461
1272.95
7005.28
0.182
T5
65.01 - 60
L51x51x5
1.9997
0.9306
59.4
148927
461
307.91
7005.28
0.044
T6
60 - 58.2
L51x51x5
2.2127
1.1927
76.1
148927
461
316.18
7005.28
0.045
T7
58.2 - 56.4
L51x51x5
2.4313
1.2899
82.3
148927
461
206.36
7005.28
0.029
T8
56.4 - 52.32
L51x51x5
2.7206
1.3027
83.1
148927
461
719.49
7005.28
0.103
T9
52.32 - 48.24
L51x51x5
2.7206
1.3027
83.1
148927
461
1002.96
7005.28
0.143
T10
48.24 - 44.16
L51x51x5
2.7206
1.3027
83.1
148927
461
1382.60
7005.28
0.197
T11
44.16 - 40.08
L51x51x5
2.7206
1.2835
81.9
148927
461
786.84
7005.28
0.112
T12
40.08 - 36
L51x51x5
2.7206
1.2835
81.9
148927
461
1224.19
7005.28
0.175
T13
36 - 34
L64x64x5
2.8037
1.4247
72.1
148927
582
810.61
8837.43
0.092
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
71 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T14
m 34 - 32
L64x64x5
m 3.0332
m 1.5375
77.8
kPa 148927
T15
32 - 30
L64x64x5
3.2773
1.6587
83.9
T16
30 - 28
L64x64x5
3.5333
1.7859
T17
28 - 24
L64x64x5
5.2486
T18
24 - 20
L64x64x5
T19
20 - 16
T20
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
mm2 582
Actual P kg 481.41
Allow. Pa kg 8837.43
Ratio P Pa 0.054
148927
582
391.32
8837.43
0.044
90.4
148927
582
311.12
8837.43
0.035
2.7717
140.3
148927
582
857.68
8837.43
0.097
5.6774
2.9729
150.4
148927
582
934.75
8837.43
0.106
L64x64x5
6.1419
3.1966
161.8
148927
582
1018.39
8837.43
0.115
16 - 12
L64x64x5
6.6344
3.4363
173.9
148927
582
1439.16
8837.43
0.163
T21
12 - 8
L64x64x5
7.1488
3.6890
186.7
148927
582
1349.39
8837.43
0.153
T22
8-0
L64x64x6
10.5617
5.6708
290.3
148927
768
2537.63
11659.14
0.218
Allow. Pa kg 7005.28
Ratio P Pa 0.002*
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 80 - 78.37
L51x51x5
m 1.1000
m 1.0365
66.1
kPa 148927
mm2 461
Actual P kg 10.68
T2
78.37 - 73.36
L51x51x5
1.1000
1.0365
66.1
148927
461
60.99
7005.28
0.009
T3
73.36 - 70.02
L51x51x5
1.1000
1.0365
66.1
148927
461
432.50
7005.28
0.062
T4
70.02 - 65.01
L51x51x5
1.1000
1.0238
65.3
148927
461
866.07
7005.28
0.124
T5
65.01 - 60
L51x51x5
1.1000
1.0238
65.3
148927
461
964.79
7005.28
0.138
T6
60 - 58.2
L51x51x5
1.1000
1.0238
65.3
148927
461
379.64
7005.28
0.054
T7
58.2 - 56.4
L51x51x5
1.4500
1.3738
87.7
148927
461
733.59
7005.28
0.105
T8
56.4 - 52.32
L51x51x5
1.8000
1.7238
110.0
148927
461
1207.78
7005.28
0.172
T9
52.32 - 48.24
L51x51x5
1.8000
1.7238
110.0
148927
461
911.17
7005.28
0.130
T10
48.24 - 44.16
L51x51x5
1.8000
1.7238
110.0
148927
461
1154.80
7005.28
0.165
T11
44.16 - 40.08
L51x51x5
1.8000
1.7238
110.0
148927
461
1397.56
7005.28
0.200
T12
40.08 - 36
L51x51x5
1.8000
1.6984
108.4
148927
461
1561.52
7005.28
0.223
T13
36 - 34
L51x51x5
1.8000
1.6984
108.4
148927
461
718.50
7005.28
0.103
RISATower I. P. DOLMEN S.A.
Section No.
*
Elevation
72 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T14
m 34 - 32
L64x64x5
m 2.1170
m 1.9900
100.7
kPa 148927
T15
32 - 30
L64x64x5
2.4330
2.3060
116.7
T16
30 - 28
L64x64x5
2.7500
2.6230
T17
28 - 24
L76x76x6
3.0670
T18
24 - 20
L76x76x6
T19
20 - 16
T20
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
mm2 582
Actual P kg 1557.17
Allow. Pa kg 8837.43
Ratio P Pa 0.176
148927
582
1228.15
8837.43
0.139
132.7
148927
582
1023.78
8837.43
0.116
2.9400
124.5
148927
929
1592.17
14108.54
0.113
3.7000
3.5730
151.3
148927
929
1968.31
14108.54
0.140
L76x76x6
4.3330
4.2060
178.1
148927
929
1800.06
14108.54
0.128
16 - 12
L89x89x6
4.9670
4.8400
174.8
148927
1090
1673.66
16557.94
0.101
T21
12 - 8
L89x89x6
5.6000
5.4730
197.7
148927
1090
1547.66
16557.94
0.093
T22
8-0
L76x76x8
6.2330
6.1060
260.7
148927
1148
1023.18
17439.72
0.059
2
Allow. Pa kg 5666.60
Ratio P Pa 0.050
DL controls
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T2
m 78.37 - 73.36
L51x51x5
m 1.1000
m 1.0365
66.1
kPa 199948
mm 278
Actual P kg 284.38
T3
73.36 - 70.02
L51x51x5
1.1000
1.0238
65.3
199948
278
611.36
5666.60
0.108
T4
70.02 - 65.01
L51x51x5
1.1000
1.0238
65.3
199948
278
1308.48
5666.60
0.231
T5
65.01 - 60
L51x51x5
1.1000
1.0238
65.3
199948
278
849.53
5666.60
0.150
T8
56.4 - 52.32
L51x51x5
1.8000
1.7238
110.0
199948
278
747.61
5666.60
0.132
T9
52.32 - 48.24
L51x51x5
1.8000
1.7238
110.0
199948
278
1031.58
5666.60
0.182
T10
48.24 - 44.16
L51x51x5
1.8000
1.7238
110.0
199948
278
1512.60
5666.60
0.267
T11
44.16 - 40.08
L51x51x5
1.8000
1.6984
108.4
199948
278
1477.78
5666.60
0.261
T12
40.08 - 36
L51x51x5
1.8000
1.6984
108.4
199948
278
1775.83
5666.60
0.313
RISATower
Page
Job
I. P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
73 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section
Elevation m
Component Type
Size
No. T1
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
80 - 78.37
T2
78.37 - 73.36
T3
73.36 - 70.02
T4
70.02 - 65.01
T5
65.01 - 60
T6
60 - 58.2
T7
58.2 - 56.4
T8
56.4 - 52.32
T9
52.32 - 48.24
T10
48.24 - 44.16
Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy
[email protected] Guy
[email protected] Guy
[email protected] Guy
[email protected] Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt
L64x64x6 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5
3 13 7 19 33 22 26 59 73 64 68 87 100 92 106 504 503 502 501 127 140 130 134 167 178 170 183 194 186 199 212 202 206 227 240 232 236 255 276 260
-133.34 -69.50 10.68 -1575.48 -581.84 60.99 284.38 -3831.78 -1008.05 -304.50 -465.41 -7145.26 -1284.56 -783.53 1308.48 3494.56 1205.28 3402.05 4775.20 -11689.22 -1297.32 964.79 849.53 -11526.10 -1537.58 379.64 -10614.70 -840.09 733.59 -11866.75 -1133.50 1207.78 747.61 -15205.69 -1461.08 -317.36 -410.23 -18760.13 -1595.57 -659.70
6290.00 6007.49 7005.28 5992.27 5925.24 9338.04 7553.57 10541.15 5985.87 5412.89 5483.61 10541.15 5985.87 5483.61 7553.57 7626.02 7626.02 7626.02 7626.02 20700.41 5985.87 9338.04 7553.57 17487.73 4495.86 9338.04 17487.73 3886.03 9338.04 13872.41 3809.94 9338.04 7553.57 13872.41 3809.94 2175.90 2175.90 13872.41 3809.94 2175.90
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Fail Pass Pass
Mid Girt Guy
[email protected] Guy
[email protected] Guy
[email protected] Guy
[email protected] Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg
L51x51x5 13 13 13 13 L102x102x10 L51x51x5 L51x51x5 L51x51x5 L102x102x10 L51x51x5 L51x51x5 L51x51x5 L127x127x10
262 500 499 498 497 283 296 288 292 311 324 316 320 339
1512.60 2650.12 1195.70 2607.99 3532.26 -21082.07 -1673.66 -600.54 -537.50 -24364.99 -2220.69 -617.20 -745.56 -25077.86
7553.57 7626.02 7626.02 7626.02 7626.02 24655.78 3924.75 2175.90 2241.47 24655.78 3924.75 2241.47 2241.47 41456.39
Diagonal Top Girt
L64x64x5 L51x51x5
350 344
-1986.12 -347.05
6119.67 2241.47
2.1 1.2 0.2 26.3 9.8 0.7 3.8 36.4 16.8 5.6 8.5 67.8 21.5 14.3 17.3 45.8 15.8 44.6 62.6 56.5 21.7 10.3 11.2 65.9 34.2 4.1 60.7 21.6 7.9 85.5 29.8 12.9 9.9 109.6 38.3 14.6 18.9 135.2 41.9 30.3 31.2 (b) 20.0 34.8 15.7 34.2 46.3 85.5 42.6 27.6 24.0 98.8 56.6 27.5 33.3 60.5 63.0 (b) 32.5 15.5
T11
44.16 - 40.08
T12
40.08 - 36
T13
36 - 34
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T15
T16
T17
T18
T19
T20
T21
T22
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
No. T14
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
34 - 32
Leg
L127x127x10
355
-24461.84
41457.72
32 - 30
Diagonal Top Girt Leg
L64x64x5 L64x64x5 L127x127x10
366 360 371
-1329.89 -646.64 -24014.41
Diagonal Top Girt
L64x64x5 L64x64x5
382 376
-1021.81 -480.97
Leg
L127x127x10
387
-23921.61
Diagonal Top Girt
L64x64x5 L64x64x5
398 392
-762.94 -372.76
Leg
L127x127x10
403
-22317.48
Diagonal Top Girt
L64x64x5 L76x76x6
412 408
-1803.68 -596.37
Leg
L127x127x10
419
-23579.33
Diagonal Top Girt
L64x64x5 L76x76x6
428 424
-1647.74 -751.55
Leg
L127x127x10
435
-25109.66
Diagonal Top Girt
L64x64x5 L76x76x6
444 440
-1639.53 -686.98
Leg
L127x127x10
451
-27361.33
Diagonal Top Girt
L64x64x5 L89x89x6
461 456
-1925.36 -689.67
Leg
L127x127x10
467
-29883.67
Diagonal Top Girt
L64x64x5 L89x89x6
477 472
-1803.95 -627.01
Leg Diagonal Top Girt
L127x127x13 L64x64x6 L76x76x8
483 493 488
-33718.03 -2410.63 -1132.84
30 - 28
28 - 24
24 - 20
20 - 16
16 - 12
12 - 8
8-0
74 of 74
TORRE DE 80m-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section
Page
Job
RISATower
09:32:28 10/10/13 Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
59.0 61.5 (b) 5427.98 24.5 3251.06 19.9 41456.39 57.9 60.3 (b) 4679.23 21.8 2421.10 19.9 33.2 (b) 41456.39 57.7 60.1 (b) 4036.53 18.9 1871.27 19.9 27.7 (b) 41457.06 53.8 56.1 (b) 4139.79 43.6 3401.15 17.5 32.3 (b) 41457.06 56.9 59.3 (b) 3598.51 45.8 2302.79 32.6 39.9 (b) 41456.39 60.6 63.1 (b) 3112.41 52.7 4101.14 16.8 36.5 (b) 41457.06 66.0 68.8 (b) 2693.34 71.5 4993.02 13.8 33.9 (b) 41457.06 72.1 75.1 (b) 2337.04 77.2 3904.84 16.1 31.4 (b) 37882.86 89.0 1274.74 189.1 2364.19 47.9 Summary Leg (T10) 135.2 Diagonal 189.1 (T22) Top Girt 47.9 (T22) Mid Girt 48.0 (T12) Guy A (T4) 45.8 Guy B (T4) 15.8 Guy C (T4) 44.6 Guy D (T4) 62.6 84.5 Bolt Checks RATING = 189.1
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Fail Fail Pass Pass Pass Pass Pass Pass Pass Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUTURAL TORRE CUADRADA H=80m C. ACTUAL EB. C. NEIVA.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 80.0000
50
Tilt (deg) 100
0
0.05
0.1
Twist (deg) 0.15
0
0.05
0.1 80.0000
78.3700
78.3700
73.3600
73.3600
70.0200
70.0200
68.3500
68.3500
65.0100
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.2400
46.2000
46.2000
44.1600
44.1600
40.0800
40.0800
36.0000
36.0000
34.0000
34.0000
32.0000
32.0000
30.0000
30.0000
28.0000
28.0000
24.0000
24.0000
20.0000
20.0000
16.0000
16.0000
12.0000
12.0000
8.0000
8.0000
0.0000 0
0.0000 50
100
0
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.05
Job:
0.1
0.15
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC80m PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. ACTUAL EB. C. NEIVA\TC80m C. ACTUAL EB. C. NEIVA.eri
Feedline Distribution Chart 0.0000 - 80.0000 Round
80.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
80.0000
79.0000
79.0000
79.0000
77.0000
77.0000
77.0000
75.5000
75.5000
75.5000
73.3600
74.0000 73.0000
74.0000 73.0000
74.0000 73.0000
73.3600
70.0200
71.0000 70.0000
71.0000 70.0000
71.0000 70.0000
70.0200
68.3500
68.0000
68.0000
68.0000
68.3500
66.5000
66.5000
66.5000
65.0000 64.0000
65.0000 64.0000
65.0000 64.0000
62.0000
62.0000
62.0000
78.3700
65.0100
78.3700
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.0000
48.0000
48.0000
45.0000
45.0000
45.0000
48.2400 46.2000
44.1600
44.1600 (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (4 ANT TV E) (2) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)
42.0000 41.0000
42.0000 41.0000
42.0000 41.0000
39.0000
39.0000
39.0000
40.0800
36.0000 34.0000 32.0000 30.0000 28.0000
24.0000
20.0000
16.0000
40.0800
36.0000 34.0000 32.0000 30.0000 28.0000 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)
16.0000
16.0000
24.0000
20.0000
16.0000
16.0000
12.0000
12.0000 7/8 (2 ANT MW E)
Elevation (m)
46.2000
8.0000
0.0000
8.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC80m PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. ACTUAL EB. C. NEIVA\TC80m C. ACTUAL EB. C. NEIVA.eri
Stress Distribution Chart 0.0000 - 80.0000 > 100%
Elevation (m)
80.0000
90%-100%
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
80.0000
78.3700
78.3700
73.3600
73.3600
70.0200
70.0200
68.3500
68.3500
65.0100
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.2400
46.2000
46.2000
44.1600
44.1600
40.0800
40.0800
36.0000
36.0000
34.0000
34.0000
32.0000
32.0000
30.0000
30.0000
28.0000
28.0000
24.0000
24.0000
20.0000
20.0000
16.0000
16.0000
12.0000
12.0000
8.0000
8.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC80m PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. ACTUAL EB. C. NEIVA\TC80m C. ACTUAL EB. C. NEIVA.eri
CONDICION NUEVA. EB. CERRO NEIVA.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
372.1
7 @ 0.6
L51x51x5
152.0
80.0 m 78.4 m
513.5
168.3
A B
1.1
T2
R=46.0000 m
81.8 m
T4
T3
L64x64x6
N.A.
T1
0.6
R=46.0000 m 86.0 m
68.3 m 551.5
11 @ 1.67
L51x51x5
L76x76x6
70.0 m
R=46.0000 m
13
T6
T5
367.7
73.4 m
S EH =8 LC
770.7 279.0 296.1
TYPE
70
AT15-250 (N)
86
2 ANT TV 0.20x0.80m (E)
68
AT15-250 (N) AT15-250 (N)
85 85
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
68 68
AT15-250 (N)
84
2 ANT TV 0.20x0.80m (E)
66.5
AT15-250 (N)
84
2 ANT TV 0.20x0.80m (E)
66.5
AT15-250 (N)
83
2 ANT TV 0.20x0.80m (E)
66.5
AT15-250 (N)
83
2 ANT TV 0.20x0.80m (E)
65
CxMANTENIMIENTO
80
2 ANT TV 0.20x0.80m (E)
65
2 ANT TV 0.20x0.80m (E)
79
2 ANT TV 0.20x0.80m (E)
65
2 ANT TV 0.20x0.80m (E)
79
2 ANT TV 0.20x0.80m (E)
64
2 ANT TV 0.20x0.80m (E)
79
2 ANT TV 0.20x0.80m (E)
64
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
77 77
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
62 62
2 ANT TV 0.20x0.80m (E)
77
2 ANT TV 0.30x1.50m (E)
54
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.30x1.50m (E)
48
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.25x0.90m (E)
45
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.25x0.90m (E)
45
2 ANT TV 0.20x0.80m (E)
74
2 ANT TV 0.25x0.90m (E)
42
2 ANT TV 0.20x0.80m (E)
74
2 ANT TV 0.25x0.90m (E)
42
2 ANT TV 0.20x0.80m (E)
74
2 ANT TV 0.25x0.90m (E)
41
36.0 m
2 ANT TV 0.20x0.80m (E)
73
2 ANT TV 0.25x0.90m (E)
41
34.0 m
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
73 71
2 ANT TV 0.25x0.90m (E) 2 ANT TV 0.25x0.90m (E)
39 39
2 ANT TV 0.20x0.80m (E)
71
8 FT DISH (1 ANT MW Ø2.40m E)
16
2 ANT TV 0.20x0.80m (E)
70
8 FT DISH (1 ANT MW Ø2.40m E)
16
2 ANT TV 0.20x0.80m (E)
70
56.4 m
671.6
T11
669.2
A36
671.6
10 @ 2.04
L51x51x5
T12
A572-50
7 03 m IT
40.1 m
0 =1
N.A.
445.3 467.4 489.8
4@2
863.3
MATERIAL STRENGTH
5@4
4.333
914.5
GRADE A572-50
344738 kPa
Fu 448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
TOWER DESIGN NOTES
1060.2
4.967
16.0 m
12.0 m 1120.9
1. 2. 3. 4.
Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. MAX. CORNER REACTIONS AT BASE: 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM DOWN: 40809 kg Standards. A153 UPLIFT: -28523 kg 6. Welds are fabricated with ER-70S-6 electrodes. SHEAR: 6301 kg 7. TOWER RATING: 213.7%
8.0 m
1@8
AXIAL 32127 kg SHEAR 13391 kg
2262.6
6.233 L76x76x8
Fy
MOMENT 367690 kg-m
Weight (kg) 15829.6
# Panels @ (m)
Face Width (m)
Horizontals
7.5
8325 kg
Mid Girts
Top Girts
SIZE 1 @ 1.63
0.0 m
TORQUE 934 kg-m REACTIONS - 120 kph WIND 6614 kg R=46.0000 m
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
kg
Diagonal Grade
B
20.0 m
5.6
L89x89x6
T22
MARK
2 @ 0.9
24.0 m
T23
L64x64x6
A
SIZE
3
Leg Grade
SYMBOL LIST
28.0 m
63 10
Diagonals
30.0 m
MARK
3.7
L76x76x6
T21
N.A.
L64x64x5
L127x127x10
T19
3.067
T18
T17
L64x64x5
T16
2.75 2.443 2.117
T15
413.5
669.2
%
32.0 m
967.7
T13
.3
L102x102x10
4 =6 LC
T14
S
44.2 m
EH
T20
46.2 m 13
T24
ELEVATION
2 ANT TV 0.20x0.80m (E)
48.2 m
L127x127x13
TYPE
86
52.3 m
Legs
ELEVATION
AT15-250 (N)
58.2 m
671.6
2 @ 1.8
1.8 1.45
L51x51x5
N.A.
L51x51x5
T8 T9
86 85 84 83 80 79 77 75.5 74 73 71 70 68 66.5 65 64 62 54 48 45 42 41 39 16 DESIGNED APPURTENANCE LOADING
0%
60.0 m
2L76x76x6
AT15-250 CxMANTENIMIENTO 2 8 ANT FT DISH TV (N) 0.20x0.80m 0.30x1.50m 0.25x0.90m (1 ANT MW(E) Ø2.40m E)
1 IT=
T10
9m 55 1.9
T7
65.0 m
Section
R=46.0000 m
PLAN
SILUETA DE CALCULO-TC80+6m Ext.- PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA EB. CERRO NEIVA\TC80m C. NUEVA EB. C. NEIVA.eri
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
SALIDA 2 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x guyed tower with an overall height of 86.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 0.6000 m at the top and 7.5000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. Pressures are calculated at each section. Safety factor used in guy design is 1.6. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I. P. DOLMEN S.A.
2 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
uy G A
G uy
B
Ing. C. Londoño M.
X Z
uy G C
Face D
W in d
45
G uy
D
Wind 90
Face C
Face A
Face B
Wind 0
Square Corner M ounted Guyed To wer
Tower Section Geometry Tower Section
Tower Elevation
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
Assembly Database
Description
Section Width m 0.6000 0.6000 1.1000 1.1000 1.1000 1.1000 1.1000 1.1000 1.4500 1.8000 1.8000 1.8000 1.8000 1.8000 1.8000 2.1170 2.4430 2.7500 3.0670 3.7000 4.3330 4.9670 5.6000 6.2330
Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 4.2000 1.8000 1.6300 5.0100 3.3400 5.0100 5.0100 1.8000 1.8000 4.0800 4.0800 4.0800 4.0800 4.0800 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000
RISATower I. P. DOLMEN S.A.
3 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
m 0.6000 0.9000 1.6300 1.6700 1.6700 1.6700 1.6700 1.8000 1.8000 2.0400 2.0400 2.0400 2.0400 2.0400 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000
Diag Down Diag Down X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace
Has K Brace End Panels No No No No No No No No No No No No No No No No No No No No No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
Yes Yes No No No No No No No No No No No No No No No No No No No No No No
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-81.8000 T2 81.8000-80.0000 T3 80.0000-78.3700 T4 78.3700-73.3600 T5 73.3600-70.0200 T6 70.0200-65.0100 T7 65.0100-60.0000 T8 60.0000-58.2000 T9 58.2000-56.4000 T10 56.4000-52.3200 T11 52.3200-48.2400 T12 48.2400-44.1600
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L76x76x6
Equal Angle
L51x51x5
Equal Angle
L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T13 44.1600-40.0800 T14 40.0800-36.0000 T15 36.0000-34.0000 T16 34.0000-32.0000 T17 32.0000-30.0000 T18 30.0000-28.0000 T19 28.0000-24.0000 T20 24.0000-20.0000 T21 20.0000-16.0000 T22 16.0000-12.0000 T23 12.0000-8.0000 T24 8.0000-0.0000
Page
Job
4 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x13
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L64x64x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-81.8000 T2 81.8000-80.0000 T3 80.0000-78.3700 T4 78.3700-73.3600 T5 73.3600-70.0200 T6 70.0200-65.0100 T7 65.0100-60.0000 T8 60.0000-58.2000 T9 58.2000-56.4000 T10 56.4000-52.3200 T11 52.3200-48.2400 T12 48.2400-44.1600 T13 44.1600-40.0800
Top Girt Type
Top Girt Size
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Top Girt Grade
Bottom Girt Type
A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa)
Bottom Girt Size
Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T14 40.0800-36.0000 T15 36.0000-34.0000 T16 34.0000-32.0000 T17 32.0000-30.0000 T18 30.0000-28.0000 T19 28.0000-24.0000 T20 24.0000-20.0000 T21 20.0000-16.0000 T22 16.0000-12.0000 T23 12.0000-8.0000 T24 8.0000-0.0000
Page
Job
5 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L51x51x5
Single Angle
Equal Angle
L51x51x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L89x89x6
Equal Angle
L89x89x6
Equal Angle
L76x76x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Bottom Girt Size
Designed by
Ing. C. Londoño M. Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Tower Section Geometry (cont’d) Tower Elevation
No. of Mid Girts None
m T1 86.0000-81.8000 T2 None 81.8000-80.0000 T4 2 78.3700-73.3600 T5 1 73.3600-70.0200 T6 2 70.0200-65.0100 T7 2 65.0100-60.0000 T10 1 56.4000-52.3200 T11 1 52.3200-48.2400 T12 1 48.2400-44.1600 T13 1 44.1600-40.0800 T14 1 40.0800-36.0000
Mid Girt Type
Mid Girt Size
Solid Round Equal Angle Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle
L51x51x5
Equal Angle
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Solid Round Solid Round Solid Round Equal Angle Equal Angle Equal Angle Equal Angle
Page
Job
RISATower
6 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1
1
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
Page
Job
RISATower
7 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm
m 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000
m2
mm
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.4
1
1.5
0
0
Tower Section Geometry (cont’d) Tower Elevation
m T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
1
No
No
1
1 1
No
No
1
No
No
No
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 1
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
1
1
1
1
1
1
1
1
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds
Legs
X Brace Diags X Y 1
K Brace Diags X Y 1
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Designed by
Ing. C. Londoño M.
Inner Brace
X X X X X Y Y Y m Y Y 52.3200-48.24 1 1 1 1 1 00 T12 No No 1 1 1 1 1 1 1 1 48.2400-44.16 1 1 1 1 1 1 1 00 T13 No No 1 1 1 1 1 1 1 1 44.1600-40.08 1 1 1 1 1 1 1 00 T14 No No 1 1 1 1 1 1 1 1 40.0800-36.00 1 1 1 1 1 1 1 00 T15 No No 1 1 1 1 1 1 1 1 36.0000-34.00 1 1 1 1 1 1 1 00 T16 No No 1 1 1 1 1 1 1 1 34.0000-32.00 1 1 1 1 1 1 1 00 T17 No No 1 1 1 1 1 1 1 1 32.0000-30.00 1 1 1 1 1 1 1 00 T18 No No 1 1 1 1 1 1 1 1 30.0000-28.00 1 1 1 1 1 1 1 00 T19 No No 0.5 1 1 1 1 1 1 1 28.0000-24.00 0.5 1 1 1 1 1 1 00 T20 No No 0.5 1 1 1 1 1 1 1 24.0000-20.00 0.5 1 1 1 1 1 1 00 T21 No No 0.5 1 1 1 1 1 1 1 20.0000-16.00 0.5 1 1 0.5 1 1 1 00 T22 No No 0.5 1 1 1 1 1 1 1 16.0000-12.00 0.5 1 1 0.5 1 1 1 00 T23 No No 0.5 1 1 1 1 1 1 1 12.0000-8.000 0.5 1 1 0.5 1 1 1 0 No No 0.33 1 1 1 1 1 1 1 T24 0.33 1 1 0.5 1 1 1 8.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d) ower Elevation m
T1 86.0000-81.80 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
0
1
0
1
0
1
Net Width Deduct mm 0
U
1
Mid Girt
Net Width Deduct mm 0
U
0.75
Long Horizontal
Short Horizontal
Net Width Deduct mm 0
Net Width Deduct mm 0
U
1
U
0.75
Project
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00 00 T20 24.0000-20.00 00
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Leg
9 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
ower Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Designed by
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Leg
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000
10 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
ower Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
Mid Girt
U
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
Tower Section Geometry (cont’d) Tower Elevation m
T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
16 A394T0
6
Sleeve SS
16 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
1
16 A394T0
1
16 A394T0
16 A394T0
1
16 A394T0
1
6
16 A394T0
1
16 A394T0
16 A394T0
8
16 A394T0
1
Sleeve SS
16 A394T0
8
16 A394T0
Sleeve SS
16 A394T0
8
Sleeve SS
16 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
1
16 A394T0
16 A394T0
1
1
16 A394T0
16 A394T0
1
6
16 A394T0
16 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
19 A394T0
Sleeve SS
Bolt Size mm 16 A394T0
No.
1
16 A394T0
16 A394T0
1
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
1
16 A394T0
16 A394T0
2
6
16 A394T0
6
16 A394T0
6
Bolt Size mm 16 A394T0
No.
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
1
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
2
16 A394T0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
1
16 A394T0
1
16 A394T0
0
16 A394T0
1
16 A394T0
2
16 A394T0
0
1
1
0
1
0
0
Project
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Leg Connection Type
11 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
Sleeve SS
19 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
19 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
1
16 A394T0
1
16 A394T0
16 A394T0
1
16 A394T0
1
6
19 A394T0
2
16 A394T0
19 A394T0
6
19 A394T0
2
Sleeve SS
19 A394T0
6
19 A394T0
Sleeve SS
19 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
0
16 A394T0
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
16 A394T0
2
16 A394T0
0
1
16 A394T0
1
16 A394T0
19 A394T0
1
16 A394T0
1
6
19 A394T0
1
16 A394T0
19 A394T0
6
19 A394T0
1
Sleeve SS
19 A394T0
6
19 A394T0
Sleeve SS
19 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
19 A394T0
Sleeve SS
Bolt Size mm 16 A394T0
No.
2
16 A394T0
0
16 A394T0
3
16 A394T0
0
0
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
1
16 A394T0
1
16 A394T0
0
16 A325X
0
16 A394T0
3
16 A394T0
0
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
6
1
1
0
1
2
0
Guy Data Guy Elevation
Guy Grade
m 46.2
EHS
A B C D
Guy Size
Initial Tension
13 13 13 13
kg 1220.16 1220.16 1220.16 1220.16
%
Guy Modulus
kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7
Guy Weight
Lu
Anchor Radius
kglm 0.77 0.77 0.77 0.77
m 64.2500 64.2500 64.2500 64.2500
m 46.0000 46.0000 46.0000 46.0000
Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000
Anchor Elevation m 0.0000 0.0000 0.0000 0.0000
End Fitting Efficiency % 100% 100% 100% 100%
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999. A B C D
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
EHS
12 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
68.35
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13 13 13 13
1220.16 1220.16 1220.16 1220.16
10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7
0.77 0.77 0.77 0.77
81.8870 81.8870 81.8870 81.8870
46.0000 46.0000 46.0000 46.0000
0.0000 0.0000 0.0000 0.0000
13:55:02 10/10/13 Designed by
Ing. C. Londoño M. 0.0000 0.0000 0.0000 0.0000
100% 100% 100% 100%
Guy Data(cont’d) Guy Elevation m
Mount Type
46.2 68.35
Corner Corner
Torque-Arm Spread
Torque-Arm Leg Angle
m
°
Torque-Arm Style
Torque-Arm Grade
Torque-Arm Type
Torque-Arm Size
Guy Data (cont’d) Guy Elevation m 46.2000 68.3500
Diagonal Grade
Diagonal Type
Upper Diagonal Size
A572-50 (344738 kPa) A572-50 (344738 kPa)
Solid Round
Lower Diagonal Size
Is Strap.
Solid Round
Pull-Off Grade
Pull-Off Type
A572-50 (344738 kPa) A572-50 (344738 kPa)
Solid Round
Pull-Off Size
Solid Round
Guy Data (cont’d) Guy Elevation m 46.2
Cable Weight A kg 49.43
Cable Weight B kg 49.43
Cable Weight C kg 49.43
Cable Weight D kg 49.43
68.35
63.00
63.00
63.00
63.00
Tower Intercept A m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Tower Intercept B m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Guy Data (cont’d) Torque Arm
Pull Off
Diagonal
Tower Intercept C m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Tower Intercept D m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Project
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
46.2 68.35
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Calc K Single Angles No No
13 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Guy Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds No No
Kx
Ky
Kx
Ky
Kx
Ky
1 1
1 1
1 1
1 1
Ing. C. Londoño M.
Guy Data (cont’d) Guy Elevation m 46.2 68.35
Bolt Size mm 16 A394T0 16 A394T0
Torque-Arm Number Net Width Deduct mm 0 0 0
0
U
Bolt Size mm
0.75
16 A394T0 16 A394T0
0.75
Pull Off Number Net Width Deduct mm 0 0 0
0
U
Bolt Size mm
0.75
16 A394T0 16 A394T0
0.75
Diagonal Number Net Width Deduct mm 0 0 0
0
U
0.75 0.75
Guy Pressures Guy Elevation m 46.2
Guy Location A B C D A B C D
68.35
z
qz
m 23.1000 23.1000 23.1000 23.1000 34.1750 34.1750 34.1750 34.1750
kPa 0.86 0.86 0.86 0.86 0.97 0.97 0.97 0.97
qz Ice kPa
Ice Thickness mm
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 79.0000 - 0.0000
2
2
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
77.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
75.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
74.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
73.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
71.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
70.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.0000 - 0.0000
1
1
15
15
0.37
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Description
1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 7/8 (2 ANT MW E) 1 (4 ANT RF N) 1 (4 ANT RF N)
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face Allow or Shield Leg D No
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 66.5000 - 0.0000
1
1
Clear Spacing mm 15
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
65.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
64.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
62.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
48.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
45.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
42.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
41.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
39.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
16.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
85.0000 - 0.0000
2
2
32
32
0.86
D
No
Ar (CfAe)
83.0000 - 0.0000
2
2
32
32
0.86
Feed Line/Linear Appurtenances Section Areas Tower Section
14 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
T1
Tower Elevation m 86.0000-81.8000
T2
81.8000-80.0000
T3
80.0000-78.3700
T4
78.3700-73.3600
T5
73.3600-70.0200
T6
70.0200-65.0100
T7
65.0100-60.0000
Face
AR 2
A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905
AF 2
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 7.60 0.00 0.00 0.00 6.21 0.00 0.00 0.00 6.10 0.00 0.00 0.00 25.80 0.00 0.00 0.00 24.42 0.00 0.00 0.00 43.19 0.00 0.00 0.00 49.35
RISATower I. P. DOLMEN S.A.
Tower Section T8
Tower Elevation m 60.0000-58.2000
T9
58.2000-56.4000
T10
56.4000-52.3200
T11
52.3200-48.2400
T12
48.2400-44.1600
T13
44.1600-40.0800
T14
40.0800-36.0000
T15
36.0000-34.0000
T16
34.0000-32.0000
T17
32.0000-30.0000
T18
30.0000-28.0000
T19
28.0000-24.0000
T20
24.0000-20.0000
T21
20.0000-16.0000
T22
16.0000-12.0000
T23
12.0000-8.0000
15 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
m2 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 18.27 0.00 0.00 0.00 18.27 0.00 0.00 0.00 41.41 0.00 0.00 0.00 41.41 0.00 0.00 0.00 43.15 0.00 0.00 0.00 45.50 0.00 0.00 0.00 48.60 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 48.04 0.00 0.00 0.00 48.04 0.00 0.00 0.00 48.04 0.00 0.00 0.00 51.25 0.00
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T24
8.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Tower Elevation m
16 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Tower Section
Page
Job
RISATower
13:55:02 10/10/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
B C D A B C D
m2 0.000 0.000 1.976 0.000 0.000 0.000 3.952
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Ing. C. Londoño M.
Weight kg 0.00 0.00 51.25 0.00 0.00 0.00 102.50
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 21 53 63 85 107 122 222 260 301 330 330 338 204 215 198 217 237 254 290 329 364 406 435 536
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CPZ Ice mm 21 53 63 85 107 122 222 260 301 330 330 338 204 215 198 217 237 254 290 329 364 406 435 536
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 80.0000
Offset From Centroid m 0.0000
Azimuth Angle ° 0.0000 No Ice Service
Weight
kg 320.00 320.00
Fx
Fz
kg
Discrete Tower Loads
Wind Force
kg 0.00 0.00
kg 0.00 0.00
0.00 0.00
CAAC m2 0.0000 0.0000
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
17 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
0.0000
73.0000
No Ice
0.2000
0.0500
16.00
0.0000
73.0000
No Ice
0.2000
0.0500
16.00
0.0000
71.0000
No Ice
0.2000
0.0500
16.00
0.0000
71.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
18 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.30x1.50m (E)
D
From Leg
2 ANT TV 0.30x1.50m (E)
D
From Leg
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
64.0000
No Ice
0.2000
0.0500
16.00
0.0000
64.0000
No Ice
0.2000
0.0500
16.00
0.0000
62.0000
No Ice
0.2000
0.0500
16.00
0.0000
62.0000
No Ice
0.2000
0.0500
16.00
0.0000
48.0000
No Ice
0.3000
0.1000
30.00
0.0000
54.0000
No Ice
0.3000
0.1000
30.00
0.0000
45.0000
No Ice
0.2400
0.0600
20.00
0.0000
45.0000
No Ice
0.2400
0.0600
20.00
0.0000
42.0000
No Ice
0.2400
0.0600
20.00
0.0000
42.0000
No Ice
0.2400
0.0600
20.00
RISATower
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face or Leg
19 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
41.0000
No Ice
0.2400
0.0600
20.00
0.0000
41.0000
No Ice
0.2400
0.0600
20.00
0.0000
39.0000
No Ice
0.2400
0.0600
20.00
0.0000
39.0000
No Ice
0.2400
0.0600
20.00
0.0000
86.0000
No Ice
0.4750
0.2600
10.00
0.0000
86.0000
No Ice
0.4750
0.2600
10.00
0.0000
85.0000
No Ice
0.4750
0.2600
10.00
0.0000
85.0000
No Ice
0.4750
0.2600
10.00
0.0000
84.0000
No Ice
0.4750
0.2600
10.00
0.0000
84.0000
No Ice
0.4750
0.2600
10.00
0.0000
83.0000
No Ice
0.4750
0.2600
10.00
0.0000
83.0000
No Ice
0.4750
0.2600
10.00
Dishes Description
Face or Leg
Dish Type
Offset Type
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)
A
Paraboloid w/o Radome
From Leg
B
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
° Worst
°
m 16.0000
m 2.4384
16.0000
2.4384
Worst
Aperture Area
Weight
No Ice
m2 4.6730
kg 113.85
No Ice
4.6730
113.85
Page
Job
RISATower
20 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Tower Pressures - No Ice GH = 1.092 Section Elevation
z
KZ
qz
AG
m 83.9000
1.833
kPa 1.25
m2 2.673
T2 81.8000-80.00 00
80.9000
1.814
1.24
1.596
T3 80.0000-78.37 00
79.1850
1.803
1.23
1.852
T4 78.3700-73.36 00
75.8650
1.781
1.21
5.693
T5 73.3600-70.02 00
71.6900
1.753
1.19
3.818
T6 70.0200-65.01 00
67.5150
1.723
1.17
5.728
T7 65.0100-60.00 00
62.5050
1.685
1.15
5.893
T8 60.0000-58.20 00
59.1000
1.659
1.13
2.433
T9 58.2000-56.40 00
57.3000
1.644
1.12
3.063
T10 56.4000-52.32 00
54.3600
1.619
1.10
7.655
T11 52.3200-48.24 00
50.2800
1.584
1.08
7.655
T12 48.2400-44.16 00
46.2000
1.546
1.05
7.655
T13 44.1600-40.08 00
42.1200
1.506
1.03
7.579
m T1 86.0000-81.80 00
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
AF
AR
Aleg
m2 0.994 0.994 0.994 0.994 0.417 0.417 0.417 0.417 0.448 0.448 0.448 0.448 1.369 1.369 1.369 1.369 0.993 0.993 0.993 0.993 1.487 1.487 1.487 1.487 0.723 0.723 0.723 0.723 0.264 0.264 0.264 0.264 0.305 0.305 0.305 0.305 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 1.526 1.526 1.526
m2 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000
m2 0.533
0.233
0.207
0.636
0.509
0.764
0.000
0.000
0.000
0.000
0.000
0.000
0.829
Leg %
53.66 53.66 53.66 41.89 55.81 55.81 55.81 36.06 46.22 46.22 46.22 30.74 46.49 46.49 46.49 27.17 51.26 51.26 51.26 26.41 51.35 51.35 51.35 24.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.31 54.31 54.31
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
z
21 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T14 40.0800-36.00 00
38.0400
1.462
1.00
7.579
T15 36.0000-34.00 00
35.0000
1.428
0.97
4.059
T16 34.0000-32.00 00
33.0000
1.404
0.96
4.702
T17 32.0000-30.00 00
31.0000
1.379
0.94
5.334
T18 30.0000-28.00 00
29.0000
1.353
0.92
5.959
T19 28.0000-24.00 00
26.0000
1.312
0.89
13.817
T20 24.0000-20.00 00
22.0000
1.251
0.85
16.349
T21 20.0000-16.00 00
18.0000
1.181
0.80
18.883
T22 16.0000-12.00 00
14.0000
1.099
0.75
21.417
T23 12.0000-8.000 0
10.0000
1
0.68
23.949
T24 8.0000-0.0000
4.0000
1
0.68
55.513
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 1.526 1.523 1.523 1.523 1.523 0.933 0.933 0.933 0.933 1.002 1.002 1.002 1.002 1.054 1.054 1.054 1.054 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357
m2 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952
m2
Leg %
25.21 54.43 54.43 54.43 24.33 54.80 54.80 54.80 27.42 51.03 51.03 51.03 26.44 48.46 48.46 48.46 25.73 46.18 46.18 46.18 25.08 45.12 45.12 45.12 24.76 42.75 42.75 42.75 24.03 40.54 40.54 40.54 23.31 37.45 37.45 37.45 21.72 35.54 35.54 35.54 21.07 38.17 38.17 38.17 21.96
0.829
0.511
0.511
0.511
0.511
1.022
1.022
1.022
1.022
1.022
2.045
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000
CAAA Out Face m2 0.000 0.000
Tower Pressure - Service GH = 1.092 Section Elevation m T1 86.0000-81.80
z
m 83.9000
KZ
1.833
qz
kPa 0.31
AG m2 2.673
F a c e A B
AF
AR
Aleg
m2 0.994 0.994
m2 0.000 0.000
m2 0.533
Leg %
53.66 53.66
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
KZ
m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
z
22 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
00 T2 81.8000-80.00 00
80.9000
1.814
0.31
1.596
T3 80.0000-78.37 00
79.1850
1.803
0.31
1.852
T4 78.3700-73.36 00
75.8650
1.781
0.30
5.693
T5 73.3600-70.02 00
71.6900
1.753
0.30
3.818
T6 70.0200-65.01 00
67.5150
1.723
0.29
5.728
T7 65.0100-60.00 00
62.5050
1.685
0.29
5.893
T8 60.0000-58.20 00
59.1000
1.659
0.28
2.433
T9 58.2000-56.40 00
57.3000
1.644
0.28
3.063
T10 56.4000-52.32 00
54.3600
1.619
0.28
7.655
T11 52.3200-48.24 00
50.2800
1.584
0.27
7.655
T12 48.2400-44.16 00
46.2000
1.546
0.26
7.655
T13 44.1600-40.08 00
42.1200
1.506
0.26
7.579
T14 40.0800-36.00 00
38.0400
1.462
0.25
7.579
T15 36.0000-34.00 00
35.0000
1.428
0.24
4.059
T16 34.0000-32.00
33.0000
1.404
0.24
4.702
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
AF
AR
Aleg
m2 0.994 0.994 0.417 0.417 0.417 0.417 0.448 0.448 0.448 0.448 1.369 1.369 1.369 1.369 0.993 0.993 0.993 0.993 1.487 1.487 1.487 1.487 0.723 0.723 0.723 0.723 0.264 0.264 0.264 0.264 0.305 0.305 0.305 0.305 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 0.705 1.526 1.526 1.526 1.526 1.523 1.523 1.523 1.523 0.933 0.933 0.933 0.933 1.002 1.002
m2 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000
m2
0.233
0.207
0.636
0.509
0.764
0.000
0.000
0.000
0.000
0.000
0.000
0.829
0.829
0.511
0.511
Leg %
53.66 41.89 55.81 55.81 55.81 36.06 46.22 46.22 46.22 30.74 46.49 46.49 46.49 27.17 51.26 51.26 51.26 26.41 51.35 51.35 51.35 24.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.31 54.31 54.31 25.21 54.43 54.43 54.43 24.33 54.80 54.80 54.80 27.42 51.03 51.03
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
13:55:02 10/10/13 Designed by
Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
m
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
z
23 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
qz
AG
kPa
m2
00 T17 32.0000-30.00 00
31.0000
1.379
0.23
5.334
T18 30.0000-28.00 00
29.0000
1.353
0.23
5.959
T19 28.0000-24.00 00
26.0000
1.312
0.22
13.817
T20 24.0000-20.00 00
22.0000
1.251
0.21
16.349
T21 20.0000-16.00 00
18.0000
1.181
0.20
18.883
T22 16.0000-12.00 00
14.0000
1.099
0.19
21.417
T23 12.0000-8.000 0
10.0000
1
0.17
23.949
T24 8.0000-0.0000
4.0000
1
0.17
55.513
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 1.002 1.002 1.054 1.054 1.054 1.054 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357
m2 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952
m2
Leg %
0.511
0.511
1.022
1.022
1.022
1.022
1.022
2.045
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
51.03 26.44 48.46 48.46 48.46 25.73 46.18 46.18 46.18 25.08 45.12 45.12 45.12 24.76 42.75 42.75 42.75 24.03 40.54 40.54 40.54 23.31 37.45 37.45 37.45 21.72 35.54 35.54 35.54 21.07 38.17 38.17 38.17 21.96
Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-81.80 00
7.60
kg 372.13
T2 81.8000-80.00 00
6.21
152.03
T3 80.0000-78.37 00
6.10
168.27
T4 78.3700-73.36 00
25.80
513.49
F a c e A B C D A B C D A B C D A B C D
e
0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.24 0.24 0.24 0.411
CF
RR
2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.813 2.813 2.813 2.25
0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.599 0.599 0.599 0.656
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.994 0.994 0.994 1.186 0.417 0.417 0.417 0.567 0.448 0.448 0.448 0.592 1.369 1.369 1.369 2.007
kg 345.73
kglm 82.32
D
176.87
98.26
D
192.91
118.35
D
610.21
121.80
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg 24.42
kg 367.69
T6 70.0200-65.01 00
43.19
551.54
T7 65.0100-60.00 00
49.35
770.74
T8 60.0000-58.20 00
18.27
279.03
T9 58.2000-56.40 00
18.27
296.13
T10 56.4000-52.32 00
41.41
671.63
T11 52.3200-48.24 00
41.41
671.63
T12 48.2400-44.16 00
43.15
671.63
T13 44.1600-40.08 00
45.50
669.15
T14 40.0800-36.00 00
48.60
669.15
T15 36.0000-34.00 00
24.02
413.52
T16 34.0000-32.00 00
24.02
445.32
T17 32.0000-30.00 00
24.02
467.45
T18 30.0000-28.00 00
24.02
489.78
T19 28.0000-24.00 00
48.04
863.35
T5 73.3600-70.02 00
24 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.26 0.26 0.26 0.505 0.26 0.26 0.26 0.55 0.123 0.123 0.123 0.446 0.108 0.108 0.108 0.398 0.1 0.1 0.1 0.33 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.31 0.201 0.201 0.201 0.434 0.201 0.201 0.201 0.45 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299
CF
RR
2.736 2.736 2.736 2.041 2.738 2.738 2.738 1.965 3.336 3.336 3.336 2.164 3.408 3.408 3.408 2.284 3.452 3.452 3.452 2.488 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.555 2.974 2.974 2.974 2.193 2.976 2.976 2.976 2.156 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594
0.604 0.604 0.604 0.7 0.604 0.604 0.604 0.724 0.578 0.578 0.578 0.671 0.576 0.576 0.576 0.651 0.575 0.575 0.575 0.626 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.619 0.591 0.591 0.591 0.666 0.591 0.591 0.591 0.673 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 0.993 0.993 0.993 1.647 1.487 1.487 1.487 2.690 0.723 0.723 0.723 2.003 0.264 0.264 0.264 0.723 0.305 0.305 0.305 0.747 0.705 0.705 0.705 1.691 0.705 0.705 0.705 1.691 0.705 0.705 0.705 1.738 1.526 1.526 1.526 2.700 1.523 1.523 1.523 2.792 0.933 0.933 0.933 1.564 1.002 1.002 1.002 1.613 1.054 1.054 1.054 1.651 1.107 1.107 1.107 1.694 2.266 2.266 2.266 3.413
kg 446.95
kglm 133.82
D
690.96
137.92
D
554.09
110.60
D
207.79
115.44
D
231.75
128.75
D
537.11
131.64
D
525.27
128.74
D
520.68
127.62
D
676.26
165.75
D
667.65
163.64
D
361.53
180.76
D
386.69
193.35
D
407.39
203.69
D
425.89
212.95
D
880.87
220.22
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg 48.04
kg 914.54
T21 20.0000-16.00 00
48.04
967.71
T22 16.0000-12.00 00
51.25
1060.16
T23 12.0000-8.000 0
51.25
1120.86
T24 8.0000-0.0000
102.50
2262.63
Sum Weight:
864.47
15829.58
T20 24.0000-20.00 00
25 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D
e
0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168
CF
RR
3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123
0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 2.391 2.391 2.391 3.518 2.522 2.522 2.522 3.635 2.730 2.730 2.730 3.905 2.877 2.877 2.877 4.045 5.357 5.357 5.357 7.667
kg 912.91
kglm 228.23
D
926.65
231.66
D
943.09
235.77
D
910.82
227.71
D
1816.30
227.04
D
14356.38
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-81.80 00
7.60
kg 372.13
T2 81.8000-80.00 00
6.21
152.03
T3 80.0000-78.37 00
6.10
168.27
T4 78.3700-73.36 00
25.80
513.49
T5 73.3600-70.02 00
24.42
367.69
T6 70.0200-65.01 00
43.19
551.54
T7 65.0100-60.00 00
49.35
770.74
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.24 0.24 0.24 0.411 0.26 0.26 0.26 0.505 0.26 0.26 0.26 0.55 0.123 0.123 0.123 0.446
CF
RR
DF
DR
2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.813 2.813 2.813 2.25 2.736 2.736 2.736 2.041 2.738 2.738 2.738 1.965 3.336 3.336 3.336 2.164
0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.599 0.599 0.599 0.656 0.604 0.604 0.604 0.7 0.604 0.604 0.604 0.724 0.578 0.578 0.578 0.671
1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2
1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2
AE
F
w
Ctrl. Face
m2 1.193 1.193 1.193 1.423 0.499 0.499 0.499 0.680 0.529 0.529 0.529 0.710 1.615 1.615 1.615 2.409 1.187 1.187 1.187 1.977 1.776 1.776 1.776 3.228 0.790 0.790 0.790 2.403
kg 414.87
kglm 98.78
D
212.24
117.91
D
231.50
142.02
D
732.25
146.16
D
536.34
160.58
D
829.15
165.50
D
664.91
132.72
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg 18.27
kg 279.03
T9 58.2000-56.40 00
18.27
296.13
T10 56.4000-52.32 00
41.41
671.63
T11 52.3200-48.24 00
41.41
671.63
T12 48.2400-44.16 00
43.15
671.63
T13 44.1600-40.08 00
45.50
669.15
T14 40.0800-36.00 00
48.60
669.15
T15 36.0000-34.00 00
24.02
413.52
T16 34.0000-32.00 00
24.02
445.32
T17 32.0000-30.00 00
24.02
467.45
T18 30.0000-28.00 00
24.02
489.78
T19 28.0000-24.00 00
48.04
863.35
T20 24.0000-20.00 00
48.04
914.54
T21 20.0000-16.00 00
48.04
967.71
T22 16.0000-12.00 00
51.25
1060.16
T8 60.0000-58.20 00
26 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.108 0.108 0.108 0.398 0.1 0.1 0.1 0.33 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.31 0.201 0.201 0.201 0.434 0.201 0.201 0.201 0.45 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22
CF
RR
DF
DR
3.408 3.408 3.408 2.284 3.452 3.452 3.452 2.488 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.555 2.974 2.974 2.974 2.193 2.976 2.976 2.976 2.156 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897
0.576 0.576 0.576 0.651 0.575 0.575 0.575 0.626 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.619 0.591 0.591 0.591 0.666 0.591 0.591 0.591 0.673 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595
1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165
1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.151 1.151 1.151 1.2 1.151 1.151 1.151 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 0.285 0.285 0.285 0.868 0.328 0.328 0.328 0.896 0.753 0.753 0.753 2.029 0.753 0.753 0.753 2.029 0.753 0.753 0.753 2.085 1.757 1.757 1.757 3.240 1.753 1.753 1.753 3.350 1.094 1.094 1.094 1.877 1.162 1.162 1.162 1.936 1.211 1.211 1.211 1.982 1.261 1.261 1.261 2.032 2.544 2.544 2.544 4.095 2.654 2.654 2.654 4.205 2.775 2.775 2.775 4.268 2.991 2.991 2.991 4.549
kg 249.34
kglm 138.52
D
278.10
154.50
D
644.53
157.97
D
630.32
154.49
D
624.82
153.14
D
811.52
198.90
D
801.18
196.37
D
433.83
216.92
D
464.03
232.02
D
488.86
244.43
D
511.07
255.53
D
1057.04
264.26
D
1091.10
272.77
D
1088.05
272.01
D
1098.51
274.63
D
RISATower
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Self Weight
kg 51.25
kg 1120.86
T24 8.0000-0.0000
102.50
2262.63
Sum Weight:
864.47
15829.58
T23 12.0000-8.000 0
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Add Weight
27 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Section Elevation
Page
Job
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D
e
0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168
CF
RR
DF
DR
3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123
0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584
1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126
1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 3.136 3.136 3.136 4.659 5.745 5.745 5.745 8.631
kg 1049.25
kglm 262.31
D
2044.75
255.59
D
16987.58
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-81.80 00
7.60
kg 372.13
T2 81.8000-80.00 00
6.21
152.03
T3 80.0000-78.37 00
6.10
168.27
T4 78.3700-73.36 00
25.80
513.49
T5 73.3600-70.02 00
24.42
367.69
T6 70.0200-65.01 00
43.19
551.54
T7 65.0100-60.00 00
49.35
770.74
T8 60.0000-58.20 00
18.27
279.03
T9 58.2000-56.40 00
18.27
296.13
T10 56.4000-52.32 00
41.41
671.63
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.24 0.24 0.24 0.411 0.26 0.26 0.26 0.505 0.26 0.26 0.26 0.55 0.123 0.123 0.123 0.446 0.108 0.108 0.108 0.398 0.1 0.1 0.1 0.33 0.092 0.092 0.092 0.301
CF
2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.813 2.813 2.813 2.25 2.736 2.736 2.736 2.041 2.738 2.738 2.738 1.965 3.336 3.336 3.336 2.164 3.408 3.408 3.408 2.284 3.452 3.452 3.452 2.488 3.491 3.491 3.491 2.586
RR
0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.599 0.599 0.599 0.656 0.604 0.604 0.604 0.7 0.604 0.604 0.604 0.724 0.578 0.578 0.578 0.671 0.576 0.576 0.576 0.651 0.575 0.575 0.575 0.626 0.574 0.574 0.574 0.616
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.994 0.994 0.994 1.186 0.417 0.417 0.417 0.567 0.448 0.448 0.448 0.592 1.369 1.369 1.369 2.007 0.993 0.993 0.993 1.647 1.487 1.487 1.487 2.690 0.723 0.723 0.723 2.003 0.264 0.264 0.264 0.723 0.305 0.305 0.305 0.747 0.705 0.705 0.705 1.691
kg 86.43
kglm 20.58
D
44.22
24.57
D
48.23
29.59
D
152.55
30.45
D
111.74
33.45
D
172.74
34.48
D
138.52
27.65
D
51.95
28.86
D
57.94
32.19
D
134.28
32.91
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg 41.41
kg 671.63
T12 48.2400-44.16 00
43.15
671.63
T13 44.1600-40.08 00
45.50
669.15
T14 40.0800-36.00 00
48.60
669.15
T15 36.0000-34.00 00
24.02
413.52
T16 34.0000-32.00 00
24.02
445.32
T17 32.0000-30.00 00
24.02
467.45
T18 30.0000-28.00 00
24.02
489.78
T19 28.0000-24.00 00
48.04
863.35
T20 24.0000-20.00 00
48.04
914.54
T21 20.0000-16.00 00
48.04
967.71
T22 16.0000-12.00 00
51.25
1060.16
T23 12.0000-8.000 0
51.25
1120.86
T24 8.0000-0.0000
102.50
2262.63
Sum Weight:
864.47
15829.58
T11 52.3200-48.24 00
28 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.31 0.201 0.201 0.201 0.434 0.201 0.201 0.201 0.45 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168
CF
RR
3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.555 2.974 2.974 2.974 2.193 2.976 2.976 2.976 2.156 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123
0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.619 0.591 0.591 0.591 0.666 0.591 0.591 0.591 0.673 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
w
Designed by
Ing. C. Londoño M.
AE
F
m2 0.705 0.705 0.705 1.691 0.705 0.705 0.705 1.738 1.526 1.526 1.526 2.700 1.523 1.523 1.523 2.792 0.933 0.933 0.933 1.564 1.002 1.002 1.002 1.613 1.054 1.054 1.054 1.651 1.107 1.107 1.107 1.694 2.266 2.266 2.266 3.413 2.391 2.391 2.391 3.518 2.522 2.522 2.522 3.635 2.730 2.730 2.730 3.905 2.877 2.877 2.877 4.045 5.357 5.357 5.357 7.667
kg 131.32
kglm 32.19
D
130.17
31.90
D
169.07
41.44
D
166.91
40.91
D
90.38
45.19
D
96.67
48.34
D
101.85
50.92
D
106.47
53.24
D
220.22
55.05
D
228.23
57.06
D
231.66
57.92
D
235.77
58.94
D
227.71
56.93
D
454.08
56.76
D
3589.09
Ctrl. Face
Page
Job
RISATower
29 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-81.80 00
7.60
kg 372.13
T2 81.8000-80.00 00
6.21
152.03
T3 80.0000-78.37 00
6.10
168.27
T4 78.3700-73.36 00
25.80
513.49
T5 73.3600-70.02 00
24.42
367.69
T6 70.0200-65.01 00
43.19
551.54
T7 65.0100-60.00 00
49.35
770.74
T8 60.0000-58.20 00
18.27
279.03
T9 58.2000-56.40 00
18.27
296.13
T10 56.4000-52.32 00
41.41
671.63
T11 52.3200-48.24 00
41.41
671.63
T12 48.2400-44.16 00
43.15
671.63
T13 44.1600-40.08 00
45.50
669.15
T14 40.0800-36.00 00
48.60
669.15
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.24 0.24 0.24 0.411 0.26 0.26 0.26 0.505 0.26 0.26 0.26 0.55 0.123 0.123 0.123 0.446 0.108 0.108 0.108 0.398 0.1 0.1 0.1 0.33 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.301 0.092 0.092 0.092 0.31 0.201 0.201 0.201 0.434 0.201 0.201 0.201
CF
RR
DF
DR
2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.813 2.813 2.813 2.25 2.736 2.736 2.736 2.041 2.738 2.738 2.738 1.965 3.336 3.336 3.336 2.164 3.408 3.408 3.408 2.284 3.452 3.452 3.452 2.488 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.586 3.491 3.491 3.491 2.555 2.974 2.974 2.974 2.193 2.976 2.976 2.976
0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.599 0.599 0.599 0.656 0.604 0.604 0.604 0.7 0.604 0.604 0.604 0.724 0.578 0.578 0.578 0.671 0.576 0.576 0.576 0.651 0.575 0.575 0.575 0.626 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.616 0.574 0.574 0.574 0.619 0.591 0.591 0.591 0.666 0.591 0.591 0.591
1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.151 1.151 1.151 1.2 1.151 1.151 1.151
1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.18 1.18 1.18 1.2 1.195 1.195 1.195 1.2 1.195 1.195 1.195 1.2 1.092 1.092 1.092 1.2 1.081 1.081 1.081 1.2 1.075 1.075 1.075 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.069 1.069 1.069 1.2 1.151 1.151 1.151 1.2 1.151 1.151 1.151
AE
F
w
Ctrl. Face
m2 1.193 1.193 1.193 1.423 0.499 0.499 0.499 0.680 0.529 0.529 0.529 0.710 1.615 1.615 1.615 2.409 1.187 1.187 1.187 1.977 1.776 1.776 1.776 3.228 0.790 0.790 0.790 2.403 0.285 0.285 0.285 0.868 0.328 0.328 0.328 0.896 0.753 0.753 0.753 2.029 0.753 0.753 0.753 2.029 0.753 0.753 0.753 2.085 1.757 1.757 1.757 3.240 1.753 1.753 1.753
kg 103.72
kglm 24.69
D
53.06
29.48
D
57.87
35.51
D
183.06
36.54
D
134.09
40.15
D
207.29
41.37
D
166.23
33.18
D
62.34
34.63
D
69.53
38.63
D
161.13
39.49
D
157.58
38.62
D
156.21
38.29
D
202.88
49.73
D
200.30
49.09
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T15 36.0000-34.00 00
24.02
413.52
T16 34.0000-32.00 00
24.02
445.32
T17 32.0000-30.00 00
24.02
467.45
T18 30.0000-28.00 00
24.02
489.78
T19 28.0000-24.00 00
48.04
863.35
T20 24.0000-20.00 00
48.04
914.54
T21 20.0000-16.00 00
48.04
967.71
T22 16.0000-12.00 00
51.25
1060.16
T23 12.0000-8.000 0
51.25
1120.86
T24 8.0000-0.0000
102.50
2262.63
Sum Weight:
864.47
15829.58
30 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.45 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168
CF
RR
DF
DR
2.156 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123
0.673 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584
1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126
1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126
AE
F
w
m2 3.350 1.094 1.094 1.094 1.877 1.162 1.162 1.162 1.936 1.211 1.211 1.211 1.982 1.261 1.261 1.261 2.032 2.544 2.544 2.544 4.095 2.654 2.654 2.654 4.205 2.775 2.775 2.775 4.268 2.991 2.991 2.991 4.549 3.136 3.136 3.136 4.659 5.745 5.745 5.745 8.631
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
108.46
54.23
D
116.01
58.00
D
122.22
61.11
D
127.77
63.88
D
264.26
66.07
D
272.77
68.19
D
272.01
68.00
D
274.63
68.66
D
262.31
65.58
D
511.19
63.90
D
4246.89
Mast Vectors - No Ice Section No. T1
Section Elevation m 86.0000-81.8000
T2
81.8000-80.0000
T3
80.0000-78.3700
Wind Azimuth ° 0 45 90 0 45 90 0 45
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90
F
Vx
Vz
OTMx
OTMz
Torque
kg 345.73 414.87 345.73 176.87 212.24 176.87 192.91 231.50
kg
kg -345.73 -293.36 0.00 -176.87 -150.08 0.00 -192.91 -163.69
kg-m -29004 -24611 2 -14306 -12139 3 -15272 -12959
kg-m
kg-m
0.00 293.36 345.73 0.00 150.08 176.87 0.00 163.69
0 -24613 -29007 0 -12141 -14309 0 -12962
0 6 7 0 8 9 0 10
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m
T4
78.3700-73.3600
T5
73.3600-70.0200
T6
70.0200-65.0100
T7
65.0100-60.0000
T8
60.0000-58.2000
T9
58.2000-56.4000
T10
56.4000-52.3200
T11
52.3200-48.2400
T12
48.2400-44.1600
T13
44.1600-40.0800
T14
40.0800-36.0000
T15
36.0000-34.0000
T16
34.0000-32.0000
T17
32.0000-30.0000
T18
30.0000-28.0000
T19
28.0000-24.0000
T20
24.0000-20.0000
T21
20.0000-16.0000
T22
16.0000-12.0000
T23
12.0000-8.0000
Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Page
Job
31 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F kg 192.91 610.21 732.25 610.21 446.95 536.34 446.95 690.96 829.15 690.96 554.09 664.91 554.09 207.79 249.34 207.79 231.75 278.10 231.75 537.11 644.53 537.11 525.27 630.32 525.27 520.68 624.82 520.68 676.26 811.52 676.26 667.65 801.18 667.65 361.53 433.83 361.53 386.69 464.03 386.69 407.39 488.86 407.39 425.89 511.07 425.89 880.87 1057.04 880.87 912.91 1091.10 912.91 926.65 1088.05 926.65 943.09 1098.51 943.09 910.82 1049.25 910.82
Vx
Vz
OTMx
OTMz
kg 192.91 0.00 517.78 610.21 0.00 379.25 446.95 0.00 586.30 690.96 0.00 470.16 554.09 0.00 176.31 207.79 0.00 196.65 231.75 0.00 455.75 537.11 0.00 445.70 525.27 0.00 441.81 520.68 0.00 573.83 676.26 0.00 566.52 667.65 0.00 306.77 361.53 0.00 328.12 386.69 0.00 345.68 407.39 0.00 361.38 425.89 0.00 747.44 880.87 0.00 771.52 912.91 0.00 769.37 926.65 0.00 776.76 943.09 0.00 741.93 910.82
kg
kg-m
kg-m -15276 0 -39281 -46293 0 -27189 -32042 0 -39584 -46650 0 -29387 -34633 0 -10420 -12280 0 -11268 -13279 0 -24775 -29197 0 -22410 -26410 0 -20412 -24056 0 -24170 -28484 0 -21550 -25397 0 -10737 -12653 0 -10828 -12761 0 -10716 -12629 0 -10480 -12351 0 -19433 -22903 0 -16974 -20084 0 -13849 -16680 0 -10875 -13203 0 -7419 -9108
0.00 -610.21 -517.78 0.00 -446.95 -379.25 0.00 -690.96 -586.30 0.00 -554.09 -470.16 0.00 -207.79 -176.31 0.00 -231.75 -196.65 0.00 -537.11 -455.75 0.00 -525.27 -445.70 0.00 -520.68 -441.81 0.00 -676.26 -573.83 0.00 -667.65 -566.52 0.00 -361.53 -306.77 0.00 -386.69 -328.12 0.00 -407.39 -345.68 0.00 -425.89 -361.38 0.00 -880.87 -747.44 0.00 -912.91 -771.52 0.00 -926.65 -769.37 0.00 -943.09 -776.76 0.00 -910.82 -741.93 0.00
3 -46279 -39267 15 -32028 -27175 14 -46626 -39560 24 -34606 -29360 28 -12268 -10408 12 -13264 -11253 15 -29160 -24737 38 -26373 -22372 38 -24016 -20373 39 -28443 -24128 41 -25353 -21506 44 -12630 -10713 24 -12733 -10800 28 -12598 -10685 31 -12316 -10445 35 -22821 -19352 82 -19987 -16877 97 -16568 -13737 112 -13067 -10739 136 -8956 -7267 152
13:55:02 10/10/13 Designed by
Ing. C. Londoño M. Torque kg-m 12 0 44 52 0 41 48 0 72 85 0 105 123 0 46 54 0 59 70 0 150 177 0 147 173 0 150 176 0 117 138 0 122 143 0 61 71 0 71 84 0 82 96 0 92 108 0 217 256 0 254 300 0 280 337 0 316 383 0 323 396
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m 8.0000-0.0000
T24
Wind Azimuth ° 0 45 90
Page
Job
32 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
F
Vx
kg 1816.30 2044.75 1816.30
Wind Normal Wind 90 Wind Normal
kg 0.00 1445.85 1816.30
Vz kg -1816.30 -1445.85 0.00
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
OTMx
OTMz
Torque
kg-m -6912 -5430 353
kg-m
kg-m
0 -5783 -7265
0 775 974
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 12012.03 14356.38
Vz kg -14356.38 -12012.03 0.00
OTMx
OTMz
Torque
kg-m -515586 -435891 1366
kg-m
kg-m
0 -437256 -516952
0 3546 4274
Mast Vectors - Service Section No. T1
Section Elevation m 86.0000-81.8000
T2
81.8000-80.0000
T3
80.0000-78.3700
T4
78.3700-73.3600
T5
73.3600-70.0200
T6
70.0200-65.0100
T7
65.0100-60.0000
T8
60.0000-58.2000
T9
58.2000-56.4000
T10
56.4000-52.3200
T11
52.3200-48.2400
T12
48.2400-44.1600
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal
F
Vx
Vz
OTMx
OTMz
Torque
kg 86.43 103.72 86.43 44.22 53.06 44.22 48.23 57.87 48.23 152.55 183.06 152.55 111.74 134.09 111.74 172.74 207.29 172.74 138.52 166.23 138.52 51.95 62.34 51.95 57.94 69.53 57.94 134.28 161.13 134.28 131.32 157.58 131.32 130.17
kg
kg -86.43 -73.34 0.00 -44.22 -37.52 0.00 -48.23 -40.92 0.00 -152.55 -129.44 0.00 -111.74 -94.81 0.00 -172.74 -146.57 0.00 -138.52 -117.54 0.00 -51.95 -44.08 0.00 -57.94 -49.16 0.00 -134.28 -113.94 0.00 -131.32 -111.43 0.00 -130.17
kg-m -7249 -6151 2 -3574 -3033 3 -3816 -3237 3 -11559 -9806 15 -7997 -6783 14 -11638 -9872 24 -8631 -7319 28 -3058 -2593 12 -3305 -2802 15 -7262 -6156 38 -6565 -5565 38 -5975
kg-m
kg-m
0.00 73.34 86.43 0.00 37.52 44.22 0.00 40.92 48.23 0.00 129.44 152.55 0.00 94.81 111.74 0.00 146.57 172.74 0.00 117.54 138.52 0.00 44.08 51.95 0.00 49.16 57.94 0.00 113.94 134.28 0.00 111.43 131.32 0.00
0 -6153 -7252 0 -3035 -3577 0 -3241 -3819 0 -9820 -11573 0 -6797 -8011 0 -9896 -11663 0 -7347 -8658 0 -2605 -3070 0 -2817 -3320 0 -6194 -7299 0 -5603 -6603 0
0 2 2 0 2 2 0 3 3 0 11 13 0 10 12 0 18 21 0 26 31 0 11 13 0 15 17 0 38 44 0 37 43 0
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m
T13
44.1600-40.0800
T14
40.0800-36.0000
T15
36.0000-34.0000
T16
34.0000-32.0000
T17
32.0000-30.0000
T18
30.0000-28.0000
T19
28.0000-24.0000
T20
24.0000-20.0000
T21
20.0000-16.0000
T22
16.0000-12.0000
T23
12.0000-8.0000
T24
8.0000-0.0000
Wind Azimuth ° 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Page
Job
33 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
kg 156.21 130.17 169.07 202.88 169.07 166.91 200.30 166.91 90.38 108.46 90.38 96.67 116.01 96.67 101.85 122.22 101.85 106.47 127.77 106.47 220.22 264.26 220.22 228.23 272.77 228.23 231.66 272.01 231.66 235.77 274.63 235.77 227.71 262.31 227.71 454.08 511.19 454.08
kg 110.45 130.17 0.00 143.46 169.07 0.00 141.63 166.91 0.00 76.69 90.38 0.00 82.03 96.67 0.00 86.42 101.85 0.00 90.35 106.47 0.00 186.86 220.22 0.00 192.88 228.23 0.00 192.34 231.66 0.00 194.19 235.77 0.00 185.48 227.71 0.00 361.46 454.08
kg -110.45 0.00 -169.07 -143.46 0.00 -166.91 -141.63 0.00 -90.38 -76.69 0.00 -96.67 -82.03 0.00 -101.85 -86.42 0.00 -106.47 -90.35 0.00 -220.22 -186.86 0.00 -228.23 -192.88 0.00 -231.66 -192.34 0.00 -235.77 -194.19 0.00 -227.71 -185.48 0.00 -454.08 -361.46 0.00
kg-m -5064 39 -7080 -6001 41 -6305 -5343 44 -3140 -2660 24 -3163 -2679 28 -3126 -2648 31 -3053 -2585 35 -5644 -4777 82 -4924 -4146 97 -4058 -3350 112 -3165 -2583 136 -2125 -1703 152 -1463 -1093 353
kg-m -5103 -6014 0 -6042 -7121 0 -5388 -6349 0 -2684 -3163 0 -2707 -3190 0 -2679 -3157 0 -2620 -3088 0 -4858 -5726 0 -4243 -5021 0 -3462 -4170 0 -2719 -3301 0 -1855 -2277 0 -1446 -1816
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -3589.09 -3003.01 0.00
kg-m -127872 -107948 1366
kg-m
kg-m
0.00 3003.01 3589.09
0 -109314 -129238
0 886 1069
Discrete Appurtenance Pressures - No Ice
GH = 1.092
Torque kg-m 37 44 0 29 34 0 30 36 0 15 18 0 18 21 0 20 24 0 23 27 0 54 64 0 63 75 0 70 84 0 79 96 0 81 99 0 194 243
RISATower I. P. DOLMEN S.A.
Description
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:
34 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 812.00
Offsetx
Offsetz
m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828
m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828
z m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000
Kz 1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828
qz kPa 1.23 1.23 1.23 1.22 1.22 1.22 1.21 1.21 1.21 1.21 1.21 1.21 1.20 1.20 1.19 1.19 1.19 1.19 1.19 1.18 1.18 1.18 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.16 1.15 1.15 1.07 1.10 1.05 1.05 1.03 1.03 1.02 1.02 1.00 1.00 1.26 1.26 1.25 1.25 1.25 1.25 1.25 1.25
CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Fa
35 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 0.00 19.33 27.34
Vz
kg 6.83 4.83 0.00
OTMx
kg 0.00 19.33 27.34
OTMz
kg-m -6.83 -4.83 0.00
Designed by
Ing. C. Londoño M. Torque
kg-m -540 -382 0
13:55:02 10/10/13
kg-m 9 -1518 -2151
-4 -3 0
2 ANT TV 0.20x0.80m - Elevation 79 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.34 19.33 0.00
Vz
kg 0.00 4.83 6.83
OTMx
kg 0.00 4.83 6.83
OTMz
kg-m -27.34 -19.33 0.00
Torque
kg-m -2169 -1536 -9
kg-m 0 -382 -540
0 -3 -4
2 ANT TV 0.20x0.80m - Elevation 79 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.33 27.34
Vz
kg 6.83 4.83 0.00
OTMx
kg 0.00 19.33 27.34
OTMz
kg-m -6.83 -4.83 0.00
Torque
kg-m -540 -382 0
kg-m -9 -1536 -2169
4 3 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.19 27.14
Vz
kg 6.78 4.80 0.00
OTMx
kg 0.00 19.19 27.14
OTMz
kg-m -6.78 -4.80 0.00
Torque
kg-m -522 -369 0
kg-m 17 -1461 -2073
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.14 19.19 0.00
Vz
kg 0.00 4.80 6.78
OTMx
kg 0.00 4.80 6.78
OTMz
kg-m -27.14 -19.19 0.00
Torque
kg-m -2106 -1494 -17
kg-m 0 -369 -522
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 77 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.19 27.14
Vz
kg 6.78 4.80 0.00
OTMx
kg 0.00 19.19 27.14
OTMz
kg-m -6.78 -4.80 0.00
Torque
kg-m -522 -369 0
kg-m -17 -1494 -2106
7 5 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 19.08
Vz
kg 6.75 4.77
OTMx
kg 0.00 19.08
OTMz
kg-m -6.75 -4.77
Torque
kg-m -509 -360
kg-m 17 -1424
-7 -5
Page
Job
RISATower
36 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 26.99
Vz
kg 0.00
OTMx
kg 26.99
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -2021
0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B
Fs
kg
0 45 90
Vx
kg 26.99 19.08 0.00
Vz
kg 0.00 4.77 6.75
OTMx
kg 0.00 4.77 6.75
OTMz
kg-m -26.99 -19.08 0.00
Torque
kg-m -2054 -1458 -17
kg-m 0 -360 -509
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.08 26.99
Vz
kg 6.75 4.77 0.00
OTMx
kg 0.00 19.08 26.99
OTMz
kg-m -6.75 -4.77 0.00
Torque
kg-m -509 -360 0
kg-m -17 -1458 -2054
7 5 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.97 26.83
Vz
kg 6.71 4.74 0.00
OTMx
kg 0.00 18.97 26.83
OTMz
kg-m -6.71 -4.74 0.00
Torque
kg-m -496 -351 0
kg-m 17 -1387 -1969
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.83 18.97 0.00
Vz
kg 0.00 4.74 6.71
OTMx
kg 0.00 4.74 6.71
OTMz
kg-m -26.83 -18.97 0.00
Torque
kg-m -2002 -1421 -17
kg-m 0 -351 -496
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 74 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.97 26.83
Vz
kg 6.71 4.74 0.00
OTMx
kg 0.00 18.97 26.83
OTMz
kg-m -6.71 -4.74 0.00
Torque
kg-m -496 -351 0
kg-m -17 -1421 -2002
7 5 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 18.90
Vz
kg 6.68 4.72
OTMx
kg 0.00 18.90
OTMz
kg-m -6.68 -4.72
Torque
kg-m -488 -345
kg-m 17 -1363
-7 -5
Page
Job
RISATower
37 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 73 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 26.73
Vz
kg 0.00
OTMx
kg 26.73
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1934
0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face B
Fs
kg
0 45 90
Vx
kg 26.73 18.90 0.00
Vz
kg 0.00 4.72 6.68
OTMx
kg 0.00 4.72 6.68
OTMz
kg-m -26.73 -18.90 0.00
Torque
kg-m -1968 -1396 -17
kg-m 0 -345 -488
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 71 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.75 26.52
Vz
kg 6.63 4.69 0.00
OTMx
kg 0.00 18.75 26.52
OTMz
kg-m -6.63 -4.69 0.00
Torque
kg-m -471 -333 0
kg-m 17 -1314 -1866
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 71 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.52 18.75 0.00
Vz
kg 0.00 4.69 6.63
OTMx
kg 0.00 4.69 6.63
OTMz
kg-m -26.52 -18.75 0.00
Torque
kg-m -1899 -1348 -17
kg-m 0 -333 -471
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 70 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.67 26.41
Vz
kg 6.60 4.67 0.00
OTMx
kg 0.00 18.67 26.41
OTMz
kg-m -6.60 -4.67 0.00
Torque
kg-m -462 -327 0
kg-m 17 -1290 -1832
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 70 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.41 18.67 0.00
Vz
kg 0.00 4.67 6.60
OTMx
kg 0.00 4.67 6.60
OTMz
kg-m -26.41 -18.67 0.00
Torque
kg-m -1865 -1324 -17
kg-m 0 -327 -462
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 70 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 18.67
Vz
kg 6.60 4.67
OTMx
kg 0.00 18.67
OTMz
kg-m -6.60 -4.67
Torque
kg-m -462 -327
kg-m -17 -1324
7 5
Page
Job
RISATower
38 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 70 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 26.41
Vz
kg 0.00
OTMx
kg 26.41
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1865
0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 18.52 26.19
Vz
kg 6.55 4.63 0.00
OTMx
kg 0.00 18.52 26.19
OTMz
kg-m -6.55 -4.63 0.00
Torque
kg-m -445 -315 0
kg-m 17 -1243 -1764
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.19 18.52 0.00
Vz
kg 0.00 4.63 6.55
OTMx
kg 0.00 4.63 6.55
OTMz
kg-m -26.19 -18.52 0.00
Torque
kg-m -1798 -1276 -17
kg-m 0 -315 -445
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 68 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.52 26.19
Vz
kg 6.55 4.63 0.00
OTMx
kg 0.00 18.52 26.19
OTMz
kg-m -6.55 -4.63 0.00
Torque
kg-m -445 -315 0
kg-m -17 -1276 -1798
7 5 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.40 26.03
Vz
kg 6.51 4.60 0.00
OTMx
kg 0.00 18.40 26.03
OTMz
kg-m -6.51 -4.60 0.00
Torque
kg-m -433 -306 0
kg-m 17 -1207 -1714
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.03 18.40 0.00
Vz
kg 0.00 4.60 6.51
OTMx
kg 0.00 4.60 6.51
OTMz
kg-m -26.03 -18.40 0.00
Torque
kg-m -1747 -1241 -17
kg-m 0 -306 -433
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 18.40
Vz
kg 6.51 4.60
OTMx
kg 0.00 18.40
OTMz
kg-m -6.51 -4.60
Torque
kg-m -433 -306
kg-m -17 -1241
7 5
Page
Job
RISATower
39 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 26.03
Vz
kg 0.00
OTMx
kg 26.03
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1747
0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 18.28 25.86
Vz
kg 6.46 4.57 0.00
OTMx
kg 0.00 18.28 25.86
OTMz
kg-m -6.46 -4.57 0.00
Torque
kg-m -420 -297 0
kg-m 17 -1172 -1664
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.86 18.28 0.00
Vz
kg 0.00 4.57 6.46
OTMx
kg 0.00 4.57 6.46
OTMz
kg-m -25.86 -18.28 0.00
Torque
kg-m -1697 -1205 -17
kg-m 0 -297 -420
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 65 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.28 25.86
Vz
kg 6.46 4.57 0.00
OTMx
kg 0.00 18.28 25.86
OTMz
kg-m -6.46 -4.57 0.00
Torque
kg-m -420 -297 0
kg-m -17 -1205 -1697
7 5 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.20 25.74
Vz
kg 6.44 4.55 0.00
OTMx
kg 0.00 18.20 25.74
OTMz
kg-m -6.44 -4.55 0.00
Torque
kg-m -412 -291 0
kg-m 17 -1148 -1631
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.74 18.20 0.00
Vz
kg 0.00 4.55 6.44
OTMx
kg 0.00 4.55 6.44
OTMz
kg-m -25.74 -18.20 0.00
Torque
kg-m -1664 -1182 -17
kg-m 0 -291 -412
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 62 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 18.04
Vz
kg 6.38 4.51
OTMx
kg 0.00 18.04
OTMz
kg-m -6.38 -4.51
Torque
kg-m -395 -280
kg-m 17 -1102
-7 -5
Page
Job
RISATower
40 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 62 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 25.51
Vz
kg 0.00
OTMx
kg 25.51
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1565
0
2 ANT TV 0.20x0.80m - Elevation 62 - From Face B
Fs
kg
0 45 90
Vx
kg 25.51 18.04 0.00
Vz
kg 0.00 4.51 6.38
OTMx
kg 0.00 4.51 6.38
OTMz
kg-m -25.51 -18.04 0.00
Torque
kg-m -1598 -1135 -17
kg-m 0 -280 -395
0 -5 -7
2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.15 35.57 25.15
Vz
kg 8.38 0.00 8.38
OTMx
kg 11.86 25.15 23.71
OTMz
kg-m -23.71 -25.15 -11.86
Torque
kg-m -1101 -1170 -531
kg-m -531 -1170 -1101
-15 0 15
2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.01 36.78 26.01
Vz
kg 8.67 0.00 8.67
OTMx
kg 12.26 26.01 24.52
OTMz
kg-m -24.52 -26.01 -12.26
Torque
kg-m -1287 -1367 -624
kg-m -624 -1367 -1287
-15 0 15
2 ANT TV 0.25x0.90m - Elevation 45 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.75 27.93
Vz
kg 6.98 4.94 0.00
OTMx
kg 0.00 19.75 27.93
OTMz
kg-m -6.98 -4.94 0.00
Torque
kg-m -314 -222 0
kg-m 28 -861 -1229
-10 -7 0
2 ANT TV 0.25x0.90m - Elevation 45 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.93 19.75 0.00
Vz
kg 0.00 4.94 6.98
OTMx
kg 0.00 4.94 6.98
OTMz
kg-m -27.93 -19.75 0.00
Torque
kg-m -1239 -871 18
kg-m 0 -222 -314
0 4 6
2 ANT TV 0.25x0.90m - Elevation 42 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 19.37
Vz
kg 6.85 4.84
OTMx
kg 0.00 19.37
OTMz
kg-m -6.85 -4.84
Torque
kg-m -288 -203
kg-m 28 -785
-10 -7
Page
Job
RISATower
41 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.25x0.90m - Elevation 42 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 27.39
Vz
kg 0.00
OTMx
kg 27.39
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -1122
0
2 ANT TV 0.25x0.90m - Elevation 42 - From Face D
Fs
kg
0 45 90
Vx
kg 27.39 19.37 0.00
Vz
kg 0.00 4.84 6.85
OTMx
kg 0.00 4.84 6.85
OTMz
kg-m -27.39 -19.37 0.00
Torque
kg-m -1132 -795 18
kg-m 0 -203 -288
0 4 6
2 ANT TV 0.25x0.90m - Elevation 41 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.23 27.20
Vz
kg 6.80 4.81 0.00
OTMx
kg 0.00 19.23 27.20
OTMz
kg-m -6.80 -4.81 0.00
Torque
kg-m -279 -197 0
kg-m 28 -761 -1087
-10 -7 0
2 ANT TV 0.25x0.90m - Elevation 41 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.20 19.23 0.00
Vz
kg 0.00 4.81 6.80
OTMx
kg 0.00 4.81 6.80
OTMz
kg-m -27.20 -19.23 0.00
Torque
kg-m -1097 -771 18
kg-m 0 -197 -279
0 4 6
2 ANT TV 0.25x0.90m - Elevation 39 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.96 26.81
Vz
kg 6.70 4.74 0.00
OTMx
kg 0.00 18.96 26.81
OTMz
kg-m -6.70 -4.74 0.00
Torque
kg-m -261 -185 0
kg-m 28 -711 -1018
-9 -7 0
2 ANT TV 0.25x0.90m - Elevation 39 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.81 18.96 0.00
Vz
kg 0.00 4.74 6.70
OTMx
kg 0.00 4.74 6.70
OTMz
kg-m -26.81 -18.96 0.00
Torque
kg-m -1028 -721 18
kg-m 0 -185 -261
0 4 6
AT15-250 - Elevation 86 - From Leg C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 47.04 0.00
Vz
kg 25.75 36.41
OTMx
kg -15.06 25.75
OTMz
kg-m -51.47 -25.75
Torque
kg-m -4420 -2208
kg-m 1289 -2220
21 30
Page
Job
RISATower
42 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 86 - From Leg C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 47.04
Vz
kg 25.75
OTMx
kg 51.47
OTMz
kg-m 15.06
Torque
kg-m 1301
kg-m -4432
21
AT15-250 - Elevation 86 - From Leg D
Fs
kg
0 45 90
Vx
kg 47.04 66.52 47.04
Vz
kg 25.75 0.00 25.75
OTMx
kg 15.06 47.04 51.47
OTMz
kg-m -51.47 -47.04 -15.06
Torque
kg-m -4420 -4039 -1289
kg-m -1289 -4039 -4420
-21 0 21
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.88 0.00 46.88
Vz
kg 25.66 36.29 25.66
OTMx
kg -15.00 25.66 51.30
OTMz
kg-m -51.30 -25.66 15.00
Torque
kg-m -4354 -2175 1281
kg-m 1270 -2187 -4366
21 30 21
AT15-250 - Elevation 85 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.88 66.30 46.88
Vz
kg 25.66 0.00 25.66
OTMx
kg 15.00 46.88 51.30
OTMz
kg-m -51.30 -46.88 -15.00
Torque
kg-m -4354 -3979 -1270
kg-m -1270 -3979 -4354
-21 0 21
AT15-250 - Elevation 84 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.72 0.00 46.72
Vz
kg 25.57 36.17 25.57
OTMx
kg -14.95 25.57 51.12
OTMz
kg-m -51.12 -25.57 14.95
Torque
kg-m -4288 -2142 1262
kg-m 1250 -2154 -4300
21 30 21
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.72 66.08 46.72
Vz
kg 25.57 0.00 25.57
OTMx
kg 14.95 46.72 51.12
OTMz
kg-m -51.12 -46.72 -14.95
Torque
kg-m -4288 -3919 -1250
kg-m -1250 -3919 -4288
-21 0 21
AT15-250 - Elevation 83 - From Leg C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 46.56 0.00
Vz
kg 25.49 36.04
OTMx
kg -14.90 25.49
OTMz
kg-m -50.95 -25.49
Torque
kg-m -4223 -2110
kg-m 1231 -2121
21 30
Page
Job
RISATower
43 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 83 - From Leg C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 46.56
Vz
kg 25.49
OTMx
kg
OTMz
kg-m
50.95
14.90
Torque
kg-m 1243
kg-m -4235
21
AT15-250 - Elevation 83 - From Leg D
Fs
kg
0 45 90
Vx
kg 46.56 65.85 46.56
Vz
kg 25.49 0.00 25.49
OTMx
kg
OTMz
kg-m
14.90 46.56 50.95
-50.95 -46.56 -14.90
Torque
kg-m -4223 -3859 -1231
kg-m -1231 -3859 -4223
-21 0 21
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1044.36 -755.52 -24.12
kg-m
kg-m
kg-m
24.12 868.37 1203.94
-74590 -53613 -1231
-977 -61481 -85821
-96 34 144
Discrete Appurtenance Pressures - Service Description
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m
Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000
Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00
Offsetx
Offsetz
m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500
m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000
z m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000
Kz 1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704
qz kPa 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29
GH = 1.092
CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000
CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
44 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:
Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 812.00
Offsetx
Offsetz
z
m 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828
m -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828
m 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000
Kz
qz
1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828
kPa 0.29 0.29 0.29 0.29 0.29 0.29 0.27 0.28 0.26 0.26 0.26 0.26 0.25 0.25 0.25 0.25 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31
CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.83 6.83
Vz
kg 1.71 1.21 0.00
OTMx
kg 0.00 4.83 6.83
OTMz
kg-m -1.71 -1.21 0.00
Torque
kg-m -135 -95 0
kg-m 9 -373 -531
-1 -1 0
2 ANT TV 0.20x0.80m - Elevation 79 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.83 4.83 0.00
Vz
kg 0.00 1.21 1.71
OTMx
kg 0.00 1.21 1.71
OTMz
kg-m -6.83 -4.83 0.00
Torque
kg-m -549 -391 -9
kg-m 0 -95 -135
0 -1 -1
2 ANT TV 0.20x0.80m - Elevation 79 - From Face C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 4.83 6.83
Vz
kg 1.71 1.21 0.00
OTMx
kg 0.00 4.83 6.83
OTMz
kg-m -1.71 -1.21 0.00
Torque
kg-m -135 -95 0
kg-m -9 -391 -549
1 1 0
Page
Job
RISATower
45 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 77 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.80 6.78
Vz
kg 1.70 1.20 0.00
OTMx
kg 0.00 4.80 6.78
OTMz
kg-m -1.70 -1.20 0.00
Torque
kg-m -131 -92 0
kg-m 17 -353 -506
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.78 4.80 0.00
Vz
kg 0.00 1.20 1.70
OTMx
kg 0.00 1.20 1.70
OTMz
kg-m -6.78 -4.80 0.00
Torque
kg-m -539 -386 -17
kg-m 0 -92 -131
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 77 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.80 6.78
Vz
kg 1.70 1.20 0.00
OTMx
kg 0.00 4.80 6.78
OTMz
kg-m -1.70 -1.20 0.00
Torque
kg-m -131 -92 0
kg-m -17 -386 -539
2 1 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.77 6.75
Vz
kg 1.69 1.19 0.00
OTMx
kg 0.00 4.77 6.75
OTMz
kg-m -1.69 -1.19 0.00
Torque
kg-m -127 -90 0
kg-m 17 -343 -493
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.75 4.77 0.00
Vz
kg 0.00 1.19 1.69
OTMx
kg 0.00 1.19 1.69
OTMz
kg-m -6.75 -4.77 0.00
Torque
kg-m -526 -377 -17
kg-m 0 -90 -127
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 4.77 6.75
Vz
kg 1.69 1.19 0.00
OTMx
kg 0.00 4.77 6.75
OTMz
kg-m -1.69 -1.19 0.00
2 ANT TV 0.20x0.80m - Elevation 74 - From Face A
Torque
kg-m -127 -90 0
kg-m -17 -377 -526
2 1 0
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Fa
46 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 0.00 4.74 6.71
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.74 6.71
OTMz
kg-m -1.68 -1.19 0.00
Designed by
Ing. C. Londoño M. Torque
kg-m -124 -88 0
13:55:02 10/10/13
kg-m 17 -334 -480
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.71 4.74 0.00
Vz
kg 0.00 1.19 1.68
OTMx
kg 0.00 1.19 1.68
OTMz
kg-m -6.71 -4.74 0.00
Torque
kg-m -513 -368 -17
kg-m 0 -88 -124
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 74 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.74 6.71
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.74 6.71
OTMz
kg-m -1.68 -1.19 0.00
Torque
kg-m -124 -88 0
kg-m -17 -368 -513
2 1 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.72 6.68
Vz
kg 1.67 1.18 0.00
OTMx
kg 0.00 4.72 6.68
OTMz
kg-m -1.67 -1.18 0.00
Torque
kg-m -122 -86 0
kg-m 17 -328 -471
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.68 4.72 0.00
Vz
kg 0.00 1.18 1.67
OTMx
kg 0.00 1.18 1.67
OTMz
kg-m -6.68 -4.72 0.00
Torque
kg-m -505 -362 -17
kg-m 0 -86 -122
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 71 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.69 6.63
Vz
kg 1.66 1.17 0.00
OTMx
kg 0.00 4.69 6.63
OTMz
kg-m -1.66 -1.17 0.00
Torque
kg-m -118 -83 0
kg-m 17 -316 -454
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 71 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.63 4.69
Vz
kg 0.00 1.17
OTMx
kg 0.00 1.17
OTMz
kg-m -6.63 -4.69
Torque
kg-m -487 -350
kg-m 0 -83
0 -1
Page
Job
RISATower
47 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 71 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 1.66
OTMx
kg 1.66
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -118
-2
2 ANT TV 0.20x0.80m - Elevation 70 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 4.67 6.60
Vz
kg 1.65 1.17 0.00
OTMx
kg 0.00 4.67 6.60
OTMz
kg-m -1.65 -1.17 0.00
Torque
kg-m -116 -82 0
kg-m 17 -310 -445
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 70 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.60 4.67 0.00
Vz
kg 0.00 1.17 1.65
OTMx
kg 0.00 1.17 1.65
OTMz
kg-m -6.60 -4.67 0.00
Torque
kg-m -479 -344 -17
kg-m 0 -82 -116
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 70 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.67 6.60
Vz
kg 1.65 1.17 0.00
OTMx
kg 0.00 4.67 6.60
OTMz
kg-m -1.65 -1.17 0.00
Torque
kg-m -116 -82 0
kg-m -17 -344 -479
2 1 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.63 6.55
Vz
kg 1.64 1.16 0.00
OTMx
kg 0.00 4.63 6.55
OTMz
kg-m -1.64 -1.16 0.00
Torque
kg-m -111 -79 0
kg-m 17 -298 -428
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.55 4.63 0.00
Vz
kg 0.00 1.16 1.64
OTMx
kg 0.00 1.16 1.64
OTMz
kg-m -6.55 -4.63 0.00
Torque
kg-m -462 -332 -17
kg-m 0 -79 -111
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 68 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 4.63
Vz
kg 1.64 1.16
OTMx
kg 0.00 4.63
OTMz
kg-m -1.64 -1.16
Torque
kg-m -111 -79
kg-m -17 -332
2 1
Page
Job
RISATower
48 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 68 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.55
Vz
kg 0.00
OTMx
kg 6.55
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -462
0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 4.60 6.51
Vz
kg 1.63 1.15 0.00
OTMx
kg 0.00 4.60 6.51
OTMz
kg-m -1.63 -1.15 0.00
Torque
kg-m -108 -76 0
kg-m 17 -289 -416
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.51 4.60 0.00
Vz
kg 0.00 1.15 1.63
OTMx
kg 0.00 1.15 1.63
OTMz
kg-m -6.51 -4.60 0.00
Torque
kg-m -449 -323 -17
kg-m 0 -76 -108
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.60 6.51
Vz
kg 1.63 1.15 0.00
OTMx
kg 0.00 4.60 6.51
OTMz
kg-m -1.63 -1.15 0.00
Torque
kg-m -108 -76 0
kg-m -17 -323 -449
2 1 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.57 6.46
Vz
kg 1.62 1.14 0.00
OTMx
kg 0.00 4.57 6.46
OTMz
kg-m -1.62 -1.14 0.00
Torque
kg-m -105 -74 0
kg-m 17 -280 -403
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.46 4.57 0.00
Vz
kg 0.00 1.14 1.62
OTMx
kg 0.00 1.14 1.62
OTMz
kg-m -6.46 -4.57 0.00
Torque
kg-m -437 -314 -17
kg-m 0 -74 -105
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 65 - From Face C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 4.57
Vz
kg 1.62 1.14
OTMx
kg 0.00 4.57
OTMz
kg-m -1.62 -1.14
Torque
kg-m -105 -74
kg-m -17 -314
2 1
Page
Job
RISATower
49 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 65 - From Face C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.46
Vz
kg 0.00
OTMx
kg 6.46
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -437
0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 4.55 6.44
Vz
kg 1.61 1.14 0.00
OTMx
kg 0.00 4.55 6.44
OTMz
kg-m -1.61 -1.14 0.00
Torque
kg-m -103 -73 0
kg-m 17 -274 -395
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.44 4.55 0.00
Vz
kg 0.00 1.14 1.61
OTMx
kg 0.00 1.14 1.61
OTMz
kg-m -6.44 -4.55 0.00
Torque
kg-m -429 -308 -17
kg-m 0 -73 -103
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 62 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.51 6.38
Vz
kg 1.59 1.13 0.00
OTMx
kg 0.00 4.51 6.38
OTMz
kg-m -1.59 -1.13 0.00
Torque
kg-m -99 -70 0
kg-m 17 -263 -379
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 62 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.38 4.51 0.00
Vz
kg 0.00 1.13 1.59
OTMx
kg 0.00 1.13 1.59
OTMz
kg-m -6.38 -4.51 0.00
Torque
kg-m -412 -296 -17
kg-m 0 -70 -99
0 -1 -2
2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.29 8.89 6.29
Vz
kg 2.10 0.00 2.10
OTMx
kg 2.96 6.29 5.93
OTMz
kg-m -5.93 -6.29 -2.96
Torque
kg-m -247 -264 -105
kg-m -105 -264 -247
-4 0 4
2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.50 9.20
Vz
kg 2.17 0.00
OTMx
kg 3.07 6.50
OTMz
kg-m -6.13 -6.50
Torque
kg-m -293 -314
kg-m -128 -314
-4 0
Page
Job
RISATower
50 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.50
Vz
kg 2.17
OTMx
kg 6.13
OTMz
kg-m -3.07
Torque
kg-m -128
kg-m -293
4
2 ANT TV 0.25x0.90m - Elevation 45 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 4.94 6.98
Vz
kg 1.75 1.23 0.00
OTMx
kg 0.00 4.94 6.98
OTMz
kg-m -1.75 -1.23 0.00
Torque
kg-m -79 -56 0
kg-m 28 -194 -286
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 45 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.98 4.94 0.00
Vz
kg 0.00 1.23 1.75
OTMx
kg 0.00 1.23 1.75
OTMz
kg-m -6.98 -4.94 0.00
Torque
kg-m -296 -204 18
kg-m 0 -56 -79
0 1 2
2 ANT TV 0.25x0.90m - Elevation 42 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.84 6.85
Vz
kg 1.71 1.21 0.00
OTMx
kg 0.00 4.84 6.85
OTMz
kg-m -1.71 -1.21 0.00
Torque
kg-m -72 -51 0
kg-m 28 -175 -260
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 42 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.85 4.84 0.00
Vz
kg 0.00 1.21 1.71
OTMx
kg 0.00 1.21 1.71
OTMz
kg-m -6.85 -4.84 0.00
Torque
kg-m -270 -185 18
kg-m 0 -51 -72
0 1 2
2 ANT TV 0.25x0.90m - Elevation 41 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.81 6.80
Vz
kg 1.70 1.20 0.00
OTMx
kg 0.00 4.81 6.80
OTMz
kg-m -1.70 -1.20 0.00
Torque
kg-m -70 -49 0
kg-m 28 -169 -251
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 41 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.80 4.81
Vz
kg 0.00 1.20
OTMx
kg 0.00 1.20
OTMz
kg-m -6.80 -4.81
Torque
kg-m -261 -179
kg-m 0 -49
0 1
Page
Job
RISATower
51 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.25x0.90m - Elevation 41 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 1.70
OTMx
kg 1.70
OTMz
kg-m 0.00
Torque
kg-m 18
kg-m -70
2
2 ANT TV 0.25x0.90m - Elevation 39 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 4.74 6.70
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.74 6.70
OTMz
kg-m -1.68 -1.19 0.00
Torque
kg-m -65 -46 0
kg-m 28 -157 -233
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 39 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.70 4.74 0.00
Vz
kg 0.00 1.19 1.68
OTMx
kg 0.00 1.19 1.68
OTMz
kg-m -6.70 -4.74 0.00
Torque
kg-m -243 -167 18
kg-m 0 -46 -65
0 1 2
AT15-250 - Elevation 86 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.76 0.00 11.76
Vz
kg 6.44 9.10 6.44
OTMx
kg -3.76 6.44 12.87
OTMz
kg-m -12.87 -6.44 3.76
Torque
kg-m -1101 -548 330
kg-m 318 -559 -1112
5 8 5
AT15-250 - Elevation 86 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.76 16.63 11.76
Vz
kg 6.44 0.00 6.44
OTMx
kg 3.76 11.76 12.87
OTMz
kg-m -12.87 -11.76 -3.76
Torque
kg-m -1101 -1005 -318
kg-m -318 -1005 -1101
-5 0 5
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.72 0.00 11.72
Vz
kg 6.42 9.07 6.42
OTMx
kg -3.75 6.42 12.82
OTMz
kg-m -12.82 -6.42 3.75
Torque
kg-m -1084 -539 325
kg-m 313 -551 -1096
5 7 5
AT15-250 - Elevation 85 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 11.72 16.58
Vz
kg 6.42 0.00
OTMx
kg 3.75 11.72
OTMz
kg-m -12.82 -11.72
Torque
kg-m -1084 -990
kg-m -313 -990
-5 0
Page
Job
RISATower
52 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 85 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
11.72
6.42
OTMx
kg
OTMz
kg-m
12.82
-3.75
Torque
kg-m -313
kg-m -1084
5
AT15-250 - Elevation 84 - From Leg C
Fs
kg
0 45 90
Vx
kg
Vz
kg
11.68 0.00 11.68
6.39 9.04 6.39
OTMx
kg
OTMz
kg-m
-3.74 6.39 12.78
-12.78 -6.39 3.74
Torque
kg-m -1068 -531 320
kg-m 308 -543 -1079
5 7 5
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
11.68 16.52 11.68
6.39 0.00 6.39
OTMx
kg
OTMz
kg-m
3.74 11.68 12.78
-12.78 -11.68 -3.74
Torque
kg-m -1068 -975 -308
kg-m -308 -975 -1068
-5 0 5
AT15-250 - Elevation 83 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
11.64 0.00 11.64
6.37 9.01 6.37
OTMx
kg
OTMz
kg-m
-3.73 6.37 12.74
-12.74 -6.37 3.73
Torque
kg-m -1051 -523 315
kg-m 303 -535 -1063
5 7 5
AT15-250 - Elevation 83 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
11.64 16.46 11.64
6.37 0.00 6.37
OTMx
kg
OTMz
kg-m
3.73 11.64 12.74
-12.74 -11.64 -3.73
Torque
kg-m -1051 -960 -303
kg-m -303 -960 -1051
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -261.09 -188.88 -6.03
kg-m
kg-m
kg-m
6.03 217.09 300.99
-18647 -13403 -308
-53 -15179 -21264
-24 8 36
Dish Pressures - No Ice
-5 0 5
53 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Dish Description
Aiming Azimuth ° 315.0000 45.0000 Sum Weight:
16.0000 8 FT DISH 16.0000 8 FT DISH
Weight kg
Offsetx m
113.85 113.85 227.70
Offsetz m
-2.7663 2.7663
Kz
-2.7663 -2.7663
AA m2
1.142 1.142
Designed by
Ing. C. Londoño M.
qz kPa
4.6730 4.6730
0.78 0.78
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CM
0.000000 0.000000 0.000000
CA
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
8 FT DISH - Elevation 16 - From Leg A FA FS FM Vx kg 673.54 673.54 673.54
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 476.26 673.54
8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx kg 673.54 673.54 673.54
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
kg -673.54 -476.26 0.00
0.00 476.26 673.54
kg -673.54 -476.26 0.00
OTMx
OTMz
kg-m -11092 -7935 -315
kg-m
OTMx
OTMz
kg-m -11092 -7935 -315
kg-m
315 -7305 -10462
-315 -7935 -11092
Torque kg-m -1863 -2635 -1863
Torque kg-m 1863 0 -1863
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1347.07 -952.52 0.00
kg-m
kg-m
kg-m
0.00 952.52 1347.07
-22183 -15870 -630
0 -15240 -21553
0 -2635 -3726
Dish Pressures - Service Elevation m
Dish Description
16.0000 8 FT DISH 16.0000 8 FT DISH
Aiming Azimuth ° 315.0000 45.0000 Sum Weight:
Weight kg 113.85 113.85 227.70
Offsetx m
Offsetz m
-2.7663 2.7663
-2.7663 -2.7663
Kz 1.142 1.142
Dish Vectors - Service 8 FT DISH - Elevation 16 - From Leg A
AA m2 4.6730 4.6730
qz kPa 0.19 0.19
Project
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
FA
FS
kg 168.38 168.38 168.38
kg
FM
Vx
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 119.07 168.38
8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx
CM
0.000000 0.000000 0.000000
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
CM
0.000000 0.000000 0.000000
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
CS
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
CA
54 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth ° 0 45 90
Page
Job
RISATower
0.000000 0.000000 0.000000
kg 168.38 168.38 168.38
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
kg -168.38 -119.07 0.00
0.00 119.07 168.38
kg -168.38 -119.07 0.00
OTMx
OTMz
kg-m -3009 -2220 -315
kg-m
OTMx
OTMz
kg-m -3009 -2220 -315
kg-m
Ing. C. Londoño M. Torque
315 -1590 -2379
kg-m -466 -659 -466
Torque
-315 -2220 -3009
kg-m 466 0 -466
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
kg
kg -336.77 -238.13 0.00
kg-m
0.00 238.13 336.77
OTMz
Torque
kg-m -6018 -4440 -630
kg-m 0 -3810 -5388
0 -659 -932
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
kg-m 0 0 0
0 45 90
Vx
Vz
kg
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 80
kg-m 0 0 0
User Load Totals - No Ice Wind Azimuth °
Torque
0 0 0
Project
0 45 90
m 0.0000 0.0000 0.0000
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F
m 0.0000 0.0000 0.0000
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Offsetz
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Offsetx
55 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg
OTMz
kg-m
0.00 0.00 0.00
0.00 0.00 0.00
Torque
kg-m 0 0 0
Ing. C. Londoño M.
kg-m 0 0 0
User Load Totals - Service Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m
kg-m
0 0 0
0 0 0
0 0 0
Force Totals (Does not include forces on guys) Load Case
Leg Weight Bracing Weight Total Member Self-Weight Guy Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Vertical Forces kg 7612.24 8217.34 15829.58 449.74 18503.48
Sum of Forces X kg
Sum of Forces Z kg
Sum of Torques
kg-m
24.12 13832.92 16907.39
-16747.80 -13720.08 -24.12
-96 944 692
6.03 3458.23 4226.85
-4186.95 -3430.02 -6.03
-24 236 173
18503.48
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg - Service+Guy Dead+Wind 45 deg - Service+Guy Dead+Wind 90 deg - Service+Guy
0 0 0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
86 - 81.8
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Diagonal
Horizontal
Top Girt
T2
81.8 - 80
Leg
Diagonal
Horizontal
Top Girt
T3
80 - 78.37
56 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Leg
Diagonal
Gov. Load Comb. 3 3 3 3 3 3 2 4 4 3 4 3 4 2 1 3 1 3 4 2 7 3 7 3 3 3 3 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 2 4 3 4 3 3 3 3 3 3 4 3 3 4 3
Force kg 1878.99 -2030.74 292.50 -145.27 82.01 83.06 526.17 -736.99 36.84 425.32 1.67 -0.07 504.23 -356.67 -0.04 306.50 -1.63 -0.00 47.02 -29.97 4.30 -9.32 -1.63 0.00 2351.71 -2340.34 33.90 96.97 -58.72 -58.81 83.81 -351.33 -94.89 -8.69 2.68 0.58 156.56 -19.38 105.86 104.21 2.29 -0.32 372.17 -216.20 330.20 -160.02 1.61 -0.22 2329.90 -2336.93 -366.90 -2309.63 40.29 -40.00 731.73 -809.11 490.65 -804.63
Major Axis Moment kg-m -7 29 -35 -34 12 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -5 -6 -35 -34 11 3 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -2 -6 -13 -13 -13 -2 0 0 2 -1
Minor Axis Moment kg-m -8 29 -34 -36 6 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -4 -7 -34 -36 3 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -2 -6 8 -13 8 12 0 0 0 -11
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
T4
78.37 - 73.36
Leg
Diagonal
Top Girt
Mid Girt
T5
73.36 - 70.02
Leg
Diagonal
Top Girt
Mid Girt
T6
70.02 - 65.01
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
57 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 3 3 4 2 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 4 4
Force kg -3.46 -10.93 570.91 -425.27 54.59 -250.20 2.99 0.00 6480.06 -6081.00 -4465.99 3860.28 38.52 -38.54 1653.55 -1762.91 -532.76 -1086.89 -6.82 -10.65 705.30 -577.22 72.15 -413.56 2.99 0.00 1354.26 -1172.20 95.13 -854.64 2.99 0.00 10941.58 -10133.89 -1253.44 6613.13 -34.86 35.02 2203.98 -2319.93 -743.06 -1931.05 -9.24 -9.88 1611.99 -1417.56 99.53 -1035.77 2.99 0.00 1886.87 -1677.81 104.43 -1227.46 2.99 0.00 13142.66 -15555.55 -2070.32 7893.05 -45.08
Major Axis Moment kg-m 2 -1 0 0 -1 0 0 0 8 -9 -14 -3 -13 -2 2 0 5 -2 5 -2 0 0 -1 0 0 0 0 0 -1 0 0 0 10 -9 -17 -6 -14 -3 2 0 8 -5 8 0 0 0 -1 0 0 0 0 0 -1 0 0 0 8 -11 -21 -7 -18
Minor Axis Moment kg-m 10 -11 0 0 0 0 0 0 9 -9 2 14 2 13 8 0 8 -11 8 -11 0 0 0 0 0 0 0 0 0 0 0 0 10 -9 16 16 2 14 7 0 7 -10 7 0 0 0 0 0 0 0 0 0 0 0 0 0 10 -10 20 21 5
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
Mid Girt
Guy A
Guy B
Guy C
Guy D
T7
65.01 - 60
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
58 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 4 3 4 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 3 3 3
Force kg 44.77 2807.76 -2847.96 -1771.85 -2710.84 -13.59 -8.72 2344.19 -2217.48 90.18 -1639.09 2.99 0.00 2920.80 -1853.24 325.25 -1227.01 2.99 0.00 4501.83 4553.65 3818.70 2480.45 25.28 -3715.47 2541.25 62.14 1151.29 1203.83 1013.50 649.62 0.00 -950.50 649.62 0.00 4397.36 4449.20 3732.03 2422.10 26.20 -3628.81 2482.90 61.22 6456.52 6508.37 5444.02 3566.72 0.60 -5329.49 3644.60 0.60 9502.12 -23010.80 8909.36 -308.85 87.31 -48.63 1323.04 -2390.83 -811.59 -2386.26
Major Axis Moment kg-m -6 1 0 12 -8 12 0 0 0 -1 0 0 0 0 0 -1 0 0 0
Minor Axis Moment kg-m 18 6 0 6 -9 6 0 0 0 0 0 0 0 0 0 0 0 0 0
-12 -53 -88 -2 -88 -2 0 0 14 -12
-1 -2 -3 -22 -3 -22 0 0 9 -14
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
T8
60 - 58.2
Leg
Diagonal
Top Girt
T9
58.2 - 56.4
Leg
Diagonal
Top Girt
T10
56.4 - 52.32
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
59 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 4 3 3 3 3 3 3 4 4 3 4 3 3 3 3 3 3 3 4 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 3 3 3 3 3 3 3
Force kg -15.08 -13.83 2292.82 -1385.09 275.51 -908.32 2.99 0.00 1900.79 -1162.30 230.34 -784.39 2.99 0.00 9111.43 -22009.32 9111.43 1649.63 -81.90 -39.86 1206.23 -3207.32 -3202.37 -3202.37 -13.06 79.66 829.39 -440.72 -440.72 812.12 2.97 -0.29 8922.40 -19783.20 -19783.20 -518.32 -43.53 45.01 734.53 -1806.39 -1797.49 -1797.49 -7.12 40.06 1489.86 -846.60 -846.60 1353.42 3.92 -0.38 10870.81 -20857.66 -19265.19 -1355.59 56.72 -54.86 1251.57 -1765.48 -250.81 -1421.80 -5.58
Major Axis Moment kg-m 14 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -88 23 -88 85 -88 85 0 0 11 11 11 0 0 0 -1 0 0 0 -1 32 32 -24 -1 -24 0 0 6 6 6 0 0 0 -1 0 0 0 -23 19 32 -2 -23 6 0 0 4 1 4
Minor Axis Moment kg-m 9 0 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -3 -20 -3 -20 0 0 -76 -76 -76 0 0 0 0 0 0 0 -2 -2 -2 -23 -2 -23 0 0 -43 -43 -43 0 0 0 0 0 0 0 -3 -2 -2 -24 -3 -22 0 0 -6 9 -6
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
T11
52.32 - 48.24
Leg
Diagonal
Top Girt
Mid Girt
T12
48.24 - 44.16
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
60 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Mid Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 1 1 3 1 3
Force kg -6.60 2243.96 -1087.82 378.77 1911.11 4.89 -0.00 1334.55 -692.65 215.58 1133.47 4.89 -0.00 15200.64 -25141.07 -22863.77 -1741.16 40.78 48.27 1613.83 -2154.09 -488.73 -1936.25 -5.46 -6.09 1572.07 -860.99 242.15 1336.43 4.89 -0.00 1716.22 -976.90 255.25 1462.66 4.89 -0.00 17409.42 -29644.70 -29644.70 -3059.60 46.66 53.98 2070.43 -2322.60 -1077.46 -2308.89 -5.81 -5.73 1875.11 -1276.35 211.31 1577.80 4.89 -0.00 2217.22 0.00 789.08 2094.25 4.89 -0.00
Major Axis Moment kg-m 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -17 18 19 0 -17 0 0 0 4 1 4 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -15 22 22 0 18 0 0 0 5 0 5 0 0 0 -2 0 0 0 0 0 -2 0 0 0
Minor Axis Moment kg-m 9 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -2 -25 -3 -25 0 0 -4 8 -4 8 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -2 -32 -2 -32 0 0 -5 8 -5 8 0 0 0 0 0 0 0 0 0 0 0 0
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Guy A
Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Guy D
Leg
Diagonal
Top Girt
Mid Girt
T14
40.08 - 36
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Guy C
44.16 - 40.08
Client
Component Type
Guy B
T13
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
61 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Gov. Load Comb. 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3
Force kg 3029.09 3064.41 2225.36 2106.61 23.75 -2146.95 2136.55 34.24 1158.20 1193.71 869.53 817.84 0.00 -820.10 817.84 0.00 2982.06 3017.39 2191.68 2073.79 23.90 -2113.26 2103.73 34.09 4218.35 4253.70 3079.06 2934.85 0.17 -2995.81 2969.78 0.17 17631.34 -32834.46 -1795.32 -2522.74 -60.98 61.46 1286.75 -2421.78 -1082.59 -2225.32 -6.03 -4.48 2148.18 -1219.31 331.60 1867.90 4.89 -0.00 2228.67 -1143.58 388.82 1968.13 4.89 -0.00 20117.02 -36806.71 -1626.46 -1986.58 -66.12
Major Axis Moment kg-m
Minor Axis Moment kg-m
16 -23 37 -37 -34 -12 0 0 5 0 5 0 0 0 -2 0 0 0 0 0 -2 0 0 0 14 -37 -50 -50 -50
20 -22 -34 40 12 35 0 0 -3 6 -3 0 0 0 0 0 0 0 0 0 0 0 0 0 18 -38 49 49 49
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
Mid Girt
T15
36 - 34
Leg
Diagonal
Top Girt
T16
34 - 32
Leg
Diagonal
Top Girt
T17
32 - 30
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
62 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 3 3 3 3 3 3 4 4 1 4 1 4 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 2 4 3 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 4 4
Force kg 58.05 1844.19 -3056.07 -1339.80 -2564.17 -6.56 -3.41 2317.57 -1230.20 393.81 532.18 4.89 -0.00 2583.92 -1399.78 431.89 2346.53 4.89 0.00 20485.88 -37002.40 -2208.92 -2208.92 70.61 -68.52 1683.40 -3261.67 -3251.72 -712.36 -8.97 1.98 1032.90 -604.67 1032.90 -502.46 4.87 -0.39 19488.79 -35035.93 -3309.76 -3309.76 54.01 58.78 1061.02 -2278.89 -2263.42 -99.28 -8.59 2.16 2115.35 -1099.28 2115.35 -902.54 7.23 0.59 18787.63 -33434.84 -4149.17 -4149.17 -60.71 65.91
Major Axis Moment kg-m -50 0 0 6 0 6 0 0 0 -2 0 0 0 0 0 -2 0 0 0 19 -18 -57 -57 -57 -57 0 0 8 -5 8 0 0 0 -2 0 0 0 17 -24 -57 -57 44 -23 0 0 7 5 7 0 0 0 -4 0 0 0 21 -14 -42 -42 -38 -12
Minor Axis Moment kg-m 49 0 0 -2 5 -2 0 0 0 0 0 0 0 0 0 0 0 0 0 20 -17 60 60 60 60 0 0 1 -2 1 0 0 0 0 0 0 0 22 -22 60 60 -20 47 0 0 1 -2 1 0 0 0 0 0 0 0 24 -13 45 45 13 40
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
30 - 28
Diagonal
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension
Leg
Top Girt
28 - 24
Leg
Diagonal
Top Girt
T20
24 - 20
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Diagonal
T19
Client
Component Type
Top Girt
T18
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
63 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Gov. Load Comb. 3 3 3 3 3 3 4 4 4 3 4 3 3 3 2 4 2 4 4 3 3 3 3 3 4 4 4 3 4 3 3 3 4 4 4 4 4 3 3 4 3 4 4 4 4 3 4 3 3 3 4 4 4 4 3 4 3 4 3 4 4
Force kg 675.41 -1689.78 -1669.79 33.94 -8.17 1.88 1733.34 -837.83 1733.34 -681.19 8.34 -0.64 18479.86 -32488.11 8417.53 8803.40 -79.07 -85.38 506.19 -1385.97 -1361.97 -351.22 -8.02 1.86 1321.98 -593.29 1321.98 -478.15 -9.39 0.74 17524.50 -29462.05 -18703.70 8068.85 120.92 -130.92 1160.99 -2451.63 690.86 -2144.08 8.59 15.74 1940.88 -921.98 1940.88 -740.97 16.72 -1.32 18303.48 -29834.11 -19282.74 8060.59 -121.37 131.20 1039.17 -1792.25 741.17 -1777.48 9.79 10.86 2295.78
Major Axis Moment kg-m 0 0 6 4 6 0 0 0 -5 0 0 0 11 -53 70 -10 70 -10 0 0 6 -1 6 0 0 0 -6 0 0 0 49 -75 -95 -10 -95 -10 0 0 6 3 6 0 0 0 -13 0 0 0 69 -65 -95 -10 -95 -10 0 0 7 5 7 0 0
Minor Axis Moment kg-m 0 0 1 -2 1 0 0 0 0 0 0 0 13 -46 -6 74 -6 74 0 0 1 -2 1 0 0 0 0 1 0 0 56 -63 16 102 16 102 0 0 -3 -36 -3 0 0 0 0 1 0 0 82 -56 16 102 16 102 0 0 -2 -27 -2 0 0
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T21
20 - 16
Component Type
Leg
Diagonal
Top Girt
T22
16 - 12
Leg
Diagonal
Top Girt
T23
12 - 8
Leg
Diagonal
Top Girt
T24
8-0
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
64 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Gov. Load Comb. 4 4 3 4 3 3 3 4 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 4 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 2 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3
Force kg -1094.30 2295.78 -874.19 20.17 1.60 19388.12 -30752.97 -20398.76 8150.31 -126.01 -136.12 1110.06 -1632.34 823.06 -1509.22 11.04 10.10 2061.18 -938.75 497.23 -743.13 23.62 -1.87 21049.98 -32566.31 -21681.99 8895.84 143.78 155.59 1429.29 -1796.45 1333.88 -1180.46 12.31 -10.13 1842.30 -885.51 466.97 -695.20 31.78 -2.51 23165.26 -34748.11 9557.05 9758.89 -199.49 -213.96 1328.28 -1663.58 1249.55 -1003.41 13.63 -10.35 1644.79 -799.61 436.47 -606.77 35.83 -2.84 25147.12 -38239.19
Major Axis Moment kg-m 0 -19 0 0 0 62 -85 -107 -9 106 -9 0 0 8 6 8 0 0 0 -26 0 0 0 78 -15 -107 -9 106 -9 0 0 10 7 10 0 0 0 -39 0 0 0 15 -262 347 -16 347 -16 0 0 11 9 11 0 0 0 -50 0 0 0 254 0
Minor Axis Moment kg-m 0 0 1 0 0 70 -70 17 116 0 116 0 0 -2 -27 -2 0 0 0 0 2 0 0 93 -15 17 116 0 116 0 0 2 29 2 0 0 0 0 3 0 0 15 -223 9 371 9 371 0 0 3 32 3 0 0 0 0 4 0 0 294 0
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
RISATower
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Diagonal
Top Girt
Gov. Load Comb. 2 4 2 4 3 2 3 4 3 4 4 4 1 3 1 3
Force kg 10827.43 11005.32 281.90 302.70 2661.45 -2274.50 2595.89 -532.25 21.33 14.93 1062.35 -1110.96 398.71 -993.26 42.01 -3.33
Major Axis Moment kg-m 347 -16 347 -16 0 0 26 18 26 0 0 0 -65 0 0 0
Maximum Reactions Location
Condition
Leg D
Leg C
Leg B
Leg A
Guy D @ 46 m Elev 0 m Azimuth 225 deg
Guy C @ 46 m Elev 0 m Azimuth 135 deg
65 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
Vertical kg
Horizontal, X kg
Horizontal, Z kg
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4 4 4 1
6401.78 6401.78 -28522.73 -28522.73 -28522.73 6401.78 28106.07 -12569.11 -12569.11 -12569.11 28106.07 28106.07 40809.13 6378.53 40809.13 6378.53 40809.13 6378.53 27785.36 27785.36 27785.36 -12792.03 -12792.03 -12792.03 -1758.12
709.67 709.67 -3967.91 -3967.91 -3967.91 709.67 -3722.25 1961.32 1961.32 1961.32 -3722.25 -3722.25 -4420.40 -710.92 -4420.40 -710.92 -4420.40 -710.92 2534.55 2534.55 2534.55 -2017.93 -2017.93 -2017.93 -1030.90
-707.69 -707.69 3922.36 3922.36 3922.36 -707.69 -2537.57 2035.11 2035.11 2035.11 -2537.57 -2537.57 4490.62 712.91 4490.62 712.91 4490.62 712.91 3692.01 3692.01 3692.01 -2014.86 -2014.86 -2014.86 1030.90
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 3 3 1 4
-1758.12 -8325.30 -8325.30 -8325.30 -1758.12 -642.84
-1030.90 -4677.62 -4677.62 -4677.62 -1030.90 289.07
1030.90 4676.53 4676.53 4676.53 1030.90 393.72
Minor Axis Moment kg-m 9 371 9 371 0 0 2 -65 2 0 0 0 0 5 0 0
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Condition
Guy B @ 46 m Elev 0 m Azimuth 45 deg
Guy A @ 46 m Elev 0 m Azimuth -45 deg
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Location
66 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vertical kg
Horizontal, X kg
Horizontal, Z kg
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
Gov. Load Comb. 2 2 2 4 4 3
-5742.07 -5742.07 -5742.07 -642.84 -642.84 -202.47
3175.85 3175.85 3175.85 289.07 289.07 72.81
3310.62 3310.62 3310.62 393.72 393.72 -72.82
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 1 3 1 2
-1770.60 -202.47 -1770.60 -202.47 -1770.60 -655.32
1037.65 72.81 1037.65 72.81 1037.65 -400.74
-1037.66 -72.82 -1037.66 -72.82 -1037.66 -296.13
Max. Hx Max. Hz Min. Vert Min. H x Min. H z
2 2 4 4 4
-655.32 -655.32 -5862.42 -5862.42 -5862.42
-400.74 -400.74 -3375.85 -3375.85 -3375.85
-296.13 -296.13 -3239.55 -3239.55 -3239.55
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy
Vertical
5.48 19.22
-8.07 -11472.54
Overturning Moment, Mx kg-m 265 -303380
32127.12
9469.06
-9468.06
-259057
-260932
934
30595.60
11493.90
-21.50
-347
-307083
682
25699.20
8.53
-2698.78
-63998
-224
-25
25716.08
2204.30
-2206.78
-52973
-53638
235
25706.61
2696.35
-11.11
133
-64799
173
kg 25560.92 30426.26
Shearx
Shearz
kg
kg
Overturning Moment, Mz kg-m -90 -721
Torque kg-m 0 -100
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg 0.00 24.12 14315.56 17575.30 6.03 3578.89 4393.82
Sum of Applied Forces PY kg -18503.48 -18503.48 -18503.48 -18503.48 -18503.48 -18503.48 -18503.48
PZ kg -0.00 -17415.71 -14202.71 -24.12 -4353.93 -3550.68 -6.03
PX kg -0.00 -24.12 -14314.61 -17670.41 -6.03 -3578.69 -4393.49
Sum of Reactions PY kg 18503.48 17625.92 18503.44 17582.29 18503.48 18503.48 18503.48
PZ kg 0.01 17506.41 14201.77 24.12 4353.62 3550.49 6.03
% Error 0.000% 3.472% 0.005% 3.629% 0.002% 0.001% 0.002%
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes No Yes No Yes Yes Yes
Number of Cycles 12 200 26 200 18 19 18
Displacement Tolerance 0.00000001 0.00668845 0.00008774 0.00663584 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00007139 0.00000000 0.00013289 0.00000000 0.00012350 0.00010279 0.00013141
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
Elevation m 86 - 81.8 81.8 - 80 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0
67 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Horz. Deflection mm 194.94 169.90 159.49 150.16 122.68 106.13 85.72 69.24 64.14 59.25 48.56 38.85 30.46 23.47 17.81 15.67 13.77 12.05 10.50 7.80 5.56 3.74 2.24 1.15
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.3418 0.3352 0.3284 0.3240 0.2951 0.2631 0.2036 0.1724 0.1617 0.1547 0.1417 0.1256 0.1069 0.0880 0.0673 0.0592 0.0526 0.0471 0.0423 0.0345 0.0276 0.0212 0.0151 0.0090
° 0.0435 0.0379 0.0366 0.0359 0.0332 0.0313 0.0277 0.0232 0.0218 0.0209 0.0191 0.0167 0.0137 0.0103 0.0064 0.0051 0.0041 0.0034 0.0027 0.0014 0.0007 0.0002 0.0001 0.0001
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
68 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 86.0000 85.0000 84.0000 83.0000 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000
AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 FT DISH
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 194.94 188.92 182.92 176.97 159.49 153.75 142.43 134.13 126.05 120.81 110.76 106.04 98.77 97.31 91.30 85.68 82.12 75.39 52.88 38.31 34.48 32.07 26.60 24.94 21.82 3.74
° 0.3418 0.3411 0.3401 0.3384 0.3284 0.3257 0.3187 0.3105 0.3001 0.2922 0.2737 0.2629 0.2426 0.2381 0.2195 0.2035 0.1953 0.1832 0.1472 0.1246 0.1164 0.1108 0.0971 0.0924 0.0824 0.0212
° 0.0435 0.0420 0.0405 0.0392 0.0366 0.0362 0.0352 0.0344 0.0336 0.0330 0.0319 0.0312 0.0302 0.0299 0.0289 0.0277 0.0269 0.0250 0.0199 0.0165 0.0153 0.0144 0.0120 0.0111 0.0092 0.0002
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20
Elevation m 86 - 81.8 81.8 - 80 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20
Horz. Deflection mm 1056.50 933.61 882.18 836.03 698.77 613.86 502.64 407.30 376.85 347.49 283.14 224.33 172.94 129.85 95.54 82.99 71.98 62.18 53.49 38.80
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 1.6788 1.6510 1.6247 1.6074 1.4983 1.3807 1.1524 1.0143 0.9637 0.9276 0.8562 0.7653 0.6561 0.5364 0.4012 0.3476 0.3047 0.2692 0.2384 0.1896
° 0.1905 0.1581 0.1457 0.1427 0.1322 0.1242 0.1102 0.0924 0.0867 0.0835 0.0760 0.0665 0.0547 0.0410 0.0255 0.0202 0.0164 0.0134 0.0108 0.0057
Radius of Curvature m 31371 31371 23905 15975 29327 22891 13012 10458 8646 7186 4709 4250 4705 4889 5873 7028 7249 7107 22454 12187 11722 11498 13090 14052 12112 57516
Project
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Horz. Deflection mm 26.93 17.57 10.17 5.02
m 20 - 16 16 - 12 12 - 8 8-0
13:55:02 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T21 T22 T23 T24
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation
69 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Gov. Load Comb. 3 3 3 3
Tilt
Twist
° 0.1483 0.1117 0.0781 0.0456
° 0.0027 0.0010 0.0005 0.0006
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 86.0000 85.0000 84.0000 83.0000 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000
AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 FT DISH
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 1056.50 1027.02 997.62 968.37 882.18 853.82 797.67 756.32 715.78 689.28 637.95 613.38 574.71 566.80 533.88 502.44 482.20 443.48 309.15 221.08 197.62 182.84 149.12 138.87 119.77 17.57
° 1.6788 1.6754 1.6709 1.6640 1.6247 1.6141 1.5870 1.5557 1.5168 1.4875 1.4200 1.3798 1.3036 1.2866 1.2150 1.1520 1.1184 1.0650 0.8867 0.7592 0.7121 0.6794 0.5952 0.5654 0.5004 0.1117
° 0.1905 0.1829 0.1753 0.1676 0.1457 0.1433 0.1408 0.1375 0.1338 0.1313 0.1266 0.1242 0.1200 0.1191 0.1149 0.1102 0.1068 0.0996 0.0794 0.0658 0.0608 0.0572 0.0478 0.0444 0.0367 0.0010
Radius of Curvature m 7871 7871 5998 4008 7238 5825 3407 2757 2293 1931 1303 1180 1278 1318 1527 1736 1723 1578 3915 2212 2055 1967 2071 2149 1802 9004
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
Leg
A394T0
16
6
Maximum Load per Bolt kg 24.92
Diagonal
A394T0
16
1
736.99
3699.61
Top Girt
A394T0
16
1
47.02
2774.71
Leg
A394T0
16
6
780.11
5536.87
m T1
T2
86
81.8
Bolt Size mm
Number Of Bolts
Allowable Load kg 5536.87
Diagonal
A394T0
16
1
351.33
3699.61
Top Girt
A394T0
16
1
372.17
2774.71
Ratio Load Allowable 0.005 0.199 0.017 0.141 0.095 0.134
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T4
T5
T6
T7
T8
T9
T10
T11
T12
T13
80
78.37
73.36
70.02
65.01
60
58.2
56.4
52.32
48.24
44.16
Leg
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m T3
70 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
A394T0
Bolt Size mm
Number Of Bolts
16
6
Maximum Load per Bolt kg 778.98
Allowable Load kg 5536.87
Diagonal
A394T0
16
1
731.73
2774.71
Top Girt
A394T0
16
1
570.91
2774.71
Leg
A394T0
16
6
1146.83
5536.87
Diagonal
A394T0
16
1
1653.55
2774.71
Top Girt
A394T0
16
1
705.30
2774.71
Mid Girt
A394T0
16
1
1354.26
2774.71
Leg
A394T0
16
8
2175.68
5536.87
Diagonal
A394T0
16
1
2203.97
2774.71
Top Girt
A394T0
16
1
1611.99
2774.71
Mid Girt
A394T0
16
1
1886.87
2774.71
Leg
A394T0
16
8
3285.67
5536.87
Diagonal
A394T0
16
1
2807.76
2774.71
Top Girt
A394T0
16
2
1172.09
3699.61
Mid Girt
A394T0
16
1
2920.80
2774.71
Leg
A394T0
16
8
4775.24
9979.03
Diagonal
A394T0
16
1
2390.83
3699.61
Top Girt
A394T0
16
2
1146.41
3699.61
Mid Girt
A394T0
16
1
1900.79
2774.71
Leg
A394T0
16
6
7336.45
9979.03
Diagonal
A394T0
16
1
3207.32
3699.61
Top Girt
A394T0
16
1
829.39
2774.71
Leg
A394T0
16
6
6594.42
9979.03
Diagonal
A394T0
16
2
903.19
3699.61
Top Girt
A394T0
16
1
1489.86
2774.71
Leg
A394T0
19
6
6434.35
9979.03
Diagonal
A394T0
16
2
882.74
3699.61
Top Girt
A394T0
16
1
2243.96
2774.71
Mid Girt
A394T0
16
1
1334.55
2774.71
Leg
A394T0
19
6
7633.92
9979.03
Diagonal
A394T0
16
1
2154.09
3699.61
Top Girt
A394T0
16
1
1572.07
2774.71
Mid Girt
A394T0
16
1
1716.22
2774.71
Leg
A394T0
19
6
9223.62
9979.03
Diagonal
A394T0
16
1
2070.43
2774.71
Top Girt
A394T0
16
1
1875.11
2774.71
Mid Girt
A394T0
16
1
2217.21
2774.71
Leg
A394T0
19
6
10357.01
9950.69
Diagonal
A394T0
16
1
2421.78
3699.61
Top Girt
A394T0
16
1
2148.18
2774.71
Ratio Load Allowable 0.141 0.264 0.206 0.207 0.596 0.254 0.488 0.393 0.794 0.581 0.680 0.593 1.012 0.317 1.053 0.479 0.646 0.310 0.685 0.735 0.867 0.299 0.661 0.244 0.537 0.645 0.239 0.809 0.481 0.765 0.582 0.567 0.619 0.924 0.746 0.676 0.799 1.041 0.655 0.774
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T15
T16
T17
T18
T19
T20
T21
T22
T23
T24
40.08
36
34
32
30
28
24
20
16
12
8
Leg
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m T14
71 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
A394T0
Bolt Size mm
Number Of Bolts
19
6
Maximum Load per Bolt kg 11637.91
Allowable Load kg 9950.69
Diagonal
A394T0
16
1
3056.07
3699.61
Top Girt
A394T0
16
1
2317.58
2774.71
Leg
A394T0
19
6
12334.13
9950.69
Diagonal
A394T0
19
2
1630.83
4439.54
Top Girt
A394T0
16
2
516.45
3699.61
Leg
A394T0
19
6
11678.65
9950.69
Diagonal
A394T0
19
2
1139.44
4439.54
Top Girt
A394T0
16
2
1057.68
3699.61
Leg
A394T0
19
6
11144.95
9950.69
Diagonal
A394T0
19
1
1689.78
4439.54
Top Girt
A394T0
16
1
1733.34
2774.71
Leg
A394T0
19
6
10829.38
9950.69
Diagonal
A394T0
19
1
1385.97
4439.54
Top Girt
A394T0
16
1
1321.98
2774.71
Leg
A394T0
19
6
9820.69
9950.69
Diagonal
A394T0
19
1
2451.63
4439.54
Top Girt
A394T0
16
1
1940.88
3699.61
Leg
A394T0
19
6
9944.70
9950.69
Diagonal
A394T0
19
1
1792.25
4439.54
Top Girt
A394T0
16
1
2295.78
3699.61
Leg
A394T0
19
6
10251.01
9950.69
Diagonal
A394T0
19
1
1632.33
4439.54
Top Girt
A394T0
16
1
2061.18
3699.61
Leg
A394T0
19
6
10855.42
9950.69
Diagonal
A394T0
19
1
1429.29
3083.01
Top Girt
A394T0
16
1
1842.30
3699.61
Leg
A394T0
19
6
11582.71
9950.69
Diagonal
A394T0
19
1
1328.28
3083.01
Top Girt
A394T0
16
1
1644.79
3699.61
Leg
A394T0
19
6
12746.40
9979.03
Diagonal
A394T0
19
1
2661.45
4110.68
Top Girt
A394T0
16
1
1062.35
4624.51
Ratio Load Allowable 1.170 0.826 0.835 1.240 0.367 0.140 1.174 0.257 0.286 1.120 0.381 0.625 1.088 0.312 0.476 0.987 0.552 0.525 0.999 0.404 0.621 1.030 0.368 0.557 1.091 0.464 0.498 1.164 0.431 0.445 1.277 0.647 0.230
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
Page
Job
RISATower
72 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Guy Design Data Section No. T6
T12
Elevation
Breaking Load kg 12201.66
Actual T kg 4553.66
Allowable Ta kg 7626.02
Required S.F.
13 EHS
Initial Tension kg 1220.16
13 EHS
1220.16
12201.66
1203.83
7626.02
1.600
68.3500 (C) (582) 68.3500 (D) (581) 46.2000 (A) (580) 46.2000 (B) (579)
13 EHS
1220.16
12201.66
4449.19
7626.02
1.600
13 EHS
1220.16
12201.66
6508.37
7626.02
1.600
13 EHS
1220.16
12201.66
3064.41
7626.02
1.600
13 EHS
1220.16
12201.66
1193.71
7626.02
1.600
46.2000 (C) (578) 46.2000 (D) (577)
13 EHS
1220.16
12201.66
3017.39
7626.02
1.600
13 EHS
1220.16
12201.66
4253.70
7626.02
1.600
m 68.3500 (A) (584) 68.3500 (B) (583)
Size
1.600
Actual S.F. 2.680 10.136 2.742 1.875 3.982 10.222 4.044 2.868
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 86 - 81.8
L64x64x6
m 4.2000
m 0.6000
T2
81.8 - 80
L64x64x6
1.8344
0.9172
T3
80 - 78.37
L64x64x6
1.6300
T4
78.37 - 73.36
L64x64x6
T5
73.36 - 70.02
T6
Kl/r
Fa
A mm2 768
Actual P kg -2030.74
Allow. Pa kg 13301.37
Ratio P Pa 0.153
kPa 169904
73.5 K=1.00
139772
768
-2340.34
10942.42
0.214
1.6300
130.7 K=1.00
60273
768
-2336.93
4718.68
0.495
5.0100
1.6700
133.9 K=1.00
57421
768
-6081.00
4495.33
1.353
H1-3 (1.35 CR) - 99 L76x76x6
3.3400
1.6700
111.1 K=1.00
83473
929
-10133.89
7907.84
1.281
70.02 - 65.01
L76x76x6
5.0100
1.6700
111.1 K=1.00
83473
929
-15555.55
7907.84
1.967
T7
65.01 - 60
H1-3 (1.97 CR) - 167 2L76x76x6
5.0100
1.6700
112.1 K=1.00
81961
1858
-23010.79
15529.19
1.482
T8
60 - 58.2
H1-3 (1.48 CR) - 207 2L76x76x6
1.8169
1.8169
121.9 K=1.00
69241
1858
-22009.31
13119.07
1.678
T9
58.2 - 56.4
H1-3 (1.68 CR) - 247 2L76x76x6
1.8169
1.8169
121.9 K=1.00
69241
1858
-19783.21
13119.07
1.508
T10
56.4 - 52.32
H1-3 (1.51 CR) - 263 2L76x76x6
4.0800
2.0400
136.9
54927
1858
-20857.68
10406.91
2.004
48.1 K=1.00
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
73 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T11
52.32 - 48.24
H1-3 (2.00 CR) - 279 2L76x76x6
T12
48.24 - 44.16
H1-3 (2.42 CR) - 307 2L76x76x6
4.0800
2.0400
136.9 K=1.00
54927
1858
-29644.72
10406.91
2.849
T13
44.16 - 40.08
H1-3 (2.85 CR) - 335 L102x102x10
4.0800
2.0400
101.9 K=1.00
98305
1845
-32834.47
18496.46
1.775
T14
40.08 - 36
H1-3 (1.78 CR) - 363 L102x102x10
4.0800
2.0400
101.9 K=1.00
98305
1845
-36806.72
18496.46
1.990
T15
36 - 34
H1-3 (1.99 CR) - 391 L127x127x10
2.0125
2.0125
80.0 K=1.00
130951
2329
-37002.40
31100.07
1.190
T16
34 - 32
L127x127x10
2.0132
2.0132
80.1 K=1.00
130911
2329
-35035.94
31090.73
1.127
T17
32 - 30
L127x127x10
2.0117
2.0117
80.0 K=1.00
130993
2329
-33434.85
31110.14
1.075
T18
30 - 28
L127x127x10
2.0125
2.0125
80.0 K=1.00
130951
2329
-32488.11
31100.07
1.045
T19
28 - 24
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-29462.06
31100.57
0.947
T20
24 - 20
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-29834.09
31100.57
0.959
T21
20 - 16
L127x127x10
4.0250
4.0250
80.0 K=0.50
130951
2329
-30752.98
31100.07
0.989
T22
16 - 12
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-32566.31
31100.57
1.047
T23
12 - 8
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-34748.09
31100.57
1.117
T24
8-0
L127x127x13
8.0500
8.0500
106.4 K=0.33
90943
3065
-38239.21
28419.25
1.346
4.0800
2.0400
136.9 K=1.00
54927
1858
-25141.09
10406.91
2.416
H1-3 (1.35 CR) - 563
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
kPa 109037
2
mm 461
Actual P kg -736.99
Allow. Pa kg 5128.91
Ratio P Pa 0.144
T1
m 86 - 81.8
L51x51x5
m 0.8485
m 0.7587
T2
81.8 - 80
L51x51x5
1.1624
1.0763
107.6 K=1.00
82731
461
-351.33
3891.52
0.090
T3
80 - 78.37
L51x51x5
1.9664
0.9265
92.6 K=1.00
95810
461
-809.11
4506.74
0.180
T4
78.37 - 73.36
L51x51x5
1.9997
0.9421
94.1 K=1.00
94498
461
-1762.91
4445.04
0.397
T5
73.36 - 70.02
L51x51x5
1.9997
0.9306
93.0 K=1.00
95465
461
-2319.93
4490.52
0.517
T6
70.02 - 65.01
L51x51x5
1.9997
0.9306
93.0
95465
461
-2847.96
4490.52
0.634
75.8 K=1.00
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
74 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T7
65.01 - 60
L51x51x5
1.9997
0.9306
93.0 K=1.00
95465
461
-2390.83
4490.52
0.532
T8
60 - 58.2
L51x51x5
2.2127
1.1927
119.2 K=1.00
71702
461
-3207.32
3372.74
0.951
T9
58.2 - 56.4
L51x51x5
2.4313
1.2899
128.9 K=1.00
61976
461
-1806.39
2915.25
0.620
T10
56.4 - 52.32
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-1765.48
2858.17
0.618
T11
52.32 - 48.24
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-2154.09
2858.17
0.754
T12
48.24 - 44.16
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-2322.60
2858.17
0.813
T13
44.16 - 40.08
L51x51x5
2.7206
1.2835
128.3 K=1.00
62593
461
-2421.78
2944.30
0.823
T14
40.08 - 36
L51x51x5
2.7206
1.2835
128.3 K=1.00
62593
461
-3056.07
2944.30
1.038
T15
36 - 34
L64x64x5
2.8037
1.4247
113.3 K=1.00
77365
582
-3261.67
4590.90
0.710
T16
34 - 32
L64x64x5
3.0373
1.5428
122.7 K=1.00
68195
582
-2278.89
4046.74
0.563
T17
32 - 30
L64x64x5
3.2811
1.6574
131.8 K=1.00
59250
582
-1689.78
3515.92
0.481
T18
30 - 28
L64x64x5
3.5333
1.7859
142.0 K=1.00
51030
582
-1385.97
3028.16
0.458
T19
28 - 24
L64x64x5
5.2486
2.7717
140.3 K=1.00
52335
582
-2451.63
3105.62
0.789
T20
24 - 20
L64x64x5
5.6774
2.9729
150.4 K=1.00
45492
582
-1792.25
2699.56
0.664
T21
20 - 16
L64x64x5
6.1419
3.1966
161.8 K=1.00
39347
582
-1632.33
2334.89
0.699
T22
16 - 12
L64x64x5
6.6344
3.4363
173.9 K=1.00
34049
582
-1796.45
2020.51
0.889
T23
12 - 8
L64x64x5
7.1488
3.6890
186.7 K=1.00
29545
582
-1663.58
1753.22
0.949
T24
8-0
L64x64x6
10.5617
5.6708
290.3 K=1.00
12215
768
-2274.50
956.30
2.378
Allow. Pa kg 5846.63
Ratio P Pa 0.061
5030.66
0.004
KL/R > 200 (C) - 575
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 86 - 81.8
L51x51x5
m 0.6000
m 0.5365
T2
81.8 - 80
L51x51x5
0.8500
0.7865
Kl/r
53.6 K=1.00 78.6 K=1.00
Fa
A
kPa 124295
mm2 461
Actual P kg -356.67
106947
461
-19.38
RISATower I. P. DOLMEN S.A.
75 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 124295
mm 461
Actual P kg -29.97
53.6 K=1.00
124295
461
-216.20
5846.63
0.037
1.0365
103.6 K=1.00
86327
461
-425.27
4060.68
0.105
1.1000
1.0365
103.6 K=1.00
86327
461
-577.21
4060.68
0.142
L51x51x5
1.1000
1.0365
103.6 K=1.00
86327
461
-1417.56
4060.68
0.349
70.02 - 65.01
L51x51x5
1.1000
1.0238
102.3 K=1.00
87455
461
-2217.48
4113.74
0.539
T7
65.01 - 60
L51x51x5
1.1000
1.0238
102.3 K=1.00
87455
461
-1385.09
4113.74
0.337
T8
60 - 58.2
L51x51x5
1.1000
1.0238
102.3 K=1.00
87455
461
-440.72
4113.74
0.107
T9
58.2 - 56.4
L51x51x5
1.4500
1.3738
137.3 K=1.00
54637
461
-846.60
2570.02
0.329
T10
56.4 - 52.32
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-1087.82
1632.33
0.666
T11
52.32 - 48.24
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-860.99
1632.33
0.527
T12
48.24 - 44.16
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-1276.35
1632.33
0.782
T13
44.16 - 40.08
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-1219.31
1632.33
0.747
T14
40.08 - 36
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-1230.20
1681.52
0.732
T15
36 - 34
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-604.67
1681.52
0.360
T16
34 - 32
L64x64x5
2.1170
1.9900
158.3 K=1.00
41100
582
-1099.28
2438.91
0.451
T17
32 - 30
L64x64x5
2.4430
2.3160
184.2 K=1.00
30344
582
-837.84
1800.63
0.465
T18
30 - 28
L64x64x5
2.7500
2.6230
208.6 K=1.00
23657
582
-593.29
1403.80
0.423
T19
28 - 24
KL/R > 200 (C) - 472 L76x76x6
3.0670
2.9400
195.5 K=1.00
26933
929
-921.98
2551.50
0.361
T20
24 - 20
L76x76x6
3.7000
3.5730
237.6 K=1.00
18235
929
-1094.30
1727.53
0.633
T21
20 - 16
KL/R > 200 (C) - 504 L76x76x6
4.3330
4.2060
178.1 K=1.00
32476
929
-938.75
3076.62
0.305
T22
16 - 12
L89x89x6
4.9670
4.8400
174.8 K=1.00
33690
1090
-885.51
3745.70
0.236
T23
12 - 8
L89x89x6
5.6000
5.4730
197.7 K=1.00
26347
1090
-799.61
2929.36
0.273
T24
8-0
L76x76x8
6.2330
6.1060
260.7
15146
1148
-1110.96
1773.59
0.626
T1
m 86 - 81.8
L51x51x5
m 0.6000
m 0.5365
T2
81.8 - 80
L51x51x5
0.6000
0.5365
T3
80 - 78.37
L51x51x5
1.1000
T4
78.37 - 73.36
L51x51x5
T5
73.36 - 70.02
T6
Kl/r
53.6 K=1.00
Fa
A 2
Allow. Pa kg 5846.63
Ratio P Pa 0.005
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
76 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
mm2
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Actual P kg
Allow. Pa kg
Ratio P Pa
Allow. Pa kg 4060.68
Ratio P Pa 0.289
K=1.00 KL/R > 200 (C) - 568
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T4
m 78.37 - 73.36
L51x51x5
m 1.1000
m 1.0365
T5
73.36 - 70.02
L51x51x5
1.1000
1.0238
T6
70.02 - 65.01
L51x51x5
1.1000
T7
65.01 - 60
L51x51x5
T10
56.4 - 52.32
T11
Kl/r
Fa
A
kPa 86327
mm2 461
Actual P kg -1172.20
102.3 K=1.00
87455
461
-1677.81
4113.74
0.408
1.0238
102.3 K=1.00
87455
461
-1853.24
4113.74
0.451
1.1000
1.0238
102.3 K=1.00
87455
461
-1162.30
4113.74
0.283
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-692.65
1632.33
0.424
52.32 - 48.24
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-976.90
1632.33
0.598
T13
44.16 - 40.08
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-1143.57
1681.52
0.680
T14
40.08 - 36
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-1399.78
1681.52
0.832
Allow. Pa kg 12007.27
Ratio P Pa 0.156
103.6 K=1.00
Tension Checks
Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.6000
30.7
kPa 224080
mm2 525
Actual P kg 1878.99
T1
m 86 - 81.8
L64x64x6
m 4.2000
T2
81.8 - 80
L64x64x6
1.8344
0.9172
47.0
224080
525
2351.71
12007.27
0.196
T3
80 - 78.37
L64x64x6
1.6300
1.6300
83.5
224080
525
2329.94
12007.27
0.194
T4
78.37 - 73.36
L64x64x6
5.0100
1.6700
85.5
224080
525
6480.07
12007.27
0.540
T5
73.36 - 70.02
L76x76x6
3.3400
1.6700
70.7
224080
687
10941.56
15692.71
0.697
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section No.
77 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T6
m 70.02 - 65.01
L76x76x6
m 5.0100
m 1.6700
70.7
kPa 224080
T7
65.01 - 60
2L76x76x6
5.0100
1.6700
112.1
T8
60 - 58.2
2L76x76x6
1.8169
1.8169
T9
58.2 - 56.4
2L76x76x6
1.8169
T10
56.4 - 52.32
2L76x76x6
T11
52.32 - 48.24
T12
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
mm2 687
Actual P kg 13142.66
Allow. Pa kg 15692.71
Ratio P Pa 0.837
206843
1858
9502.13
39190.39
0.242
121.9
206843
1858
9111.45
39190.39
0.232
1.8169
121.9
206843
1858
8922.39
39190.39
0.228
4.0800
2.0400
136.9
206843
1858
10870.80
39190.39
0.277
2L76x76x6
4.0800
2.0400
136.9
206843
1858
15200.66
39190.39
0.388
48.24 - 44.16
2L76x76x6
4.0800
2.0400
136.9
206843
1858
17409.42
39190.39
0.444
T13
44.16 - 40.08
L102x102x10
4.0800
2.0400
65.3
224080
1422
17631.32
32487.16
0.543
T14
40.08 - 36
L102x102x10
4.0800
2.0400
65.3
224080
1422
20117.01
32487.16
0.619
T15
36 - 34
L127x127x10
2.0125
2.0125
50.8
224080
1906
20485.87
43543.47
0.470
T16
34 - 32
L127x127x10
2.0132
2.0132
50.8
224080
1906
19488.78
43543.47
0.448
T17
32 - 30
L127x127x10
2.0117
2.0117
50.8
224080
1906
18787.62
43543.47
0.431
T18
30 - 28
L127x127x10
2.0125
2.0125
50.8
224080
1906
18479.86
43543.47
0.424
T19
28 - 24
L127x127x10
4.0250
4.0250
101.6
224080
1906
17524.50
43543.47
0.402
T20
24 - 20
L127x127x10
4.0250
4.0250
101.6
224080
1906
18303.50
43543.47
0.420
T21
20 - 16
L127x127x10
4.0250
4.0250
101.6
224080
1906
19388.13
43543.47
0.445
T22
16 - 12
L127x127x10
4.0250
4.0250
101.6
224080
1906
21050.64
43543.47
0.483
T23
12 - 8
L127x127x10
4.0250
4.0250
101.6
224080
1906
23165.24
43543.47
0.532
T24
8-0
L127x127x13
8.0500
8.0500
205.8
224080
2500
25147.12
57124.53
0.440
Allow. Pa kg 7005.28
Ratio P Pa 0.075
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 86 - 81.8
L51x51x5
m 0.8485
m 0.7587
48.4
kPa 148927
mm 461
Actual P kg 526.17
T2
81.8 - 80
L51x51x5
1.1624
1.0763
68.7
148927
461
83.81
7005.28
0.012
T3
80 - 78.37
L51x51x5
1.9664
0.9265
59.1
148927
461
731.73
7005.28
0.104
2
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
78 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T4
78.37 - 73.36
L51x51x5
1.9997
0.9421
60.1
148927
461
1653.55
7005.28
0.236
T5
73.36 - 70.02
L51x51x5
1.9997
0.9306
59.4
148927
461
2203.97
7005.28
0.315
T6
70.02 - 65.01
L51x51x5
1.9997
0.9306
59.4
148927
461
2807.76
7005.28
0.401
T7
65.01 - 60
L51x51x5
1.9997
0.9306
59.4
148927
461
1323.04
7005.28
0.189
T8
60 - 58.2
L51x51x5
2.2127
1.1927
76.1
148927
461
1206.23
7005.28
0.172
T9
58.2 - 56.4
L51x51x5
2.4313
1.2899
82.3
148927
461
734.52
7005.28
0.105
T10
56.4 - 52.32
L51x51x5
2.7206
1.3027
83.1
148927
461
1251.57
7005.28
0.179
T11
52.32 - 48.24
L51x51x5
2.7206
1.3027
83.1
148927
461
1613.83
7005.28
0.230
T12
48.24 - 44.16
L51x51x5
2.7206
1.3027
83.1
148927
461
2070.43
7005.28
0.296
T13
44.16 - 40.08
L51x51x5
2.7206
1.2835
81.9
148927
461
1286.76
7005.28
0.184
T14
40.08 - 36
L51x51x5
2.7206
1.2835
81.9
148927
461
1844.18
7005.28
0.263
T15
36 - 34
L64x64x5
2.8037
1.4247
72.1
148927
582
1683.40
8837.43
0.190
T16
34 - 32
L64x64x5
3.0373
1.5428
78.1
148927
582
1061.02
8837.43
0.120
T17
32 - 30
L64x64x5
3.2811
1.6574
83.9
148927
582
675.41
8837.43
0.076
T18
30 - 28
L64x64x5
3.5333
1.7859
90.4
148927
582
506.19
8837.43
0.057
T19
28 - 24
L64x64x5
5.2486
2.7717
140.3
148927
582
1160.99
8837.43
0.131
T20
24 - 20
L64x64x5
5.6774
2.9729
150.4
148927
582
1039.17
8837.43
0.118
T21
20 - 16
L64x64x5
6.1419
3.1966
161.8
148927
582
1110.05
8837.43
0.126
T22
16 - 12
L64x64x5
6.6344
3.4363
173.9
148927
582
1429.29
8837.43
0.162
T23
12 - 8
L64x64x5
7.1488
3.6890
186.7
148927
582
1328.28
8837.43
0.150
T24
8-0
L64x64x6
10.5617
5.6708
290.3
148927
768
2661.45
11659.14
0.228
RISATower I. P. DOLMEN S.A.
79 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A mm2 461
Actual P kg 504.23
Allow. Pa kg 7005.28
Ratio P Pa 0.072
T1
m 86 - 81.8
L51x51x5
m 0.6000
m 0.5365
34.2
kPa 148927
T2
81.8 - 80
L51x51x5
0.8500
0.7865
50.2
148927
461
156.56
7005.28
0.022
Allow. Pa kg 7005.28
Ratio P Pa 0.007
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.5365
34.2
kPa 148927
mm2 461
Actual P kg 47.02
T1
m 86 - 81.8
L51x51x5
m 0.6000
T2
81.8 - 80
L51x51x5
0.6000
0.5365
34.2
148927
461
372.17
7005.28
0.053
T3
80 - 78.37
L51x51x5
1.1000
1.0365
66.1
148927
461
570.91
7005.28
0.081
T4
78.37 - 73.36
L51x51x5
1.1000
1.0365
66.1
148927
461
705.30
7005.28
0.101
T5
73.36 - 70.02
L51x51x5
1.1000
1.0365
66.1
148927
461
1611.99
7005.28
0.230
T6
70.02 - 65.01
L51x51x5
1.1000
1.0238
65.3
148927
461
2344.18
7005.28
0.335
T7
65.01 - 60
L51x51x5
1.1000
1.0238
65.3
148927
461
2292.82
7005.28
0.327
T8
60 - 58.2
L51x51x5
1.1000
1.0238
65.3
148927
461
829.39
7005.28
0.118
T9
58.2 - 56.4
L51x51x5
1.4500
1.3738
87.7
148927
461
1489.86
7005.28
0.213
T10
56.4 - 52.32
L51x51x5
1.8000
1.7238
110.0
148927
461
2243.96
7005.28
0.320
T11
52.32 - 48.24
L51x51x5
1.8000
1.7238
110.0
148927
461
1572.07
7005.28
0.224
T12
48.24 - 44.16
L51x51x5
1.8000
1.7238
110.0
148927
461
1875.11
7005.28
0.268
T13
44.16 - 40.08
L51x51x5
1.8000
1.7238
110.0
148927
461
2148.18
7005.28
0.307
T14
40.08 - 36
L51x51x5
1.8000
1.6984
108.4
148927
461
2317.58
7005.28
0.331
T15
36 - 34
L51x51x5
1.8000
1.6984
108.4
148927
461
1032.90
7005.28
0.147
T16
34 - 32
L64x64x5
2.1170
1.9900
100.7
148927
582
2115.35
8837.43
0.239
T17
32 - 30
L64x64x5
2.4430
2.3160
117.2
148927
582
1733.34
8837.43
0.196
T18
30 - 28
L64x64x5
2.7500
2.6230
132.7
148927
582
1321.98
8837.43
0.150
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
80 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T19
m 28 - 24
L76x76x6
m 3.0670
m 2.9400
124.5
kPa 148927
T20
24 - 20
L76x76x6
3.7000
3.5730
151.3
T21
20 - 16
L76x76x6
4.3330
4.2060
T22
16 - 12
L89x89x6
4.9670
T23
12 - 8
L89x89x6
T24
8-0
L76x76x8
13:55:02 10/10/13 Designed by
Ing. C. Londoño M.
mm2 929
Actual P kg 1940.88
Allow. Pa kg 14108.54
Ratio P Pa 0.138
148927
929
2295.78
14108.54
0.163
178.1
148927
929
2061.18
14108.54
0.146
4.8400
174.8
148927
1090
1842.30
16557.94
0.111
5.6000
5.4730
197.7
148927
1090
1644.79
16557.94
0.099
6.2330
6.1060
260.7
148927
1148
1062.35
17439.72
0.061
Allow. Pa kg 5666.60
Ratio P Pa 0.239
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T4
m 78.37 - 73.36
L51x51x5
m 1.1000
m 1.0365
66.1
kPa 199948
mm2 278
Actual P kg 1354.26
T5
73.36 - 70.02
L51x51x5
1.1000
1.0238
65.3
199948
278
1886.87
5666.60
0.333
T6
70.02 - 65.01
L51x51x5
1.1000
1.0238
65.3
199948
278
2920.80
5666.60
0.515
T7
65.01 - 60
L51x51x5
1.1000
1.0238
65.3
199948
278
1900.79
5666.60
0.335
T10
56.4 - 52.32
L51x51x5
1.8000
1.7238
110.0
199948
278
1334.55
5666.60
0.236
T11
52.32 - 48.24
L51x51x5
1.8000
1.7238
110.0
199948
278
1716.22
5666.60
0.303
T12
48.24 - 44.16
L51x51x5
1.8000
1.7238
110.0
199948
278
2217.21
5666.60
0.391
T13
44.16 - 40.08
L51x51x5
1.8000
1.6984
108.4
148927
461
2228.67
7005.28
0.318
T14
40.08 - 36
L51x51x5
1.8000
1.6984
108.4
148927
461
2583.92
7005.28
0.369
RISATower
Page
Job
I. P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
81 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
13:55:02 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
86 - 81.8
Leg Diagonal Horizontal Top Girt Leg Diagonal Horizontal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy
[email protected] Guy
[email protected] Guy
[email protected] Guy
[email protected] Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy
[email protected] Guy
[email protected] Guy
[email protected] Guy
[email protected] Leg Diagonal Top Girt
L64x64x6 L51x51x5 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 L102x102x10 L51x51x5 L51x51x5
1 9 13 5 63 77 73 65 83 92 85 99 112 104 108 139 152 144 148 167 180 172 174 584 583 582 581 207 220 212 214 247 258 250 263 274 268 279 292 284 288 307 320 312 316 335 356 340 342 580 579 578 577 363 376 368
1878.99 -736.99 504.23 47.02 -2340.34 -351.33 156.56 372.17 -2336.93 -809.11 -425.27 -6081.00 -1762.91 -577.21 -1172.20 -10133.89 -2319.93 -1417.56 -1677.81 -15555.55 -2847.96 -2217.48 2920.80 4553.66 1203.83 4449.19 6508.37 -23010.79 -2390.83 -1385.09 1900.79 -22009.31 -3207.32 829.39 -19783.21 -1806.39 -846.60 -20857.68 -1765.48 -1087.82 -692.65 -25141.09 -2154.09 -860.99 -976.90 -29644.72 -2322.60 -1276.35 2217.21 3064.41 1193.71 3017.39 4253.70 -32834.47 -2421.78 -1219.31
16005.70 6836.83 9338.04 9338.04 14586.25 5187.40 9338.04 9338.04 6290.00 6007.49 5412.89 5992.27 5925.24 5412.89 5412.89 10541.15 5985.87 5412.89 5483.61 10541.15 5985.87 5483.61 7553.57 7626.02 7626.02 7626.02 7626.02 20700.41 5985.87 5483.61 7553.57 17487.73 4495.86 9338.04 17487.73 3886.03 3425.83 13872.41 3809.94 2175.90 2175.90 13872.41 3809.94 2175.90 2175.90 13872.41 3809.94 2175.90 7553.57 7626.02 7626.02 7626.02 7626.02 24655.78 3924.75 2175.90
11.7 10.8 5.4 0.5 16.0 6.8 1.7 4.0 37.2 13.5 7.9 101.5 29.8 10.7 21.7 96.1 38.8 26.2 30.6 147.6 47.6 40.4 38.7 59.7 15.8 58.3 85.3 111.2 39.9 25.3 25.2 125.9 71.3 8.9 113.1 46.5 24.7 150.4 46.3 50.0 31.8 181.2 56.5 39.6 44.9 213.7 61.0 58.7 29.4 40.2 15.7 39.6 55.8 133.2 61.7 56.0
T2
81.8 - 80
T3
80 - 78.37
T4
78.37 - 73.36
T5
73.36 - 70.02
T6
70.02 - 65.01
T7
65.01 - 60
T8
60 - 58.2
T9
58.2 - 56.4
T10
56.4 - 52.32
T11
52.32 - 48.24
T12
48.24 - 44.16
T13
44.16 - 40.08
Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Fail Pass Pass Fail Pass Pass Fail Pass Pass Pass Fail Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
T14
40.08 - 36
T15
T16
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA.
Calle 101 No. 70 G - 25.
No.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
36 - 34
Mid Girt Leg Diagonal Top Girt Mid Girt Leg
L51x51x5 L102x102x10 L51x51x5 L51x51x5 L51x51x5 L127x127x10
372 391 404 396 400 419
-1143.57 -36806.72 -3056.07 -1230.20 -1399.78 -37002.40
2241.47 24655.78 3924.75 2241.47 2241.47 41456.39
Pass Fail Pass Pass Pass Pass
34 - 32
Diagonal Top Girt Leg
L64x64x5 L51x51x5 L127x127x10
430 424 435
-3261.67 -604.67 -35035.94
6119.67 2241.47 41443.94
Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt
L64x64x5 L64x64x5 L127x127x10 L64x64x5 L64x64x5 L127x127x10 L64x64x5 L64x64x5
446 440 451 462 456 467 478 472
-2278.89 -1099.28 -33434.85 -1689.78 -837.84 -32488.11 -1385.97 -593.29
5394.30 3251.06 41469.82 4686.72 2400.24 41456.39 4036.53 1871.27
Leg
L127x127x10
483
-29462.06
41457.06
Diagonal Top Girt
L64x64x5 L76x76x6
494 488
-2451.63 -921.98
4139.79 3401.15
L127x127x10 L64x64x5 L76x76x6 L127x127x10
499 508 504 515
-29834.09 -1792.25 -1094.30 -30752.98
41457.06 3598.51 2302.79 41456.39
51.0 149.3 77.9 54.9 62.4 89.3 93.0 (b) 53.3 27.0 84.5 88.0 (b) 42.2 33.8 80.6 36.1 34.9 78.4 34.3 31.7 35.7 (b) 71.1 74.0 (b) 59.2 27.1 39.4 (b) 72.0 49.8 47.5 74.2 77.3 (b) 52.4 22.9 78.6 81.8 (b) 66.7 17.7 83.8 87.3 (b) 71.2 20.5 100.9 178.4 47.0 Summary 213.7 178.4 5.4 62.7 79.0 59.7 15.8 58.3 85.3 95.8 213.7
T18
30 - 28
T19
28 - 24
T20
24 - 20
T21
20 - 16
Leg Diagonal Top Girt Leg
16 - 12
Diagonal Top Girt Leg
L64x64x5 L76x76x6 L127x127x10
524 520 531
-1632.33 -938.75 -32566.31
3112.41 4101.14 41457.06
12 - 8
Diagonal Top Girt Leg
L64x64x5 L89x89x6 L127x127x10
541 536 547
-1796.45 -885.51 -34748.09
2693.34 4993.02 41457.06
Diagonal Top Girt Leg Diagonal Top Girt
L64x64x5 L89x89x6 L127x127x13 L64x64x6 L76x76x8
556 552 563 575 568
-1663.58 -799.61 -38239.21 -2274.50 -1110.96
2337.04 3904.84 37882.86 1274.74 2364.19
T24
Designed by
Size
32 - 30
T23
13:55:02 10/10/13
Component Type
T17
T22
82 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section
Page
Job
RISATower
8-0
Leg (T12) Diag (T24) Horiz (T1) T Girt (T14) M Girt (T6) Guy A (T6) Guy B (T6) Guy C (T6) Guy D (T6) Bolt Checks RATING =
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Fail Pass Fail Fail Pass Pass Pass Pass Pass Pass Pass Pass Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=80m C. NUEVA EB. C. NEIVA.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 86.0000
50
100
Tilt (deg)
150
200
0
Twist (deg) 0.5
0
0.05
0.1 86.0000
81.8000
81.8000
80.0000
80.0000
78.3700
78.3700
73.3600
73.3600
70.0200
70.0200
68.3500
68.3500
65.0100
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.2400
46.2000
46.2000
44.1600
44.1600
40.0800
40.0800
36.0000
36.0000
34.0000
34.0000
32.0000
32.0000
30.0000
30.0000
28.0000
28.0000
24.0000
24.0000
20.0000
20.0000
16.0000
16.0000
12.0000
12.0000
8.0000
8.0000
0.0000 0
0.0000 50
100
150
200
0
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.5
Job:
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC80+6m Ext.- PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA EB. CERRO NEIVA\TC80m C. NUEVA EB. C. NEIVA.eri
Feedline Distribution Chart 0.0000 - 86.0000 Round
86.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
85.0000
85.0000
85.0000
83.0000
83.0000
83.0000
86.0000
81.8000
81.8000
80.0000 79.0000
79.0000
77.0000
77.0000
77.0000
75.5000
75.5000
75.5000
73.3600
74.0000 73.0000
74.0000 73.0000
74.0000 73.0000
73.3600
70.0200
71.0000 70.0000
71.0000 70.0000
71.0000 70.0000
70.0200
68.3500
68.0000
68.0000
68.0000
68.3500
66.5000
66.5000
66.5000
65.0000 64.0000
65.0000 64.0000
65.0000 64.0000
62.0000
62.0000
62.0000
65.0100
78.3700
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.0000
48.0000
48.0000
45.0000
45.0000
45.0000
42.0000 41.0000
42.0000 41.0000
42.0000 41.0000
39.0000
39.0000
39.0000
48.2400 46.2000 (2) 1 (4 ANT RF N) (2) 1 (4 ANT RF N)
46.2000 44.1600
36.0000 34.0000 32.0000 30.0000 28.0000
24.0000
20.0000
16.0000
16.0000
16.0000
16.0000
44.1600
40.0800
36.0000 34.0000 32.0000 30.0000 28.0000
1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)
40.0800
(2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (4 ANT TV E) (2) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)
12.0000
24.0000
20.0000
16.0000
12.0000 7/8 (2 ANT MW E)
Elevation (m)
80.0000 79.0000
78.3700
8.0000
0.0000
8.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC80+6m Ext.- PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA EB. CERRO NEIVA\TC80m C. NUEVA EB. C. NEIVA.eri
Stress Distribution Chart 0.0000 - 86.0000 > 100%
Elevation (m)
86.0000
90%-100%
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
86.0000
81.8000
81.8000
80.0000
80.0000
78.3700
78.3700
73.3600
73.3600
70.0200
70.0200
68.3500
68.3500
65.0100
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.2400
46.2000
46.2000
44.1600
44.1600
40.0800
40.0800
36.0000
36.0000
34.0000
34.0000
32.0000
32.0000
30.0000
30.0000
28.0000
28.0000
24.0000
24.0000
20.0000
20.0000
16.0000
16.0000
12.0000
12.0000
8.0000
8.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC80+6m Ext.- PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA EB. CERRO NEIVA\TC80m C. NUEVA EB. C. NEIVA.eri
CONDICION NUEVA + REFUERZO. EB. CERRO NEIVA.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
372.1
7 @ 0.6
L51x51x5
152.0
80.0 m 78.4 m
513.5
168.3
A B
1.1
T2
R=46.0000 m
81.8 m
T4
T3
L64x64x6
N.A.
T1
0.6
R=46.0000 m 86.0 m
68.3 m 551.5
11 @ 1.67
L51x51x5
L76x76x6
70.0 m
R=46.0000 m
13
T6
T5
367.7
73.4 m
S EH =8 LC
770.7 279.0 296.1
TYPE
70
AT15-250 (N)
86
2 ANT TV 0.20x0.80m (E)
68
AT15-250 (N) AT15-250 (N)
85 85
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
68 68
AT15-250 (N)
84
2 ANT TV 0.20x0.80m (E)
66.5
AT15-250 (N)
84
2 ANT TV 0.20x0.80m (E)
66.5
AT15-250 (N)
83
2 ANT TV 0.20x0.80m (E)
66.5
AT15-250 (N)
83
2 ANT TV 0.20x0.80m (E)
65
CxMANTENIMIENTO
80
2 ANT TV 0.20x0.80m (E)
65
2 ANT TV 0.20x0.80m (E)
79
2 ANT TV 0.20x0.80m (E)
65
2 ANT TV 0.20x0.80m (E)
79
2 ANT TV 0.20x0.80m (E)
64
2 ANT TV 0.20x0.80m (E)
79
2 ANT TV 0.20x0.80m (E)
64
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
77 77
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
62 62
2 ANT TV 0.20x0.80m (E)
77
2 ANT TV 0.30x1.50m (E)
54
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.30x1.50m (E)
48
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.25x0.90m (E)
45
2 ANT TV 0.20x0.80m (E)
75.5
2 ANT TV 0.25x0.90m (E)
45
2 ANT TV 0.20x0.80m (E)
74
2 ANT TV 0.25x0.90m (E)
42
2 ANT TV 0.20x0.80m (E)
74
2 ANT TV 0.25x0.90m (E)
42
2 ANT TV 0.20x0.80m (E)
74
2 ANT TV 0.25x0.90m (E)
41
36.0 m
2 ANT TV 0.20x0.80m (E)
73
2 ANT TV 0.25x0.90m (E)
41
34.0 m
2 ANT TV 0.20x0.80m (E) 2 ANT TV 0.20x0.80m (E)
73 71
2 ANT TV 0.25x0.90m (E) 2 ANT TV 0.25x0.90m (E)
39 39
2 ANT TV 0.20x0.80m (E)
71
8 FT DISH (1 ANT MW Ø2.40m E)
16
2 ANT TV 0.20x0.80m (E)
70
8 FT DISH (1 ANT MW Ø2.40m E)
16
2 ANT TV 0.20x0.80m (E)
70
56.4 m
671.6
T11
669.2
A36
671.6
10 @ 2.04
L51x51x5
T12
A572-50
7 03 m IT
40.1 m
0 =1
N.A.
445.3 467.4 489.8
4@2
863.3
MATERIAL STRENGTH
5@4
4.333
914.5
GRADE A572-50
344738 kPa
Fu 448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
TOWER DESIGN NOTES
1060.2
4.967
16.0 m
12.0 m 1120.9
1. 2. 3. 4.
Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. MAX. CORNER REACTIONS AT BASE: 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM DOWN: 41407 kg Standards. A153 UPLIFT: -29198 kg 6. Welds are fabricated with ER-70S-6 electrodes. SHEAR: 6357 kg 7. TOWER RATING: 97.4%
8.0 m
1@8
AXIAL 32308 kg SHEAR 13510 kg
2262.6
6.233 L76x76x8
Fy
MOMENT 374440 kg-m
Weight (kg) 15829.6
# Panels @ (m)
Face Width (m)
Horizontals
7.5
8487 kg
Mid Girts
Top Girts
SIZE 1 @ 1.63
0.0 m
TORQUE 901 kg-m REACTIONS - 120 kph WIND 6741 kg R=46.0000 m
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
kg
Diagonal Grade
B
20.0 m
5.6
L89x89x6
T22
MARK
2 @ 0.9
24.0 m
T23
L64x64x6
A
SIZE
9
Leg Grade
SYMBOL LIST
28.0 m
83 10
Diagonals
30.0 m
MARK
3.7
L76x76x6
T21
N.A.
L64x64x5
L127x127x10
T19
3.067
T18
T17
L64x64x5
T16
2.75 2.443 2.117
T15
413.5
669.2
%
32.0 m
967.7
T13
.3
L102x102x10
4 =6 LC
T14
S
44.2 m
EH
T20
46.2 m 13
T24
ELEVATION
2 ANT TV 0.20x0.80m (E)
48.2 m
L127x127x13
TYPE
86
52.3 m
Legs
ELEVATION
AT15-250 (N)
58.2 m
671.6
2 @ 1.8
1.8 1.45
L51x51x5
N.A.
L51x51x5
T8 T9
86 85 84 83 80 79 77 75.5 74 73 71 70 68 66.5 65 64 62 54 48 45 42 41 39 16 DESIGNED APPURTENANCE LOADING
0%
60.0 m
2L76x76x6
AT15-250 CxMANTENIMIENTO 2 8 ANT FT DISH TV (N) 0.20x0.80m 0.30x1.50m 0.25x0.90m (1 ANT MW(E) Ø2.40m E)
1 IT=
T10
9m 55 1.9
T7
65.0 m
Section
R=46.0000 m
PLAN
SILUETA DE CALCULO-TC80+6m Ext.-PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA+REF EB. CERRO NEIVA\TC80m C. NUEVA+REF EB. C. NEIVA.eri
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
SALIDA 3 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x guyed tower with an overall height of 86.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 0.6000 m at the top and 7.5000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. Pressures are calculated at each section. Safety factor used in guy design is 1.6. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I. P. DOLMEN S.A.
2 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
uy G A
G uy
B
Ing. C. Londoño M.
X Z
uy G C
Face D
W in d
45
G uy
D
Wind 90
Face C
Face A
Face B
Wind 0
Square Corner M ounted Guyed To wer
Tower Section Geometry Tower Section
Tower Elevation
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
Assembly Database
Description
Section Width m 0.6000 0.6000 1.1000 1.1000 1.1000 1.1000 1.1000 1.1000 1.4500 1.8000 1.8000 1.8000 1.8000 1.8000 1.8000 2.1170 2.4430 2.7500 3.0670 3.7000 4.3330 4.9670 5.6000 6.2330
Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 4.2000 1.8000 1.6300 5.0100 3.3400 5.0100 5.0100 1.8000 1.8000 4.0800 4.0800 4.0800 4.0800 4.0800 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000
RISATower I. P. DOLMEN S.A.
3 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
m 0.6000 0.9000 1.6300 1.6700 1.6700 1.6700 1.6700 1.8000 1.8000 2.0400 2.0400 2.0400 2.0400 2.0400 2.0000 2.0000 2.0000 2.0000 4.0000 4.0000 4.0000 4.0000 4.0000 8.0000
Diag Down Diag Down X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace
Has K Brace End Panels No No No No No No No No No No No No No No No No No No No No No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
Yes Yes No No No No No No No No No No No No No No No No No No No No No No
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-81.8000 T2 81.8000-80.0000 T3 80.0000-78.3700 T4 78.3700-73.3600 T5 73.3600-70.0200 T6 70.0200-65.0100 T7 65.0100-60.0000 T8 60.0000-58.2000 T9 58.2000-56.4000 T10 56.4000-52.3200 T11 52.3200-48.2400 T12 48.2400-44.1600
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L76x76x6
Equal Angle
L51x51x5
Equal Angle
L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
Equal Angle
L51x51x5
Arbitrary Shape
2L76x76x6
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T13 44.1600-40.0800 T14 40.0800-36.0000 T15 36.0000-34.0000 T16 34.0000-32.0000 T17 32.0000-30.0000 T18 30.0000-28.0000 T19 28.0000-24.0000 T20 24.0000-20.0000 T21 20.0000-16.0000 T22 16.0000-12.0000 T23 12.0000-8.0000 T24 8.0000-0.0000
Page
Job
4 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L102x102x10
Equal Angle
L51x51x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x10
Equal Angle
L64x64x5
Equal Angle
L127x127x13
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Equal Angle
L64x64x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-81.8000 T2 81.8000-80.0000 T3 80.0000-78.3700 T4 78.3700-73.3600 T5 73.3600-70.0200 T6 70.0200-65.0100 T7 65.0100-60.0000 T8 60.0000-58.2000 T9 58.2000-56.4000 T10 56.4000-52.3200 T11 52.3200-48.2400 T12 48.2400-44.1600 T13 44.1600-40.0800
Top Girt Type
Top Girt Size
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Top Girt Grade
Bottom Girt Type
A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa)
Bottom Girt Size
Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Tower Elevation m T14 40.0800-36.0000 T15 36.0000-34.0000 T16 34.0000-32.0000 T17 32.0000-30.0000 T18 30.0000-28.0000 T19 28.0000-24.0000 T20 24.0000-20.0000 T21 20.0000-16.0000 T22 16.0000-12.0000 T23 12.0000-8.0000 T24 8.0000-0.0000
Page
Job
5 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
14:21:13 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L51x51x5
Single Angle
Equal Angle
L51x51x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L89x89x6
Equal Angle
L89x89x6
Equal Angle
L76x76x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Bottom Girt Size
Designed by
Ing. C. Londoño M. Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle Single Angle
Tower Section Geometry (cont’d) Tower Elevation
No. of Mid Girts None
m T1 86.0000-81.8000 T2 None 81.8000-80.0000 T4 2 78.3700-73.3600 T5 1 73.3600-70.0200 T6 2 70.0200-65.0100 T7 2 65.0100-60.0000 T10 1 56.4000-52.3200 T11 1 52.3200-48.2400 T12 1 48.2400-44.1600 T13 1 44.1600-40.0800 T14 1 40.0800-36.0000
Mid Girt Type
Mid Girt Size
Solid Round Equal Angle Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle
L51x51x5
Equal Angle
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Solid Round Solid Round Solid Round Equal Angle Equal Angle Equal Angle Equal Angle
Page
Job
RISATower
6 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1
1
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
Page
Job
RISATower
7 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm
m 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000
m2
mm
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.4
1
1.5
0
0
Tower Section Geometry (cont’d) Tower Elevation
m T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
1
No
No
1
1 1
No
No
1
No
No
No
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 1
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 1
No
No
0.5
1
1
1
1
1
1
1
RISATower I. P. DOLMEN S.A.
Tower Elevation
Calc K Single Angles
Calc K Solid Rounds
8 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Legs
X Brace Diags X Y 1
K Brace Diags X Y 1
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Inner Brace
X X X X X Y Y Y m Y Y 52.3200-48.24 1 1 1 1 1 00 T12 No No 0.5 1 1 1 1 1 1 1 48.2400-44.16 1 1 1 1 1 1 1 00 T13 No No 0.5 1 1 1 1 1 1 1 44.1600-40.08 1 1 1 1 1 1 1 00 T14 No No 0.5 1 1 1 1 1 1 1 40.0800-36.00 1 1 1 1 1 1 1 00 T15 No No 0.5 1 1 1 1 1 1 1 36.0000-34.00 1 1 1 1 1 1 1 00 T16 No No 0.5 1 1 1 1 1 1 1 34.0000-32.00 1 1 1 1 1 1 1 00 T17 No No 1 1 1 1 1 1 1 1 32.0000-30.00 1 1 1 1 1 1 1 00 T18 No No 1 1 1 1 1 1 1 1 30.0000-28.00 1 1 1 1 1 1 1 00 T19 No No 0.5 1 1 1 1 1 1 1 28.0000-24.00 0.5 1 1 1 1 1 1 00 T20 No No 0.5 1 1 1 1 1 1 1 24.0000-20.00 0.5 1 1 1 1 1 1 00 T21 No No 0.5 1 1 1 1 1 1 1 20.0000-16.00 0.5 1 1 0.5 1 1 1 00 T22 No No 0.5 1 1 1 1 1 1 1 16.0000-12.00 0.5 1 1 0.5 1 1 1 00 T23 No No 0.5 1 1 1 1 1 1 1 12.0000-8.000 0.5 1 1 0.5 1 1 1 0 No No 0.25 0.5 1 1 1 1 1 1 T24 0.25 1 1 0.5 1 1 1 8.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Page
Job
RISATower
9 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00 T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Leg
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T19 28.0000-24.00 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000
10 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
Tower Section Geometry (cont’d) Tower Elevation m
T1 86.0000-81.80 00 T2 81.8000-80.00 00 T3 80.0000-78.37 00 T4 78.3700-73.36 00 T5 73.3600-70.02 00 T6 70.0200-65.01 00 T7 65.0100-60.00 00 T8 60.0000-58.20 00 T9 58.2000-56.40 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
16 A394T0
6
Sleeve SS
16 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
1
16 A394T0
1
16 A394T0
16 A394T0
1
16 A394T0
1
6
16 A394T0
1
16 A394T0
16 A394T0
8
16 A394T0
1
Sleeve SS
16 A394T0
8
16 A394T0
Sleeve SS
16 A394T0
8
Sleeve SS
16 A394T0
Sleeve SS
16 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
1
16 A394T0
16 A394T0
1
1
16 A394T0
16 A394T0
1
6
16 A394T0
6
16 A394T0
6
Bolt Size mm 16 A394T0
No.
1
16 A394T0
16 A394T0
1
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
1
16 A394T0
2
16 A394T0
1
Bolt Size mm 16 A394T0
No.
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
1
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
1
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
1
0
1
0
0
Project
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T10 56.4000-52.32 00 T11 52.3200-48.24 00 T12 48.2400-44.16 00 T13 44.1600-40.08 00 T14 40.0800-36.00 00 T15 36.0000-34.00 00 T16 34.0000-32.00 00 T17 32.0000-30.00 00 T18 30.0000-28.00 00 T19 28.0000-24.00 00 T20 24.0000-20.00 00 T21 20.0000-16.00 00 T22 16.0000-12.00 00 T23 12.0000-8.000 0 T24 8.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Leg Connection Type
11 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
Sleeve SS
19 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
19 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
1
16 A394T0
1
16 A394T0
16 A394T0
1
16 A394T0
1
6
16 A394T0
1
16 A394T0
19 A394T0
6
16 A394T0
1
Sleeve SS
19 A394T0
6
19 A394T0
Sleeve SS
19 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
1
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
1
16 A394T0
2
16 A394T0
0
1
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
19 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A325X
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
19 A394T0
6
19 A394T0
1
16 A394T0
1
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
0
Sleeve SS
6
2
1
0
1
0
0
Page
Job
RISATower
12 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Guy Data Guy Elevation
Guy Grade
m 46.2
EHS
68.35
EHS
Guy Size
Initial Tension
A B C D
13 13 13 13
kg 1220.16 1220.16 1220.16 1220.16
A B C D
13 13 13 13
1220.16 1220.16 1220.16 1220.16
%
Guy Modulus
kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7
Guy Weight
Lu
Anchor Radius
Anchor Elevation
m 46.0000 46.0000 46.0000 46.0000
Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000
m 0.0000 0.0000 0.0000 0.0000
End Fitting Efficiency % 100% 100% 100% 100%
kglm 0.77 0.77 0.77 0.77
m 64.2500 64.2500 64.2500 64.2500
0.77 0.77 0.77 0.77
81.8870 81.8870 81.8870 81.8870
46.0000 46.0000 46.0000 46.0000
0.0000 0.0000 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000
100% 100% 100% 100%
Guy Data(cont’d) Guy Elevation m
Mount Type
46.2 68.35
Corner Corner
Torque-Arm Spread
Torque-Arm Leg Angle
m
°
Torque-Arm Style
Torque-Arm Grade
Torque-Arm Type
Torque-Arm Size
Guy Data (cont’d) Guy Elevation m 46.2000 68.3500
Diagonal Grade
Diagonal Type
A572-50 (344738 kPa) A572-50 (344738 kPa)
Solid Round Solid Round
Upper Diagonal Size
Lower Diagonal Size
Is Strap.
Pull-Off Grade
Pull-Off Type
A572-50 (344738 kPa) A572-50 (344738 kPa)
Solid Round
Guy Data (cont’d)
Solid Round
Pull-Off Size
13 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Guy Elevation
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
m 46.2
Cable Weight A kg 49.43
Cable Weight B kg 49.43
Cable Weight C kg 49.43
Cable Weight D kg 49.43
68.35
63.00
63.00
63.00
63.00
Tower Intercept A m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Tower Intercept B m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Ing. C. Londoño M.
Tower Intercept C m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Tower Intercept D m 1.2840 3.5 sec/pulse 2.0715 4.5 sec/pulse
Guy Data (cont’d) Guy Elevation m
Calc K Single Angles No No
46.2 68.35
Pull Off
Torque Arm Kx Ky
Calc K Solid Rounds No No
Kx
Ky
Diagonal Kx Ky
1 1
1 1
1 1
1 1
Guy Data (cont’d) Guy Elevation m 46.2 68.35
Bolt Size mm 16 A394T0 16 A394T0
Torque-Arm Number Net Width Deduct mm 0 0 0
0
U
Bolt Size mm
0.75
16 A394T0 16 A394T0
0.75
Pull Off Number Net Width Deduct mm 0 0 0
0
U
Bolt Size mm
0.75
16 A394T0 16 A394T0
0.75
Diagonal Number Net Width Deduct mm 0 0 0
0
U
0.75 0.75
Guy Pressures Guy Elevation m 46.2
68.35
Guy Location A B C D A B C D
z
qz
m 23.1000 23.1000 23.1000 23.1000 34.1750 34.1750 34.1750 34.1750
kPa 0.86 0.86 0.86 0.86 0.97 0.97 0.97 0.97
qz Ice kPa
Ice Thickness mm
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2
Face Allow or Shield Leg D No
Component Type Ar (CfAe)
Placement m 79.0000 - 0.0000
Total Number
Number Per Row
2
2
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
RISATower
(6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 7/8 (2 ANT MW E) 1 (4 ANT RF N) 1 (4 ANT RF N)
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face Allow or Shield Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
m
Clear Spacing mm
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm
Weight kglm
D
No
Ar (CfAe)
77.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
75.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
74.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
73.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
71.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
70.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
68.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
66.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
65.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
64.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
62.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
48.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
45.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
42.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
41.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
39.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
16.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
85.0000 - 0.0000
2
2
32
32
0.86
D
No
Ar (CfAe)
83.0000 - 0.0000
2
2
32
32
0.86
Feed Line/Linear Appurtenances Section Areas Tower Section
14 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Description
Page
Job
T1
Tower Elevation m 86.0000-81.8000
T2
81.8000-80.0000
T3
80.0000-78.3700
T4
78.3700-73.3600
Face
AR
AF
A B C D A B C D A B C D A
m2 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 7.60 0.00 0.00 0.00 6.21 0.00 0.00 0.00 6.10 0.00
RISATower I. P. DOLMEN S.A.
Tower Section
Tower Elevation m
T5
73.3600-70.0200
T6
70.0200-65.0100
T7
65.0100-60.0000
T8
60.0000-58.2000
T9
58.2000-56.4000
T10
56.4000-52.3200
T11
52.3200-48.2400
T12
48.2400-44.1600
T13
44.1600-40.0800
T14
40.0800-36.0000
T15
36.0000-34.0000
T16
34.0000-32.0000
T17
32.0000-30.0000
T18
30.0000-28.0000
T19
28.0000-24.0000
15 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
m2 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 25.80 0.00 0.00 0.00 24.42 0.00 0.00 0.00 43.19 0.00 0.00 0.00 49.35 0.00 0.00 0.00 18.27 0.00 0.00 0.00 18.27 0.00 0.00 0.00 41.41 0.00 0.00 0.00 41.41 0.00 0.00 0.00 43.15 0.00 0.00 0.00 45.50 0.00 0.00 0.00 48.60 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00 0.00 24.02 0.00 0.00
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
RISATower I. P. DOLMEN S.A.
Tower Section
Tower Elevation m
T20
24.0000-20.0000
T21
20.0000-16.0000
T22
16.0000-12.0000
T23
12.0000-8.0000
T24
8.0000-0.0000
16 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 48.04 0.00 0.00 0.00 48.04 0.00 0.00 0.00 48.04 0.00 0.00 0.00 51.25 0.00 0.00 0.00 51.25 0.00 0.00 0.00 102.50
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
m 86.0000-81.8000 81.8000-80.0000 80.0000-78.3700 78.3700-73.3600 73.3600-70.0200 70.0200-65.0100 65.0100-60.0000 60.0000-58.2000 58.2000-56.4000 56.4000-52.3200 52.3200-48.2400 48.2400-44.1600 44.1600-40.0800 40.0800-36.0000 36.0000-34.0000 34.0000-32.0000 32.0000-30.0000 30.0000-28.0000 28.0000-24.0000 24.0000-20.0000 20.0000-16.0000 16.0000-12.0000 12.0000-8.0000 8.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 21 53 63 78 99 114 210 245 283 310 310 318 189 200 198 217 237 254 290 329 364 406 435 536
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CPZ Ice mm 21 53 63 78 99 114 210 245 283 310 310 318 189 200 198 217 237 254 290 329 364 406 435 536
User Defined Loads
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
17 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
14:21:13 10/10/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Description
Elevation
CxMANTENIMIENTO
m 80.0000
Offset From Centroid m 0.0000
Azimuth Angle
Weight
° 0.0000 No Ice Service
kg 320.00 320.00
Ing. C. Londoño M.
Fx
Fz
Wind Force
kg
kg
kg
0.00 0.00
0.00 0.00
CAAC m2 0.0000 0.0000
0.00 0.00
Discrete Tower Loads Description
Face or Leg
Offset Type
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
79.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
77.0000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
75.5000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
0.0000
74.0000
No Ice
0.2000
0.0500
16.00
0.0000
73.0000
No Ice
0.2000
0.0500
16.00
0.0000
73.0000
No Ice
0.2000
0.0500
16.00
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
18 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
C
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.20x0.80m (E)
A
From Face
2 ANT TV 0.20x0.80m (E)
B
From Face
2 ANT TV 0.30x1.50m (E)
D
From Leg
Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
71.0000
No Ice
0.2000
0.0500
16.00
0.0000
71.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
0.0000
70.0000
No Ice
0.2000
0.0500
16.00
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
68.0000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
66.5000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
65.0000
No Ice
0.2000
0.0500
16.00
0.0000
64.0000
No Ice
0.2000
0.0500
16.00
0.0000
64.0000
No Ice
0.2000
0.0500
16.00
0.0000
62.0000
No Ice
0.2000
0.0500
16.00
0.0000
62.0000
No Ice
0.2000
0.0500
16.00
0.0000
48.0000
No Ice
0.3000
0.1000
30.00
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
19 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.30x1.50m (E)
D
From Leg
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
2 ANT TV 0.25x0.90m (E)
A
From Face
2 ANT TV 0.25x0.90m (E)
D
From Face
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
Offsets: Horz Lateral Vert m m m 0.5000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.5000 0.0000 0.0000 0.0000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
54.0000
No Ice
0.3000
0.1000
30.00
0.0000
45.0000
No Ice
0.2400
0.0600
20.00
0.0000
45.0000
No Ice
0.2400
0.0600
20.00
0.0000
42.0000
No Ice
0.2400
0.0600
20.00
0.0000
42.0000
No Ice
0.2400
0.0600
20.00
0.0000
41.0000
No Ice
0.2400
0.0600
20.00
0.0000
41.0000
No Ice
0.2400
0.0600
20.00
0.0000
39.0000
No Ice
0.2400
0.0600
20.00
0.0000
39.0000
No Ice
0.2400
0.0600
20.00
0.0000
86.0000
No Ice
0.4750
0.2600
10.00
0.0000
86.0000
No Ice
0.4750
0.2600
10.00
0.0000
85.0000
No Ice
0.4750
0.2600
10.00
0.0000
85.0000
No Ice
0.4750
0.2600
10.00
0.0000
84.0000
No Ice
0.4750
0.2600
10.00
0.0000
84.0000
No Ice
0.4750
0.2600
10.00
0.0000
83.0000
No Ice
0.4750
0.2600
10.00
0.0000
83.0000
No Ice
0.4750
0.2600
10.00
Page
Job
RISATower
20 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Dishes Description
Face or Leg
8 FT DISH (1 ANT MW Ø2.40m E) 8 FT DISH (1 ANT MW Ø2.40m E)
Dish Type
Offset Type
A
Paraboloid w/o Radome
From Leg
B
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
Aperture Area
Weight
° Worst
°
m 16.0000
m 2.4384
No Ice
m2 4.6730
kg 113.85
16.0000
2.4384
No Ice
4.6730
113.85
Worst
Tower Pressures - No Ice GH = 1.092 Section Elevation
z
KZ
qz
AG
m 83.9000
1.833
kPa 1.25
m2 2.673
T2 81.8000-80.00 00
80.9000
1.814
1.24
1.596
T3 80.0000-78.37 00
79.1850
1.803
1.23
1.852
T4 78.3700-73.36 00
75.8650
1.781
1.21
5.693
T5 73.3600-70.02 00
71.6900
1.753
1.19
3.818
T6 70.0200-65.01 00
67.5150
1.723
1.17
5.728
T7 65.0100-60.00 00
62.5050
1.685
1.15
5.893
T8 60.0000-58.20 00
59.1000
1.659
1.13
2.433
T9 58.2000-56.40 00
57.3000
1.644
1.12
3.063
T10
54.3600
1.619
1.10
7.655
m T1 86.0000-81.80 00
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
AF
AR
Aleg
m2 0.994 0.994 0.994 0.994 0.417 0.417 0.417 0.417 0.448 0.448 0.448 0.448 1.505 1.505 1.505 1.505 1.092 1.092 1.092 1.092 1.636 1.636 1.636 1.636 0.796 0.796 0.796 0.796 0.290 0.290 0.290 0.290 0.336 0.336 0.336 0.336 0.775
m2 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000
m2 0.533
0.233
0.207
0.636
0.509
0.764
0.000
0.000
0.000
0.000
Leg %
53.66 53.66 53.66 41.89 55.81 55.81 55.81 36.06 46.22 46.22 46.22 30.74 42.27 42.27 42.27 25.67 46.60 46.60 46.60 25.11 46.68 46.68 46.68 23.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 56.4000-52.32 00
m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
z
21 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T11 52.3200-48.24 00
50.2800
1.584
1.08
7.655
T12 48.2400-44.16 00
46.2000
1.546
1.05
7.655
T13 44.1600-40.08 00
42.1200
1.506
1.03
7.579
T14 40.0800-36.00 00
38.0400
1.462
1.00
7.579
T15 36.0000-34.00 00
35.0000
1.428
0.97
4.059
T16 34.0000-32.00 00
33.0000
1.404
0.96
4.702
T17 32.0000-30.00 00
31.0000
1.379
0.94
5.334
T18 30.0000-28.00 00
29.0000
1.353
0.92
5.959
T19 28.0000-24.00 00
26.0000
1.312
0.89
13.817
T20 24.0000-20.00 00
22.0000
1.251
0.85
16.349
T21 20.0000-16.00 00
18.0000
1.181
0.80
18.883
T22 16.0000-12.00 00
14.0000
1.099
0.75
21.417
T23 12.0000-8.000 0
10.0000
1
0.68
23.949
T24 8.0000-0.0000
4.0000
1
0.68
55.513
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 1.679 1.679 1.679 1.679 1.676 1.676 1.676 1.676 0.933 0.933 0.933 0.933 1.002 1.002 1.002 1.002 1.054 1.054 1.054 1.054 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357
m2 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952
m2
0.000
0.000
0.829
0.829
0.511
0.511
0.511
0.511
1.022
1.022
1.022
1.022
1.022
2.045
Leg %
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.37 49.37 49.37 24.09 49.48 49.48 49.48 23.29 54.80 54.80 54.80 27.42 51.03 51.03 51.03 26.44 48.46 48.46 48.46 25.73 46.18 46.18 46.18 25.08 45.12 45.12 45.12 24.76 42.75 42.75 42.75 24.03 40.54 40.54 40.54 23.31 37.45 37.45 37.45 21.72 35.54 35.54 35.54 21.07 38.17 38.17 38.17 21.96
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
14:21:13 10/10/13 Designed by
Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
22 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Tower Pressure - Service GH = 1.092 Section Elevation
z
KZ
qz
AG
1.833
kPa 0.31
m2 2.673
80.9000
1.814
0.31
1.596
T3 80.0000-78.37 00
79.1850
1.803
0.31
1.852
T4 78.3700-73.36 00
75.8650
1.781
0.30
5.693
T5 73.3600-70.02 00
71.6900
1.753
0.30
3.818
T6 70.0200-65.01 00
67.5150
1.723
0.29
5.728
T7 65.0100-60.00 00
62.5050
1.685
0.29
5.893
T8 60.0000-58.20 00
59.1000
1.659
0.28
2.433
T9 58.2000-56.40 00
57.3000
1.644
0.28
3.063
T10 56.4000-52.32 00
54.3600
1.619
0.28
7.655
T11 52.3200-48.24 00
50.2800
1.584
0.27
7.655
T12 48.2400-44.16 00
46.2000
1.546
0.26
7.655
T13 44.1600-40.08 00
42.1200
1.506
0.26
7.579
m
m 83.9000
T2 81.8000-80.00 00
T1 86.0000-81.80 00
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 0.994 0.994 0.994 0.994 0.417 0.417 0.417 0.417 0.448 0.448 0.448 0.448 1.505 1.505 1.505 1.505 1.092 1.092 1.092 1.092 1.636 1.636 1.636 1.636 0.796 0.796 0.796 0.796 0.290 0.290 0.290 0.290 0.336 0.336 0.336 0.336 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 0.775 1.679 1.679 1.679 1.679
m2 0.000 0.000 0.000 0.279 0.000 0.000 0.000 0.229 0.000 0.000 0.000 0.226 0.000 0.000 0.000 0.973 0.000 0.000 0.000 0.934 0.000 0.000 0.000 1.661 0.000 0.000 0.000 1.905 0.000 0.000 0.000 0.706 0.000 0.000 0.000 0.706 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.600 0.000 0.000 0.000 1.669 0.000 0.000 0.000 1.762
m2 0.533
0.233
0.207
0.636
0.509
0.764
0.000
0.000
0.000
0.000
0.000
0.000
0.829
Leg %
53.66 53.66 53.66 41.89 55.81 55.81 55.81 36.06 46.22 46.22 46.22 30.74 42.27 42.27 42.27 25.67 46.60 46.60 46.60 25.11 46.68 46.68 46.68 23.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.37 49.37 49.37 24.09
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
m 38.0400
1.462
kPa 0.25
m2 7.579
T15 36.0000-34.00 00
35.0000
1.428
0.24
4.059
T16 34.0000-32.00 00
33.0000
1.404
0.24
4.702
T17 32.0000-30.00 00
31.0000
1.379
0.23
5.334
T18 30.0000-28.00 00
29.0000
1.353
0.23
5.959
T19 28.0000-24.00 00
26.0000
1.312
0.22
13.817
T20 24.0000-20.00 00
22.0000
1.251
0.21
16.349
T21 20.0000-16.00 00
18.0000
1.181
0.20
18.883
T22 16.0000-12.00 00
14.0000
1.099
0.19
21.417
T23 12.0000-8.000 0
10.0000
1
0.17
23.949
T24 8.0000-0.0000
4.0000
1
0.17
55.513
T14 40.0800-36.00 00
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
z
23 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
Leg %
m2 1.676 1.676 1.676 1.676 0.933 0.933 0.933 0.933 1.002 1.002 1.002 1.002 1.054 1.054 1.054 1.054 1.107 1.107 1.107 1.107 2.266 2.266 2.266 2.266 2.391 2.391 2.391 2.391 2.522 2.522 2.522 2.522 2.730 2.730 2.730 2.730 2.877 2.877 2.877 2.877 5.357 5.357 5.357 5.357
m2 0.000 0.000 0.000 1.885 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 0.932 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.863 0.000 0.000 0.000 1.976 0.000 0.000 0.000 1.976 0.000 0.000 0.000 3.952
m2 0.829
0.511
0.511
0.511
0.511
1.022
1.022
1.022
1.022
1.022
2.045
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
49.48 49.48 49.48 23.29 54.80 54.80 54.80 27.42 51.03 51.03 51.03 26.44 48.46 48.46 48.46 25.73 46.18 46.18 46.18 25.08 45.12 45.12 45.12 24.76 42.75 42.75 42.75 24.03 40.54 40.54 40.54 23.31 37.45 37.45 37.45 21.72 35.54 35.54 35.54 21.07 38.17 38.17 38.17 21.96
Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-81.80 00
7.60
kg 372.13
T2 81.8000-80.00
6.21
152.03
F a c e A B C D A B
e
0.372 0.372 0.372 0.476 0.262 0.262
CF
RR
2.359 2.359 2.359 2.097 2.73 2.73
0.641 0.641 0.641 0.686 0.605 0.605
DF
DR
1 1 1 1 1 1
1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.994 0.994 0.994 1.186 0.417 0.417
kg 345.73
kglm 82.32
D
176.87
98.26
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T3 80.0000-78.37 00
6.10
168.27
T4 78.3700-73.36 00
25.80
513.49
T5 73.3600-70.02 00
24.42
367.69
T6 70.0200-65.01 00
43.19
551.54
T7 65.0100-60.00 00
49.35
770.74
T8 60.0000-58.20 00
18.27
279.03
T9 58.2000-56.40 00
18.27
296.13
T10 56.4000-52.32 00
41.41
671.63
T11 52.3200-48.24 00
41.41
671.63
T12 48.2400-44.16 00
43.15
671.63
T13 44.1600-40.08 00
45.50
669.15
T14 40.0800-36.00 00
48.60
669.15
T15 36.0000-34.00 00
24.02
413.52
T16 34.0000-32.00 00
24.02
445.32
T17 32.0000-30.00
24.02
467.45
24 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:21:13 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
e
0.262 0.405 0.242 0.242 0.242 0.364 0.264 0.264 0.264 0.435 0.286 0.286 0.286 0.531 0.286 0.286 0.286 0.576 0.135 0.135 0.135 0.458 0.119 0.119 0.119 0.409 0.11 0.11 0.11 0.34 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.319 0.222 0.222 0.222 0.454 0.221 0.221 0.221 0.47 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198
CF
RR
2.73 2.267 2.807 2.807 2.807 2.384 2.72 2.72 2.72 2.19 2.64 2.64 2.64 1.995 2.641 2.641 2.641 1.929 3.276 3.276 3.276 2.136 3.354 3.354 3.354 2.255 3.401 3.401 3.401 2.456 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.524 2.889 2.889 2.889 2.146 2.891 2.891 2.891 2.111 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99
0.605 0.654 0.6 0.6 0.6 0.637 0.606 0.606 0.606 0.667 0.612 0.612 0.612 0.714 0.612 0.612 0.612 0.739 0.579 0.579 0.579 0.677 0.577 0.577 0.577 0.655 0.576 0.576 0.576 0.629 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.622 0.595 0.595 0.595 0.675 0.595 0.595 0.595 0.683 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 0.417 0.567 0.448 0.448 0.448 0.592 1.505 1.505 1.505 2.154 1.092 1.092 1.092 1.759 1.636 1.636 1.636 2.863 0.796 0.796 0.796 2.086 0.290 0.290 0.290 0.753 0.336 0.336 0.336 0.780 0.775 0.775 0.775 1.766 0.775 0.775 0.775 1.766 0.775 0.775 0.775 1.813 1.679 1.679 1.679 2.869 1.676 1.676 1.676 2.962 0.933 0.933 0.933 1.564 1.002 1.002 1.002 1.613 1.054 1.054
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
192.91
118.35
D
637.30
127.21
D
466.69
139.73
D
721.92
144.10
D
569.62
113.70
D
213.53
118.63
D
238.85
132.69
D
554.06
135.80
D
541.84
132.80
D
536.65
131.53
D
703.03
172.31
D
693.65
170.01
D
361.53
180.76
D
386.69
193.35
D
407.39
203.69
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T18 30.0000-28.00 00
24.02
489.78
T19 28.0000-24.00 00
48.04
863.35
T20 24.0000-20.00 00
48.04
914.54
T21 20.0000-16.00 00
48.04
967.71
T22 16.0000-12.00 00
51.25
1060.16
T23 12.0000-8.000 0
51.25
1120.86
T24 8.0000-0.0000
102.50
2262.63
Sum Weight:
864.47
15829.58
25 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:21:13 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168
CF
RR
2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123
0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 1.054 1.651 1.107 1.107 1.107 1.694 2.266 2.266 2.266 3.413 2.391 2.391 2.391 3.518 2.522 2.522 2.522 3.635 2.730 2.730 2.730 3.905 2.877 2.877 2.877 4.045 5.357 5.357 5.357 7.667
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
425.89
212.95
D
880.87
220.22
D
912.91
228.23
D
926.65
231.66
D
943.09
235.77
D
910.82
227.71
D
1816.30
227.04
D
14564.78
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-81.80 00
7.60
kg 372.13
T2 81.8000-80.00 00
6.21
152.03
T3 80.0000-78.37 00
6.10
168.27
T4 78.3700-73.36 00
25.80
513.49
T5 73.3600-70.02
24.42
367.69
F a c e A B C D A B C D A B C D A B C D A B
e
0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.264 0.264 0.264 0.435 0.286 0.286
CF
RR
DF
DR
2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.72 2.72 2.72 2.19 2.64 2.64
0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.606 0.606 0.606 0.667 0.612 0.612
1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.198 1.198 1.198 1.2 1.2 1.2
1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.198 1.198 1.198 1.2 1.2 1.2
AE
F
w
Ctrl. Face
m2 1.193 1.193 1.193 1.423 0.499 0.499 0.499 0.680 0.529 0.529 0.529 0.710 1.804 1.804 1.804 2.585 1.311 1.311
kg 414.87
kglm 98.78
D
212.24
117.91
D
231.50
142.02
D
764.76
152.65
D
560.03
167.67
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T6 70.0200-65.01 00
43.19
551.54
T7 65.0100-60.00 00
49.35
770.74
T8 60.0000-58.20 00
18.27
279.03
T9 58.2000-56.40 00
18.27
296.13
T10 56.4000-52.32 00
41.41
671.63
T11 52.3200-48.24 00
41.41
671.63
T12 48.2400-44.16 00
43.15
671.63
T13 44.1600-40.08 00
45.50
669.15
T14 40.0800-36.00 00
48.60
669.15
T15 36.0000-34.00 00
24.02
413.52
T16 34.0000-32.00 00
24.02
445.32
T17 32.0000-30.00 00
24.02
467.45
T18 30.0000-28.00 00
24.02
489.78
T19 28.0000-24.00 00
48.04
863.35
T20 24.0000-20.00
48.04
914.54
26 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:21:13 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
e
0.286 0.531 0.286 0.286 0.286 0.576 0.135 0.135 0.135 0.458 0.119 0.119 0.119 0.409 0.11 0.11 0.11 0.34 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.319 0.222 0.222 0.222 0.454 0.221 0.221 0.221 0.47 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146
CF
RR
DF
DR
2.64 1.995 2.641 2.641 2.641 1.929 3.276 3.276 3.276 2.136 3.354 3.354 3.354 2.255 3.401 3.401 3.401 2.456 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.524 2.889 2.889 2.889 2.146 2.891 2.891 2.891 2.111 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223
0.612 0.714 0.612 0.612 0.612 0.739 0.579 0.579 0.579 0.677 0.577 0.577 0.577 0.655 0.576 0.576 0.576 0.629 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.622 0.595 0.595 0.595 0.675 0.595 0.595 0.595 0.683 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581
1.2 1.2 1.2 1.2 1.2 1.2 1.101 1.101 1.101 1.2 1.089 1.089 1.089 1.2 1.082 1.082 1.082 1.2 1.076 1.076 1.076 1.2 1.076 1.076 1.076 1.2 1.076 1.076 1.076 1.2 1.166 1.166 1.166 1.2 1.166 1.166 1.166 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11
1.2 1.2 1.2 1.2 1.2 1.2 1.101 1.101 1.101 1.2 1.089 1.089 1.089 1.2 1.082 1.082 1.082 1.2 1.076 1.076 1.076 1.2 1.076 1.076 1.076 1.2 1.076 1.076 1.076 1.2 1.166 1.166 1.166 1.2 1.166 1.166 1.166 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11
AE
F
w
m2 1.311 2.111 1.963 1.963 1.963 3.436 0.876 0.876 0.876 2.503 0.316 0.316 0.316 0.903 0.363 0.363 0.363 0.936 0.834 0.834 0.834 2.119 0.834 0.834 0.834 2.119 0.834 0.834 0.834 2.176 1.958 1.958 1.958 3.443 1.953 1.953 1.953 3.554 1.094 1.094 1.094 1.877 1.162 1.162 1.162 1.936 1.211 1.211 1.211 1.982 1.261 1.261 1.261 2.032 2.544 2.544 2.544 4.095 2.654 2.654
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
866.31
172.92
D
683.54
136.44
D
256.23
142.35
D
286.62
159.23
D
664.87
162.96
D
650.21
159.36
D
643.98
157.84
D
843.63
206.77
D
832.38
204.01
D
433.83
216.92
D
464.03
232.02
D
488.86
244.43
D
511.07
255.53
D
1057.04
264.26
D
1091.10
272.77
D
RISATower
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
27 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Section Elevation
Page
Job
Add Weight
Self Weight
kg
kg
00 T21 20.0000-16.00 00
48.04
967.71
T22 16.0000-12.00 00
51.25
1060.16
T23 12.0000-8.000 0
51.25
1120.86
T24 8.0000-0.0000
102.50
2262.63
Sum Weight:
864.47
15829.58
14:21:13 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D
e
0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168
CF
RR
DF
DR
3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123
0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584
1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126
1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126
Designed by
Ing. C. Londoño M.
AE
F
w
Ctrl. Face
m2 2.654 4.205 2.775 2.775 2.775 4.268 2.991 2.991 2.991 4.549 3.136 3.136 3.136 4.659 5.745 5.745 5.745 8.631
kg
kglm
1088.05
272.01
D
1098.51
274.63
D
1049.25
262.31
D
2044.75
255.59
D
17237.67
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-81.80 00
7.60
kg 372.13
T2 81.8000-80.00 00
6.21
152.03
T3 80.0000-78.37 00
6.10
168.27
T4 78.3700-73.36 00
25.80
513.49
T5 73.3600-70.02 00
24.42
367.69
T6 70.0200-65.01 00
43.19
551.54
T7 65.0100-60.00 00
49.35
770.74
T8 60.0000-58.20
18.27
279.03
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
e
0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.264 0.264 0.264 0.435 0.286 0.286 0.286 0.531 0.286 0.286 0.286 0.576 0.135 0.135 0.135 0.458 0.119 0.119
CF
2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.72 2.72 2.72 2.19 2.64 2.64 2.64 1.995 2.641 2.641 2.641 1.929 3.276 3.276 3.276 2.136 3.354 3.354
RR
0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.606 0.606 0.606 0.667 0.612 0.612 0.612 0.714 0.612 0.612 0.612 0.739 0.579 0.579 0.579 0.677 0.577 0.577
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.994 0.994 0.994 1.186 0.417 0.417 0.417 0.567 0.448 0.448 0.448 0.592 1.505 1.505 1.505 2.154 1.092 1.092 1.092 1.759 1.636 1.636 1.636 2.863 0.796 0.796 0.796 2.086 0.290 0.290
kg 86.43
kglm 20.58
D
44.22
24.57
D
48.23
29.59
D
159.32
31.80
D
116.67
34.93
D
180.48
36.02
D
142.40
28.42
D
53.38
29.66
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T9 58.2000-56.40 00
18.27
296.13
T10 56.4000-52.32 00
41.41
671.63
T11 52.3200-48.24 00
41.41
671.63
T12 48.2400-44.16 00
43.15
671.63
T13 44.1600-40.08 00
45.50
669.15
T14 40.0800-36.00 00
48.60
669.15
T15 36.0000-34.00 00
24.02
413.52
T16 34.0000-32.00 00
24.02
445.32
T17 32.0000-30.00 00
24.02
467.45
T18 30.0000-28.00 00
24.02
489.78
T19 28.0000-24.00 00
48.04
863.35
T20 24.0000-20.00 00
48.04
914.54
T21 20.0000-16.00 00
48.04
967.71
T22 16.0000-12.00 00
51.25
1060.16
T23 12.0000-8.000
51.25
1120.86
28 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:21:13 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
e
0.119 0.409 0.11 0.11 0.11 0.34 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.31 0.101 0.101 0.101 0.319 0.222 0.222 0.222 0.454 0.221 0.221 0.221 0.47 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12
CF
RR
3.354 2.255 3.401 3.401 3.401 2.456 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.554 3.444 3.444 3.444 2.524 2.889 2.889 2.889 2.146 2.891 2.891 2.891 2.111 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349
0.577 0.655 0.576 0.576 0.576 0.629 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.619 0.575 0.575 0.575 0.622 0.595 0.595 0.595 0.675 0.595 0.595 0.595 0.683 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 0.290 0.753 0.336 0.336 0.336 0.780 0.775 0.775 0.775 1.766 0.775 0.775 0.775 1.766 0.775 0.775 0.775 1.813 1.679 1.679 1.679 2.869 1.676 1.676 1.676 2.962 0.933 0.933 0.933 1.564 1.002 1.002 1.002 1.613 1.054 1.054 1.054 1.651 1.107 1.107 1.107 1.694 2.266 2.266 2.266 3.413 2.391 2.391 2.391 3.518 2.522 2.522 2.522 3.635 2.730 2.730 2.730 3.905 2.877 2.877
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
59.71
33.17
D
138.51
33.95
D
135.46
33.20
D
134.16
32.88
D
175.76
43.08
D
173.41
42.50
D
90.38
45.19
D
96.67
48.34
D
101.85
50.92
D
106.47
53.24
D
220.22
55.05
D
228.23
57.06
D
231.66
57.92
D
235.77
58.94
D
227.71
56.93
D
Project
m
kg
kg
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Self Weight
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Add Weight
29 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
0 T24 8.0000-0.0000
102.50
2262.63
Sum Weight:
864.47
15829.58
F a c e C D A B C D
e
0.12 0.203 0.097 0.097 0.097 0.168
CF
RR
3.349 2.969 3.468 3.468 3.468 3.123
0.577 0.591 0.575 0.575 0.575 0.584
DF
DR
1 1 1 1 1 1
1 1 1 1 1 1
AE
F
w
m2 2.877 4.045 5.357 5.357 5.357 7.667
kg
kglm
454.08
56.76
Designed by
Ing. C. Londoño M. Ctrl. Face
D
3641.20
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-81.80 00
7.60
kg 372.13
T2 81.8000-80.00 00
6.21
152.03
T3 80.0000-78.37 00
6.10
168.27
T4 78.3700-73.36 00
25.80
513.49
T5 73.3600-70.02 00
24.42
367.69
T6 70.0200-65.01 00
43.19
551.54
T7 65.0100-60.00 00
49.35
770.74
T8 60.0000-58.20 00
18.27
279.03
T9 58.2000-56.40 00
18.27
296.13
T10 56.4000-52.32 00
41.41
671.63
T11 52.3200-48.24
41.41
671.63
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
e
0.372 0.372 0.372 0.476 0.262 0.262 0.262 0.405 0.242 0.242 0.242 0.364 0.264 0.264 0.264 0.435 0.286 0.286 0.286 0.531 0.286 0.286 0.286 0.576 0.135 0.135 0.135 0.458 0.119 0.119 0.119 0.409 0.11 0.11 0.11 0.34 0.101 0.101 0.101 0.31 0.101 0.101
CF
RR
DF
DR
2.359 2.359 2.359 2.097 2.73 2.73 2.73 2.267 2.807 2.807 2.807 2.384 2.72 2.72 2.72 2.19 2.64 2.64 2.64 1.995 2.641 2.641 2.641 1.929 3.276 3.276 3.276 2.136 3.354 3.354 3.354 2.255 3.401 3.401 3.401 2.456 3.444 3.444 3.444 2.554 3.444 3.444
0.641 0.641 0.641 0.686 0.605 0.605 0.605 0.654 0.6 0.6 0.6 0.637 0.606 0.606 0.606 0.667 0.612 0.612 0.612 0.714 0.612 0.612 0.612 0.739 0.579 0.579 0.579 0.677 0.577 0.577 0.577 0.655 0.576 0.576 0.576 0.629 0.575 0.575 0.575 0.619 0.575 0.575
1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.198 1.198 1.198 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.101 1.101 1.101 1.2 1.089 1.089 1.089 1.2 1.082 1.082 1.082 1.2 1.076 1.076 1.076 1.2 1.076 1.076
1.2 1.2 1.2 1.2 1.196 1.196 1.196 1.2 1.181 1.181 1.181 1.2 1.198 1.198 1.198 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.101 1.101 1.101 1.2 1.089 1.089 1.089 1.2 1.082 1.082 1.082 1.2 1.076 1.076 1.076 1.2 1.076 1.076
AE
F
w
Ctrl. Face
m2 1.193 1.193 1.193 1.423 0.499 0.499 0.499 0.680 0.529 0.529 0.529 0.710 1.804 1.804 1.804 2.585 1.311 1.311 1.311 2.111 1.963 1.963 1.963 3.436 0.876 0.876 0.876 2.503 0.316 0.316 0.316 0.903 0.363 0.363 0.363 0.936 0.834 0.834 0.834 2.119 0.834 0.834
kg 103.72
kglm 24.69
D
53.06
29.48
D
57.87
35.51
D
191.19
38.16
D
140.01
41.92
D
216.58
43.23
D
170.89
34.11
D
64.06
35.59
D
71.66
39.81
D
166.22
40.74
D
162.55
39.84
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T12 48.2400-44.16 00
43.15
671.63
T13 44.1600-40.08 00
45.50
669.15
T14 40.0800-36.00 00
48.60
669.15
T15 36.0000-34.00 00
24.02
413.52
T16 34.0000-32.00 00
24.02
445.32
T17 32.0000-30.00 00
24.02
467.45
T18 30.0000-28.00 00
24.02
489.78
T19 28.0000-24.00 00
48.04
863.35
T20 24.0000-20.00 00
48.04
914.54
T21 20.0000-16.00 00
48.04
967.71
T22 16.0000-12.00 00
51.25
1060.16
T23 12.0000-8.000 0
51.25
1120.86
T24 8.0000-0.0000
102.50
2262.63
Sum Weight:
864.47
15829.58
30 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:21:13 10/10/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.101 0.31 0.101 0.101 0.101 0.319 0.222 0.222 0.222 0.454 0.221 0.221 0.221 0.47 0.23 0.23 0.23 0.459 0.213 0.213 0.213 0.411 0.198 0.198 0.198 0.372 0.186 0.186 0.186 0.342 0.164 0.164 0.164 0.299 0.146 0.146 0.146 0.26 0.134 0.134 0.134 0.232 0.127 0.127 0.127 0.22 0.12 0.12 0.12 0.203 0.097 0.097 0.097 0.168
CF
RR
DF
DR
3.444 2.554 3.444 3.444 3.444 2.524 2.889 2.889 2.889 2.146 2.891 2.891 2.891 2.111 2.855 2.855 2.855 2.134 2.924 2.924 2.924 2.25 2.99 2.99 2.99 2.358 3.042 3.042 3.042 2.45 3.14 3.14 3.14 2.594 3.223 3.223 3.223 2.735 3.283 3.283 3.283 2.846 3.313 3.313 3.313 2.897 3.349 3.349 3.349 2.969 3.468 3.468 3.468 3.123
0.575 0.619 0.575 0.575 0.575 0.622 0.595 0.595 0.595 0.675 0.595 0.595 0.595 0.683 0.597 0.597 0.597 0.678 0.593 0.593 0.593 0.656 0.59 0.59 0.59 0.641 0.588 0.588 0.588 0.63 0.584 0.584 0.584 0.616 0.581 0.581 0.581 0.605 0.579 0.579 0.579 0.598 0.578 0.578 0.578 0.595 0.577 0.577 0.577 0.591 0.575 0.575 0.575 0.584
1.076 1.2 1.076 1.076 1.076 1.2 1.166 1.166 1.166 1.2 1.166 1.166 1.166 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126
1.076 1.2 1.076 1.076 1.076 1.2 1.166 1.166 1.166 1.2 1.166 1.166 1.166 1.2 1.172 1.172 1.172 1.2 1.16 1.16 1.16 1.2 1.148 1.148 1.148 1.2 1.139 1.139 1.139 1.2 1.123 1.123 1.123 1.2 1.11 1.11 1.11 1.195 1.1 1.1 1.1 1.174 1.096 1.096 1.096 1.165 1.09 1.09 1.09 1.152 1.072 1.072 1.072 1.126
AE
F
w
m2 0.834 2.119 0.834 0.834 0.834 2.176 1.958 1.958 1.958 3.443 1.953 1.953 1.953 3.554 1.094 1.094 1.094 1.877 1.162 1.162 1.162 1.936 1.211 1.211 1.211 1.982 1.261 1.261 1.261 2.032 2.544 2.544 2.544 4.095 2.654 2.654 2.654 4.205 2.775 2.775 2.775 4.268 2.991 2.991 2.991 4.549 3.136 3.136 3.136 4.659 5.745 5.745 5.745 8.631
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
161.00
39.46
D
210.91
51.69
D
208.09
51.00
D
108.46
54.23
D
116.01
58.00
D
122.22
61.11
D
127.77
63.88
D
264.26
66.07
D
272.77
68.19
D
272.01
68.00
D
274.63
68.66
D
262.31
65.58
D
511.19
63.90
D
4309.42
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
31 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Mast Vectors - No Ice Section No. T1
Section Elevation m 86.0000-81.8000
T2
81.8000-80.0000
T3
80.0000-78.3700
T4
78.3700-73.3600
T5
73.3600-70.0200
T6
70.0200-65.0100
T7
65.0100-60.0000
T8
60.0000-58.2000
T9
58.2000-56.4000
T10
56.4000-52.3200
T11
52.3200-48.2400
T12
48.2400-44.1600
T13
44.1600-40.0800
T14
40.0800-36.0000
T15
36.0000-34.0000
T16
34.0000-32.0000
T17
32.0000-30.0000
T18
30.0000-28.0000
T19
28.0000-24.0000
T20
24.0000-20.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal
F kg 345.73 414.87 345.73 176.87 212.24 176.87 192.91 231.50 192.91 637.30 764.76 637.30 466.69 560.03 466.69 721.92 866.31 721.92 569.62 683.54 569.62 213.53 256.23 213.53 238.85 286.62 238.85 554.06 664.87 554.06 541.84 650.21 541.84 536.65 643.98 536.65 703.03 843.63 703.03 693.65 832.38 693.65 361.53 433.83 361.53 386.69 464.03 386.69 407.39 488.86 407.39 425.89 511.07 425.89 880.87 1057.04 880.87 912.91
Vx
Vz
OTMx
OTMz
Torque
kg
kg -345.73 -293.36 0.00 -176.87 -150.08 0.00 -192.91 -163.69 0.00 -637.30 -540.77 0.00 -466.69 -396.00 0.00 -721.92 -612.57 0.00 -569.62 -483.34 0.00 -213.53 -181.18 0.00 -238.85 -202.67 0.00 -554.06 -470.13 0.00 -541.84 -459.77 0.00 -536.65 -455.36 0.00 -703.03 -596.54 0.00 -693.65 -588.58 0.00 -361.53 -306.77 0.00 -386.69 -328.12 0.00 -407.39 -345.68 0.00 -425.89 -361.38 0.00 -880.87 -747.44 0.00 -912.91
kg-m -29004 -24611 2 -14306 -12139 3 -15272 -12959 3 -48334 -41011 15 -33443 -28376 14 -48716 -41334 24 -35576 -30183 28 -12608 -10696 12 -13671 -11598 15 -30081 -25519 38 -27206 -23079 38 -24754 -20999 39 -29570 -25085 41 -26342 -22345 44 -12630 -10713 24 -12733 -10800 28 -12598 -10685 31 -12316 -10445 35 -22821 -19352 82 -19987
kg-m
kg-m
0.00 293.36 345.73 0.00 150.08 176.87 0.00 163.69 192.91 0.00 540.77 637.30 0.00 396.00 466.69 0.00 612.57 721.92 0.00 483.34 569.62 0.00 181.18 213.53 0.00 202.67 238.85 0.00 470.13 554.06 0.00 459.77 541.84 0.00 455.36 536.65 0.00 596.54 703.03 0.00 588.58 693.65 0.00 306.77 361.53 0.00 328.12 386.69 0.00 345.68 407.39 0.00 361.38 425.89 0.00 747.44 880.87 0.00
0 -24613 -29007 0 -12141 -14309 0 -12962 -15276 0 -41025 -48349 0 -28389 -33457 0 -41358 -48741 0 -30211 -35604 0 -10708 -12619 0 -11613 -13686 0 -25556 -30118 0 -23117 -27244 0 -21038 -24793 0 -25126 -29611 0 -22390 -26386 0 -10737 -12653 0 -10828 -12761 0 -10716 -12629 0 -10480 -12351 0 -19433 -22903 0
0 6 7 0 8 9 0 10 12 0 42 50 0 39 46 0 70 82 0 101 120 0 44 52 0 57 68 0 146 172 0 142 168 0 145 171 0 113 133 0 118 138 0 61 71 0 71 84 0 82 96 0 92 108 0 217 256 0
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m
T21
20.0000-16.0000
T22
16.0000-12.0000
T23
12.0000-8.0000
T24
8.0000-0.0000
Wind Azimuth ° 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Page
Job
32 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
F
Vx
kg 1091.10 912.91 926.65 1088.05 926.65 943.09 1098.51 943.09 910.82 1049.25 910.82 1816.30 2044.75 1816.30
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
kg 771.52 912.91 0.00 769.37 926.65 0.00 776.76 943.09 0.00 741.93 910.82 0.00 1445.85 1816.30
Vz kg -771.52 0.00 -926.65 -769.37 0.00 -943.09 -776.76 0.00 -910.82 -741.93 0.00 -1816.30 -1445.85 0.00
OTMx
OTMz
kg-m -16877 97 -16568 -13737 112 -13067 -10739 136 -8956 -7267 152 -6912 -5430 353
kg-m -16974 -20084 0 -13849 -16680 0 -10875 -13203 0 -7419 -9108 0 -5783 -7265
14:21:13 10/10/13 Designed by
Ing. C. Londoño M. Torque kg-m 254 300 0 280 337 0 316 383 0 323 396 0 775 974
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 12188.87 14564.78
Vz kg -14564.78 -12188.87 0.00
OTMx
OTMz
Torque
kg-m -527472 -445976 1366
kg-m
kg-m
0 -447342 -528838
0 3512 4235
Mast Vectors - Service Section No. T1
Section Elevation m 86.0000-81.8000
T2
81.8000-80.0000
T3
80.0000-78.3700
T4
78.3700-73.3600
T5
73.3600-70.0200
T6
70.0200-65.0100
T7
65.0100-60.0000
T8
60.0000-58.2000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90
F
Vx
Vz
OTMx
OTMz
Torque
kg 86.43 103.72 86.43 44.22 53.06 44.22 48.23 57.87 48.23 159.32 191.19 159.32 116.67 140.01 116.67 180.48 216.58 180.48 142.40 170.89 142.40 53.38 64.06
kg
kg -86.43 -73.34 0.00 -44.22 -37.52 0.00 -48.23 -40.92 0.00 -159.32 -135.19 0.00 -116.67 -99.00 0.00 -180.48 -153.14 0.00 -142.40 -120.83 0.00 -53.38 -45.30
kg-m -7249 -6151 2 -3574 -3033 3 -3816 -3237 3 -12073 -10242 15 -8351 -7084 14 -12161 -10315 24 -8873 -7525 28 -3143 -2665
kg-m
kg-m
0.00 73.34 86.43 0.00 37.52 44.22 0.00 40.92 48.23 0.00 135.19 159.32 0.00 99.00 116.67 0.00 153.14 180.48 0.00 120.83 142.40 0.00 45.30
0 -6153 -7252 0 -3035 -3577 0 -3241 -3819 0 -10256 -12087 0 -7097 -8364 0 -10339 -12185 0 -7553 -8901 0 -2677
0 2 2 0 2 2 0 3 3 0 11 12 0 10 12 0 17 20 0 25 30 0 11
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m
T9
58.2000-56.4000
T10
56.4000-52.3200
T11
52.3200-48.2400
T12
48.2400-44.1600
T13
44.1600-40.0800
T14
40.0800-36.0000
T15
36.0000-34.0000
T16
34.0000-32.0000
T17
32.0000-30.0000
T18
30.0000-28.0000
T19
28.0000-24.0000
T20
24.0000-20.0000
T21
20.0000-16.0000
T22
16.0000-12.0000
T23
12.0000-8.0000
T24
8.0000-0.0000
Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
kg 53.38 59.71 71.66 59.71 138.51 166.22 138.51 135.46 162.55 135.46 134.16 161.00 134.16 175.76 210.91 175.76 173.41 208.09 173.41 90.38 108.46 90.38 96.67 116.01 96.67 101.85 122.22 101.85 106.47 127.77 106.47 220.22 264.26 220.22 228.23 272.77 228.23 231.66 272.01 231.66 235.77 274.63 235.77 227.71 262.31 227.71 454.08 511.19 454.08
kg 53.38 0.00 50.67 59.71 0.00 117.53 138.51 0.00 114.94 135.46 0.00 113.84 134.16 0.00 149.13 175.76 0.00 147.15 173.41 0.00 76.69 90.38 0.00 82.03 96.67 0.00 86.42 101.85 0.00 90.35 106.47 0.00 186.86 220.22 0.00 192.88 228.23 0.00 192.34 231.66 0.00 194.19 235.77 0.00 185.48 227.71 0.00 361.46 454.08
kg
kg-m
kg-m -3155 0 -2903 -3422 0 -6389 -7530 0 -5779 -6811 0 -5259 -6198 0 -6282 -7403 0 -5597 -6597 0 -2684 -3163 0 -2707 -3190 0 -2679 -3157 0 -2620 -3088 0 -4858 -5726 0 -4243 -5021 0 -3462 -4170 0 -2719 -3301 0 -1855 -2277 0 -1446 -1816
0.00 -59.71 -50.67 0.00 -138.51 -117.53 0.00 -135.46 -114.94 0.00 -134.16 -113.84 0.00 -175.76 -149.13 0.00 -173.41 -147.15 0.00 -90.38 -76.69 0.00 -96.67 -82.03 0.00 -101.85 -86.42 0.00 -106.47 -90.35 0.00 -220.22 -186.86 0.00 -228.23 -192.88 0.00 -231.66 -192.34 0.00 -235.77 -194.19 0.00 -227.71 -185.48 0.00 -454.08 -361.46 0.00
12 -3407 -2888 15 -7492 -6351 38 -6773 -5742 38 -6159 -5220 39 -7361 -6240 41 -6552 -5553 44 -3140 -2660 24 -3163 -2679 28 -3126 -2648 31 -3053 -2585 35 -5644 -4777 82 -4924 -4146 97 -4058 -3350 112 -3165 -2583 136 -2125 -1703 152 -1463 -1093 353
Mast Totals - Service Wind Azimuth ° 0 45
Vx
Vz
OTMx
OTMz
Torque
kg
kg -3641.20 -3047.22
kg-m -130844 -110470
kg-m
kg-m
0.00 3047.22
33 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
0 -111835
0 878
14:21:13 10/10/13 Designed by
Ing. C. Londoño M. Torque kg-m 13 0 14 17 0 36 43 0 36 42 0 36 43 0 28 33 0 29 35 0 15 18 0 18 21 0 20 24 0 23 27 0 54 64 0 63 75 0 70 84 0 79 96 0 81 99 0 194 243
Project
kg 3641.20
kg
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
OTMx
OTMz
kg-m 0.00
1366
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000
Weight
kg-m -132209
kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
Offsetx
Offsetz
m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828
m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828
Designed by
Ing. C. Londoño M.
Torque kg-m 1059
Discrete Appurtenance Pressures - No Ice Description
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Vz
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Vx
34 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth ° 90
Page
Job
RISATower
z m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000
Kz 1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748 1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828
qz kPa 1.23 1.23 1.23 1.22 1.22 1.22 1.21 1.21 1.21 1.21 1.21 1.21 1.20 1.20 1.19 1.19 1.19 1.19 1.19 1.18 1.18 1.18 1.17 1.17 1.17 1.16 1.16 1.16 1.16 1.16 1.15 1.15 1.07 1.10 1.05 1.05 1.03 1.03 1.02 1.02 1.00 1.00 1.26 1.26 1.25 1.25 1.25 1.25 1.25 1.25
GH = 1.092
CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
35 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° Sum Weight:
Weight kg 812.00
Offsetx
Offsetz
z
m
m
m
Kz
qz kPa
CAAC Front m2
Ing. C. Londoño M.
CAAC Side m2
Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.33 27.34
Vz
kg 6.83 4.83 0.00
OTMx
kg 0.00 19.33 27.34
OTMz
kg-m -6.83 -4.83 0.00
Torque
kg-m -540 -382 0
kg-m 9 -1518 -2151
-4 -3 0
2 ANT TV 0.20x0.80m - Elevation 79 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.34 19.33 0.00
Vz
kg 0.00 4.83 6.83
OTMx
kg 0.00 4.83 6.83
OTMz
kg-m -27.34 -19.33 0.00
Torque
kg-m -2169 -1536 -9
kg-m 0 -382 -540
0 -3 -4
2 ANT TV 0.20x0.80m - Elevation 79 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.33 27.34
Vz
kg 6.83 4.83 0.00
OTMx
kg 0.00 19.33 27.34
OTMz
kg-m -6.83 -4.83 0.00
Torque
kg-m -540 -382 0
kg-m -9 -1536 -2169
4 3 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.19 27.14
Vz
kg 6.78 4.80 0.00
OTMx
kg 0.00 19.19 27.14
OTMz
kg-m -6.78 -4.80 0.00
Torque
kg-m -522 -369 0
kg-m 17 -1461 -2073
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.14 19.19 0.00
Vz
kg 0.00 4.80 6.78
OTMx
kg 0.00 4.80 6.78
OTMz
kg-m -27.14 -19.19 0.00
Torque
kg-m -2106 -1494 -17
kg-m 0 -369 -522
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 77 - From Face C
Wind Azimuth °
Fa
Fs
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg
kg
kg-m
kg-m
kg-m
Page
Job
RISATower
36 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 77 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.19 27.14
Vz
kg 6.78 4.80 0.00
OTMx
kg 0.00 19.19 27.14
OTMz
kg-m -6.78 -4.80 0.00
Torque
kg-m -522 -369 0
kg-m -17 -1494 -2106
7 5 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.08 26.99
Vz
kg 6.75 4.77 0.00
OTMx
kg 0.00 19.08 26.99
OTMz
kg-m -6.75 -4.77 0.00
Torque
kg-m -509 -360 0
kg-m 17 -1424 -2021
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.99 19.08 0.00
Vz
kg 0.00 4.77 6.75
OTMx
kg 0.00 4.77 6.75
OTMz
kg-m -26.99 -19.08 0.00
Torque
kg-m -2054 -1458 -17
kg-m 0 -360 -509
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.08 26.99
Vz
kg 6.75 4.77 0.00
OTMx
kg 0.00 19.08 26.99
OTMz
kg-m -6.75 -4.77 0.00
Torque
kg-m -509 -360 0
kg-m -17 -1458 -2054
7 5 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.97 26.83
Vz
kg 6.71 4.74 0.00
OTMx
kg 0.00 18.97 26.83
OTMz
kg-m -6.71 -4.74 0.00
Torque
kg-m -496 -351 0
kg-m 17 -1387 -1969
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.83 18.97 0.00
Vz
kg 0.00 4.74 6.71
OTMx
kg 0.00 4.74 6.71
OTMz
kg-m -26.83 -18.97 0.00
Torque
kg-m -2002 -1421 -17
kg-m 0 -351 -496
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 74 - From Face C
Wind Azimuth °
Fa
Fs
kg 0
Vx
kg 0.00
Vz
kg 6.71
OTMx
kg 0.00
OTMz
kg-m -6.71
Torque
kg-m -496
kg-m -17
7
Page
Job
RISATower
37 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 74 - From Face C
Wind Azimuth ° 45 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 18.97 26.83
Vz
kg 4.74 0.00
OTMx
kg 18.97 26.83
OTMz
kg-m -4.74 0.00
Torque
kg-m -351 0
kg-m -1421 -2002
5 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 18.90 26.73
Vz
kg 6.68 4.72 0.00
OTMx
kg 0.00 18.90 26.73
OTMz
kg-m -6.68 -4.72 0.00
Torque
kg-m -488 -345 0
kg-m 17 -1363 -1934
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.73 18.90 0.00
Vz
kg 0.00 4.72 6.68
OTMx
kg 0.00 4.72 6.68
OTMz
kg-m -26.73 -18.90 0.00
Torque
kg-m -1968 -1396 -17
kg-m 0 -345 -488
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 71 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.75 26.52
Vz
kg 6.63 4.69 0.00
OTMx
kg 0.00 18.75 26.52
OTMz
kg-m -6.63 -4.69 0.00
Torque
kg-m -471 -333 0
kg-m 17 -1314 -1866
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 71 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.52 18.75 0.00
Vz
kg 0.00 4.69 6.63
OTMx
kg 0.00 4.69 6.63
OTMz
kg-m -26.52 -18.75 0.00
Torque
kg-m -1899 -1348 -17
kg-m 0 -333 -471
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 70 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.67 26.41
Vz
kg 6.60 4.67 0.00
OTMx
kg 0.00 18.67 26.41
OTMz
kg-m -6.60 -4.67 0.00
Torque
kg-m -462 -327 0
kg-m 17 -1290 -1832
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 70 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 26.41 18.67
Vz
kg 0.00 4.67
OTMx
kg 0.00 4.67
OTMz
kg-m -26.41 -18.67
Torque
kg-m -1865 -1324
kg-m 0 -327
0 -5
Page
Job
RISATower
38 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 70 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.60
OTMx
kg 6.60
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -462
-7
2 ANT TV 0.20x0.80m - Elevation 70 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 18.67 26.41
Vz
kg 6.60 4.67 0.00
OTMx
kg 0.00 18.67 26.41
OTMz
kg-m -6.60 -4.67 0.00
Torque
kg-m -462 -327 0
kg-m -17 -1324 -1865
7 5 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.52 26.19
Vz
kg 6.55 4.63 0.00
OTMx
kg 0.00 18.52 26.19
OTMz
kg-m -6.55 -4.63 0.00
Torque
kg-m -445 -315 0
kg-m 17 -1243 -1764
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.19 18.52 0.00
Vz
kg 0.00 4.63 6.55
OTMx
kg 0.00 4.63 6.55
OTMz
kg-m -26.19 -18.52 0.00
Torque
kg-m -1798 -1276 -17
kg-m 0 -315 -445
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 68 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.52 26.19
Vz
kg 6.55 4.63 0.00
OTMx
kg 0.00 18.52 26.19
OTMz
kg-m -6.55 -4.63 0.00
Torque
kg-m -445 -315 0
kg-m -17 -1276 -1798
7 5 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.40 26.03
Vz
kg 6.51 4.60 0.00
OTMx
kg 0.00 18.40 26.03
OTMz
kg-m -6.51 -4.60 0.00
Torque
kg-m -433 -306 0
kg-m 17 -1207 -1714
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 26.03 18.40
Vz
kg 0.00 4.60
OTMx
kg 0.00 4.60
OTMz
kg-m -26.03 -18.40
Torque
kg-m -1747 -1241
kg-m 0 -306
0 -5
Page
Job
RISATower
39 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.51
OTMx
kg 6.51
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -433
-7
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 18.40 26.03
Vz
kg 6.51 4.60 0.00
OTMx
kg 0.00 18.40 26.03
OTMz
kg-m -6.51 -4.60 0.00
Torque
kg-m -433 -306 0
kg-m -17 -1241 -1747
7 5 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.28 25.86
Vz
kg 6.46 4.57 0.00
OTMx
kg 0.00 18.28 25.86
OTMz
kg-m -6.46 -4.57 0.00
Torque
kg-m -420 -297 0
kg-m 17 -1172 -1664
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.86 18.28 0.00
Vz
kg 0.00 4.57 6.46
OTMx
kg 0.00 4.57 6.46
OTMz
kg-m -25.86 -18.28 0.00
Torque
kg-m -1697 -1205 -17
kg-m 0 -297 -420
0 -5 -7
2 ANT TV 0.20x0.80m - Elevation 65 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.28 25.86
Vz
kg 6.46 4.57 0.00
OTMx
kg 0.00 18.28 25.86
OTMz
kg-m -6.46 -4.57 0.00
Torque
kg-m -420 -297 0
kg-m -17 -1205 -1697
7 5 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.20 25.74
Vz
kg 6.44 4.55 0.00
OTMx
kg 0.00 18.20 25.74
OTMz
kg-m -6.44 -4.55 0.00
Torque
kg-m -412 -291 0
kg-m 17 -1148 -1631
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 25.74 18.20
Vz
kg 0.00 4.55
OTMx
kg 0.00 4.55
OTMz
kg-m -25.74 -18.20
Torque
kg-m -1664 -1182
kg-m 0 -291
0 -5
Page
Job
RISATower
40 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 64 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.44
OTMx
kg 6.44
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -412
-7
2 ANT TV 0.20x0.80m - Elevation 62 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 18.04 25.51
Vz
kg 6.38 4.51 0.00
OTMx
kg 0.00 18.04 25.51
OTMz
kg-m -6.38 -4.51 0.00
Torque
kg-m -395 -280 0
kg-m 17 -1102 -1565
-7 -5 0
2 ANT TV 0.20x0.80m - Elevation 62 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.51 18.04 0.00
Vz
kg 0.00 4.51 6.38
OTMx
kg 0.00 4.51 6.38
OTMz
kg-m -25.51 -18.04 0.00
Torque
kg-m -1598 -1135 -17
kg-m 0 -280 -395
0 -5 -7
2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 25.15 35.57 25.15
Vz
kg 8.38 0.00 8.38
OTMx
kg 11.86 25.15 23.71
OTMz
kg-m -23.71 -25.15 -11.86
Torque
kg-m -1101 -1170 -531
kg-m -531 -1170 -1101
-15 0 15
2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 26.01 36.78 26.01
Vz
kg 8.67 0.00 8.67
OTMx
kg 12.26 26.01 24.52
OTMz
kg-m -24.52 -26.01 -12.26
Torque
kg-m -1287 -1367 -624
kg-m -624 -1367 -1287
-15 0 15
2 ANT TV 0.25x0.90m - Elevation 45 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.75 27.93
Vz
kg 6.98 4.94 0.00
OTMx
kg 0.00 19.75 27.93
OTMz
kg-m -6.98 -4.94 0.00
Torque
kg-m -314 -222 0
kg-m 28 -861 -1229
-10 -7 0
2 ANT TV 0.25x0.90m - Elevation 45 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 27.93 19.75
Vz
kg 0.00 4.94
OTMx
kg 0.00 4.94
OTMz
kg-m -27.93 -19.75
Torque
kg-m -1239 -871
kg-m 0 -222
0 4
Page
Job
RISATower
41 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.25x0.90m - Elevation 45 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.98
OTMx
kg 6.98
OTMz
kg-m 0.00
Torque
kg-m 18
kg-m -314
6
2 ANT TV 0.25x0.90m - Elevation 42 - From Face A
Fs
kg
0 45 90
Vx
kg 0.00 19.37 27.39
Vz
kg 6.85 4.84 0.00
OTMx
kg 0.00 19.37 27.39
OTMz
kg-m -6.85 -4.84 0.00
Torque
kg-m -288 -203 0
kg-m 28 -785 -1122
-10 -7 0
2 ANT TV 0.25x0.90m - Elevation 42 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.39 19.37 0.00
Vz
kg 0.00 4.84 6.85
OTMx
kg 0.00 4.84 6.85
OTMz
kg-m -27.39 -19.37 0.00
Torque
kg-m -1132 -795 18
kg-m 0 -203 -288
0 4 6
2 ANT TV 0.25x0.90m - Elevation 41 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 19.23 27.20
Vz
kg 6.80 4.81 0.00
OTMx
kg 0.00 19.23 27.20
OTMz
kg-m -6.80 -4.81 0.00
Torque
kg-m -279 -197 0
kg-m 28 -761 -1087
-10 -7 0
2 ANT TV 0.25x0.90m - Elevation 41 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 27.20 19.23 0.00
Vz
kg 0.00 4.81 6.80
OTMx
kg 0.00 4.81 6.80
OTMz
kg-m -27.20 -19.23 0.00
Torque
kg-m -1097 -771 18
kg-m 0 -197 -279
0 4 6
2 ANT TV 0.25x0.90m - Elevation 39 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 18.96 26.81
Vz
kg 6.70 4.74 0.00
OTMx
kg 0.00 18.96 26.81
OTMz
kg-m -6.70 -4.74 0.00
Torque
kg-m -261 -185 0
kg-m 28 -711 -1018
-9 -7 0
2 ANT TV 0.25x0.90m - Elevation 39 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 26.81 18.96
Vz
kg 0.00 4.74
OTMx
kg 0.00 4.74
OTMz
kg-m -26.81 -18.96
Torque
kg-m -1028 -721
kg-m 0 -185
0 4
Page
Job
RISATower
42 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.25x0.90m - Elevation 39 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 6.70
OTMx
kg 6.70
OTMz
kg-m 0.00
Torque
kg-m 18
kg-m -261
6
AT15-250 - Elevation 86 - From Leg C
Fs
kg
0 45 90
Vx
kg 47.04 0.00 47.04
Vz
kg 25.75 36.41 25.75
OTMx
kg -15.06 25.75 51.47
OTMz
kg-m -51.47 -25.75 15.06
Torque
kg-m -4420 -2208 1301
kg-m 1289 -2220 -4432
21 30 21
AT15-250 - Elevation 86 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 47.04 66.52 47.04
Vz
kg 25.75 0.00 25.75
OTMx
kg 15.06 47.04 51.47
OTMz
kg-m -51.47 -47.04 -15.06
Torque
kg-m -4420 -4039 -1289
kg-m -1289 -4039 -4420
-21 0 21
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.88 0.00 46.88
Vz
kg 25.66 36.29 25.66
OTMx
kg -15.00 25.66 51.30
OTMz
kg-m -51.30 -25.66 15.00
Torque
kg-m -4354 -2175 1281
kg-m 1270 -2187 -4366
21 30 21
AT15-250 - Elevation 85 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.88 66.30 46.88
Vz
kg 25.66 0.00 25.66
OTMx
kg 15.00 46.88 51.30
OTMz
kg-m -51.30 -46.88 -15.00
Torque
kg-m -4354 -3979 -1270
kg-m -1270 -3979 -4354
-21 0 21
AT15-250 - Elevation 84 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.72 0.00 46.72
Vz
kg 25.57 36.17 25.57
OTMx
kg -14.95 25.57 51.12
OTMz
kg-m -51.12 -25.57 14.95
Torque
kg-m -4288 -2142 1262
kg-m 1250 -2154 -4300
21 30 21
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 46.72 66.08
Vz
kg 25.57 0.00
OTMx
kg 14.95 46.72
OTMz
kg-m -51.12 -46.72
Torque
kg-m -4288 -3919
kg-m -1250 -3919
-21 0
Page
Job
RISATower
43 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 46.72
Vz
kg 25.57
OTMx
kg
OTMz
kg-m
51.12
-14.95
Torque
kg-m -1250
kg-m -4288
21
AT15-250 - Elevation 83 - From Leg C
Fs
kg
0 45 90
Vx
kg 46.56 0.00 46.56
Vz
kg 25.49 36.04 25.49
OTMx
kg
OTMz
kg-m
-14.90 25.49 50.95
-50.95 -25.49 14.90
Torque
kg-m -4223 -2110 1243
kg-m 1231 -2121 -4235
21 30 21
AT15-250 - Elevation 83 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.56 65.85 46.56
Vz
kg 25.49 0.00 25.49
OTMx
kg
OTMz
kg-m
14.90 46.56 50.95
-50.95 -46.56 -14.90
Torque
kg-m -4223 -3859 -1231
kg-m -1231 -3859 -4223
-21 0 21
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1044.36 -755.52 -24.12
kg-m
kg-m
kg-m
24.12 868.37 1203.94
-74590 -53613 -1231
-977 -61481 -85821
-96 34 144
Discrete Appurtenance Pressures - Service Description
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m
Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000
Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00
Offsetx
Offsetz
m -0.5500 0.0000 0.5500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000
m 0.0000 -0.5500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500
z m 79.0000 79.0000 79.0000 77.0000 77.0000 77.0000 75.5000 75.5000 75.5000 74.0000 74.0000 74.0000 73.0000 73.0000 71.0000 71.0000
Kz 1.802 1.802 1.802 1.789 1.789 1.789 1.779 1.779 1.779 1.769 1.769 1.769 1.762 1.762 1.748 1.748
qz kPa 0.31 0.31 0.31 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30
GH = 1.092
CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000
CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
44 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 90.0000 270.0000 0.0000 270.0000 0.0000 225.0000 225.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:
Weight kg 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 30.00 30.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 812.00
Offsetx
Offsetz
z
m -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 1.0500 -1.0500 0.0000 -1.0500 0.0000 -1.2536 -1.2536 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 -1.4000 0.0000 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828 0.5828 -0.5828
m 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 0.0000 -1.0500 0.0000 -1.0500 1.2536 1.2536 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.0000 0.9000 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828 0.5828
m 70.0000 70.0000 70.0000 68.0000 68.0000 68.0000 66.5000 66.5000 66.5000 65.0000 65.0000 65.0000 64.0000 64.0000 62.0000 62.0000 48.0000 54.0000 45.0000 45.0000 42.0000 42.0000 41.0000 41.0000 39.0000 39.0000 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000
Kz
qz
1.741 1.741 1.741 1.726 1.726 1.726 1.715 1.715 1.715 1.704 1.704 1.704 1.697 1.697 1.681 1.681 1.563 1.616 1.534 1.534 1.504 1.504 1.494 1.494 1.473 1.473 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828
kPa 0.30 0.30 0.30 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.27 0.28 0.26 0.26 0.26 0.26 0.25 0.25 0.25 0.25 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31
CAAC Front m2 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.2000 0.3000 0.3000 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.2400 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.0500 0.1000 0.1000 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.0600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service 2 ANT TV 0.20x0.80m - Elevation 79 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.83 6.83
Vz
kg 1.71 1.21 0.00
OTMx
kg 0.00 4.83 6.83
OTMz
kg-m -1.71 -1.21 0.00
Torque
kg-m -135 -95 0
kg-m 9 -373 -531
-1 -1 0
2 ANT TV 0.20x0.80m - Elevation 79 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 6.83 4.83 0.00
Vz
kg 0.00 1.21 1.71
OTMx
kg 0.00 1.21 1.71
OTMz
kg-m -6.83 -4.83 0.00
Torque
kg-m -549 -391 -9
kg-m 0 -95 -135
0 -1 -1
Page
Job
RISATower
45 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 79 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.83 6.83
Vz
kg 1.71 1.21 0.00
OTMx
kg 0.00 4.83 6.83
OTMz
kg-m -1.71 -1.21 0.00
Torque
kg-m -135 -95 0
kg-m -9 -391 -549
1 1 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.80 6.78
Vz
kg 1.70 1.20 0.00
OTMx
kg 0.00 4.80 6.78
OTMz
kg-m -1.70 -1.20 0.00
Torque
kg-m -131 -92 0
kg-m 17 -353 -506
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 77 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.78 4.80 0.00
Vz
kg 0.00 1.20 1.70
OTMx
kg 0.00 1.20 1.70
OTMz
kg-m -6.78 -4.80 0.00
Torque
kg-m -539 -386 -17
kg-m 0 -92 -131
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 77 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.80 6.78
Vz
kg 1.70 1.20 0.00
OTMx
kg 0.00 4.80 6.78
OTMz
kg-m -1.70 -1.20 0.00
Torque
kg-m -131 -92 0
kg-m -17 -386 -539
2 1 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.77 6.75
Vz
kg 1.69 1.19 0.00
OTMx
kg 0.00 4.77 6.75
OTMz
kg-m -1.69 -1.19 0.00
Torque
kg-m -127 -90 0
kg-m 17 -343 -493
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 6.75 4.77 0.00
Vz
kg 0.00 1.19 1.69
OTMx
kg 0.00 1.19 1.69
OTMz
kg-m -6.75 -4.77 0.00
2 ANT TV 0.20x0.80m - Elevation 75.5 - From Face C
Torque
kg-m -526 -377 -17
kg-m 0 -90 -127
0 -1 -2
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Fa
46 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 0.00 4.77 6.75
Vz
kg 1.69 1.19 0.00
OTMx
kg 0.00 4.77 6.75
OTMz
kg-m -1.69 -1.19 0.00
Designed by
Ing. C. Londoño M. Torque
kg-m -127 -90 0
14:21:13 10/10/13
kg-m -17 -377 -526
2 1 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.74 6.71
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.74 6.71
OTMz
kg-m -1.68 -1.19 0.00
Torque
kg-m -124 -88 0
kg-m 17 -334 -480
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 74 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.71 4.74 0.00
Vz
kg 0.00 1.19 1.68
OTMx
kg 0.00 1.19 1.68
OTMz
kg-m -6.71 -4.74 0.00
Torque
kg-m -513 -368 -17
kg-m 0 -88 -124
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 74 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.74 6.71
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.74 6.71
OTMz
kg-m -1.68 -1.19 0.00
Torque
kg-m -124 -88 0
kg-m -17 -368 -513
2 1 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.72 6.68
Vz
kg 1.67 1.18 0.00
OTMx
kg 0.00 4.72 6.68
OTMz
kg-m -1.67 -1.18 0.00
Torque
kg-m -122 -86 0
kg-m 17 -328 -471
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 73 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.68 4.72 0.00
Vz
kg 0.00 1.18 1.67
OTMx
kg 0.00 1.18 1.67
OTMz
kg-m -6.68 -4.72 0.00
Torque
kg-m -505 -362 -17
kg-m 0 -86 -122
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 71 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 4.69
Vz
kg 1.66 1.17
OTMx
kg 0.00 4.69
OTMz
kg-m -1.66 -1.17
Torque
kg-m -118 -83
kg-m 17 -316
-2 -1
Page
Job
RISATower
47 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 71 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.63
Vz
kg 0.00
OTMx
kg 6.63
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -454
0
2 ANT TV 0.20x0.80m - Elevation 71 - From Face B
Fs
kg
0 45 90
Vx
kg 6.63 4.69 0.00
Vz
kg 0.00 1.17 1.66
OTMx
kg 0.00 1.17 1.66
OTMz
kg-m -6.63 -4.69 0.00
Torque
kg-m -487 -350 -17
kg-m 0 -83 -118
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 70 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.67 6.60
Vz
kg 1.65 1.17 0.00
OTMx
kg 0.00 4.67 6.60
OTMz
kg-m -1.65 -1.17 0.00
Torque
kg-m -116 -82 0
kg-m 17 -310 -445
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 70 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.60 4.67 0.00
Vz
kg 0.00 1.17 1.65
OTMx
kg 0.00 1.17 1.65
OTMz
kg-m -6.60 -4.67 0.00
Torque
kg-m -479 -344 -17
kg-m 0 -82 -116
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 70 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.67 6.60
Vz
kg 1.65 1.17 0.00
OTMx
kg 0.00 4.67 6.60
OTMz
kg-m -1.65 -1.17 0.00
Torque
kg-m -116 -82 0
kg-m -17 -344 -479
2 1 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.63 6.55
Vz
kg 1.64 1.16 0.00
OTMx
kg 0.00 4.63 6.55
OTMz
kg-m -1.64 -1.16 0.00
Torque
kg-m -111 -79 0
kg-m 17 -298 -428
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 68 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.55 4.63
Vz
kg 0.00 1.16
OTMx
kg 0.00 1.16
OTMz
kg-m -6.55 -4.63
Torque
kg-m -462 -332
kg-m 0 -79
0 -1
Page
Job
RISATower
48 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 68 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 1.64
OTMx
kg 1.64
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -111
-2
2 ANT TV 0.20x0.80m - Elevation 68 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 4.63 6.55
Vz
kg 1.64 1.16 0.00
OTMx
kg 0.00 4.63 6.55
OTMz
kg-m -1.64 -1.16 0.00
Torque
kg-m -111 -79 0
kg-m -17 -332 -462
2 1 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.60 6.51
Vz
kg 1.63 1.15 0.00
OTMx
kg 0.00 4.60 6.51
OTMz
kg-m -1.63 -1.15 0.00
Torque
kg-m -108 -76 0
kg-m 17 -289 -416
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.51 4.60 0.00
Vz
kg 0.00 1.15 1.63
OTMx
kg 0.00 1.15 1.63
OTMz
kg-m -6.51 -4.60 0.00
Torque
kg-m -449 -323 -17
kg-m 0 -76 -108
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 66.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.60 6.51
Vz
kg 1.63 1.15 0.00
OTMx
kg 0.00 4.60 6.51
OTMz
kg-m -1.63 -1.15 0.00
Torque
kg-m -108 -76 0
kg-m -17 -323 -449
2 1 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.57 6.46
Vz
kg 1.62 1.14 0.00
OTMx
kg 0.00 4.57 6.46
OTMz
kg-m -1.62 -1.14 0.00
Torque
kg-m -105 -74 0
kg-m 17 -280 -403
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 65 - From Face B
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.46 4.57
Vz
kg 0.00 1.14
OTMx
kg 0.00 1.14
OTMz
kg-m -6.46 -4.57
Torque
kg-m -437 -314
kg-m 0 -74
0 -1
Page
Job
RISATower
49 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.20x0.80m - Elevation 65 - From Face B
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 1.62
OTMx
kg 1.62
OTMz
kg-m 0.00
Torque
kg-m -17
kg-m -105
-2
2 ANT TV 0.20x0.80m - Elevation 65 - From Face C
Fs
kg
0 45 90
Vx
kg 0.00 4.57 6.46
Vz
kg 1.62 1.14 0.00
OTMx
kg 0.00 4.57 6.46
OTMz
kg-m -1.62 -1.14 0.00
Torque
kg-m -105 -74 0
kg-m -17 -314 -437
2 1 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.55 6.44
Vz
kg 1.61 1.14 0.00
OTMx
kg 0.00 4.55 6.44
OTMz
kg-m -1.61 -1.14 0.00
Torque
kg-m -103 -73 0
kg-m 17 -274 -395
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 64 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.44 4.55 0.00
Vz
kg 0.00 1.14 1.61
OTMx
kg 0.00 1.14 1.61
OTMz
kg-m -6.44 -4.55 0.00
Torque
kg-m -429 -308 -17
kg-m 0 -73 -103
0 -1 -2
2 ANT TV 0.20x0.80m - Elevation 62 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.51 6.38
Vz
kg 1.59 1.13 0.00
OTMx
kg 0.00 4.51 6.38
OTMz
kg-m -1.59 -1.13 0.00
Torque
kg-m -99 -70 0
kg-m 17 -263 -379
-2 -1 0
2 ANT TV 0.20x0.80m - Elevation 62 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.38 4.51 0.00
Vz
kg 0.00 1.13 1.59
OTMx
kg 0.00 1.13 1.59
OTMz
kg-m -6.38 -4.51 0.00
Torque
kg-m -412 -296 -17
kg-m 0 -70 -99
0 -1 -2
2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 6.29 8.89
Vz
kg 2.10 0.00
OTMx
kg 2.96 6.29
OTMz
kg-m -5.93 -6.29
Torque
kg-m -247 -264
kg-m -105 -264
-4 0
Page
Job
RISATower
50 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.50m - Elevation 48 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.29
Vz
kg 2.10
OTMx
kg 5.93
OTMz
kg-m -2.96
Torque
kg-m -105
kg-m -247
4
2 ANT TV 0.30x1.50m - Elevation 54 - From Leg D
Fs
kg
0 45 90
Vx
kg 6.50 9.20 6.50
Vz
kg 2.17 0.00 2.17
OTMx
kg 3.07 6.50 6.13
OTMz
kg-m -6.13 -6.50 -3.07
Torque
kg-m -293 -314 -128
kg-m -128 -314 -293
-4 0 4
2 ANT TV 0.25x0.90m - Elevation 45 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.94 6.98
Vz
kg 1.75 1.23 0.00
OTMx
kg 0.00 4.94 6.98
OTMz
kg-m -1.75 -1.23 0.00
Torque
kg-m -79 -56 0
kg-m 28 -194 -286
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 45 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.98 4.94 0.00
Vz
kg 0.00 1.23 1.75
OTMx
kg 0.00 1.23 1.75
OTMz
kg-m -6.98 -4.94 0.00
Torque
kg-m -296 -204 18
kg-m 0 -56 -79
0 1 2
2 ANT TV 0.25x0.90m - Elevation 42 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.84 6.85
Vz
kg 1.71 1.21 0.00
OTMx
kg 0.00 4.84 6.85
OTMz
kg-m -1.71 -1.21 0.00
Torque
kg-m -72 -51 0
kg-m 28 -175 -260
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 42 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.85 4.84 0.00
Vz
kg 0.00 1.21 1.71
OTMx
kg 0.00 1.21 1.71
OTMz
kg-m -6.85 -4.84 0.00
Torque
kg-m -270 -185 18
kg-m 0 -51 -72
0 1 2
2 ANT TV 0.25x0.90m - Elevation 41 - From Face A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 0.00 4.81
Vz
kg 1.70 1.20
OTMx
kg 0.00 4.81
OTMz
kg-m -1.70 -1.20
Torque
kg-m -70 -49
kg-m 28 -169
-2 -2
Page
Job
RISATower
51 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.25x0.90m - Elevation 41 - From Face A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 6.80
Vz
kg 0.00
OTMx
kg 6.80
OTMz
kg-m 0.00
Torque
kg-m 0
kg-m -251
0
2 ANT TV 0.25x0.90m - Elevation 41 - From Face D
Fs
kg
0 45 90
Vx
kg 6.80 4.81 0.00
Vz
kg 0.00 1.20 1.70
OTMx
kg 0.00 1.20 1.70
OTMz
kg-m -6.80 -4.81 0.00
Torque
kg-m -261 -179 18
kg-m 0 -49 -70
0 1 2
2 ANT TV 0.25x0.90m - Elevation 39 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 4.74 6.70
Vz
kg 1.68 1.19 0.00
OTMx
kg 0.00 4.74 6.70
OTMz
kg-m -1.68 -1.19 0.00
Torque
kg-m -65 -46 0
kg-m 28 -157 -233
-2 -2 0
2 ANT TV 0.25x0.90m - Elevation 39 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.70 4.74 0.00
Vz
kg 0.00 1.19 1.68
OTMx
kg 0.00 1.19 1.68
OTMz
kg-m -6.70 -4.74 0.00
Torque
kg-m -243 -167 18
kg-m 0 -46 -65
0 1 2
AT15-250 - Elevation 86 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.76 0.00 11.76
Vz
kg 6.44 9.10 6.44
OTMx
kg -3.76 6.44 12.87
OTMz
kg-m -12.87 -6.44 3.76
Torque
kg-m -1101 -548 330
kg-m 318 -559 -1112
5 8 5
AT15-250 - Elevation 86 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.76 16.63 11.76
Vz
kg 6.44 0.00 6.44
OTMx
kg 3.76 11.76 12.87
OTMz
kg-m -12.87 -11.76 -3.76
Torque
kg-m -1101 -1005 -318
kg-m -318 -1005 -1101
-5 0 5
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 11.72 0.00
Vz
kg 6.42 9.07
OTMx
kg -3.75 6.42
OTMz
kg-m -12.82 -6.42
Torque
kg-m -1084 -539
kg-m 313 -551
5 7
Page
Job
RISATower
52 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 11.72
Vz
kg 6.42
OTMx
kg 12.82
OTMz
kg-m 3.75
Torque
kg-m 325
kg-m -1096
5
AT15-250 - Elevation 85 - From Leg D
Fs
kg
0 45 90
Vx
kg 11.72 16.58 11.72
Vz
kg 6.42 0.00 6.42
OTMx
kg 3.75 11.72 12.82
OTMz
kg-m -12.82 -11.72 -3.75
Torque
kg-m -1084 -990 -313
kg-m -313 -990 -1084
-5 0 5
AT15-250 - Elevation 84 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.68 0.00 11.68
Vz
kg 6.39 9.04 6.39
OTMx
kg -3.74 6.39 12.78
OTMz
kg-m -12.78 -6.39 3.74
Torque
kg-m -1068 -531 320
kg-m 308 -543 -1079
5 7 5
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.68 16.52 11.68
Vz
kg 6.39 0.00 6.39
OTMx
kg 3.74 11.68 12.78
OTMz
kg-m -12.78 -11.68 -3.74
Torque
kg-m -1068 -975 -308
kg-m -308 -975 -1068
-5 0 5
AT15-250 - Elevation 83 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.64 0.00 11.64
Vz
kg 6.37 9.01 6.37
OTMx
kg -3.73 6.37 12.74
OTMz
kg-m -12.74 -6.37 3.73
Torque
kg-m -1051 -523 315
kg-m 303 -535 -1063
5 7 5
AT15-250 - Elevation 83 - From Leg D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 11.64 16.46 11.64
Vz
kg 6.37 0.00 6.37
OTMx
kg 3.73 11.64 12.74
OTMz
kg-m -12.74 -11.64 -3.73
Torque
kg-m -1051 -960 -303
kg-m -303 -960 -1051
Discrete Appurtenance Totals - Service
-5 0 5
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vx
Vz
OTMx
OTMz
Torque
kg
kg -261.09 -188.88 -6.03
kg-m
kg-m
kg-m
6.03 217.09 300.99
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0 45 90
53 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
-18647 -13403 -308
-53 -15179 -21264
Designed by
Ing. C. Londoño M.
-24 8 36
Dish Pressures - No Ice Elevation m
Dish Description
Aiming Azimuth ° 315.0000 45.0000 Sum Weight:
16.0000 8 FT DISH 16.0000 8 FT DISH
Weight kg
Offsetx m
113.85 113.85 227.70
Offsetz m
-2.7663 2.7663
Kz
-2.7663 -2.7663
AA m2
1.142 1.142
qz kPa
4.6730 4.6730
0.78 0.78
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
8 FT DISH - Elevation 16 - From Leg A FA FS FM Vx kg 673.54 673.54 673.54
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 476.26 673.54
8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx kg 673.54 673.54 673.54
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
kg -673.54 -476.26 0.00
0.00 476.26 673.54
kg -673.54 -476.26 0.00
OTMx
OTMz
kg-m -11092 -7935 -315
kg-m
OTMx
OTMz
kg-m -11092 -7935 -315
kg-m
315 -7305 -10462
-315 -7935 -11092
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1347.07 -952.52 0.00
kg-m
kg-m
kg-m
0.00 952.52 1347.07
-22183 -15870 -630
0 -15240 -21553
0 -2635 -3726
Dish Pressures - Service Elevation m
Dish Description
Aiming Azimuth °
Weight kg
Offsetx m
Offsetz m
Kz
AA m2
qz kPa
Torque kg-m -1863 -2635 -1863
Torque kg-m 1863 0 -1863
54 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation m
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Dish Description
Aiming Azimuth ° 315.0000 45.0000 Sum Weight:
16.0000 8 FT DISH 16.0000 8 FT DISH
Weight kg
Offsetx m
113.85 113.85 227.70
Offsetz m
-2.7663 2.7663
Kz
-2.7663 -2.7663
AA m2
1.142 1.142
Ing. C. Londoño M.
qz kPa
4.6730 4.6730
0.19 0.19
Dish Vectors - Service Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.004260 0.004260 0.004260
8 FT DISH - Elevation 16 - From Leg A FA FS FM Vx
CM
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 119.07 168.38
8 FT DISH - Elevation 16 - From Leg B FA FS FM Vx
CM
0.000000 0.000000 0.000000
kg 168.38 168.38 168.38
Vz
0.000000 0.000000 0.000000
kg 168.38 168.38 168.38
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
kg -168.38 -119.07 0.00
0.00 119.07 168.38
kg -168.38 -119.07 0.00
OTMx
OTMz
kg-m -3009 -2220 -315
kg-m
OTMx
OTMz
kg-m -3009 -2220 -315
kg-m
Torque
315 -1590 -2379
kg-m -466 -659 -466
Torque
-315 -2220 -3009
kg-m 466 0 -466
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
kg
kg -336.77 -238.13 0.00
kg-m
0.00 238.13 336.77
OTMz
Torque
kg-m -6018 -4440 -630
kg-m 0 -3810 -5388
0 -659 -932
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz m 0.0000 0.0000 0.0000
F
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
User Load Totals - No Ice
kg-m 0 0 0
0 0 0
Project
OTMx
kg 0.00 0.00 0.00
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vz
kg
14:21:13 10/10/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0 45 90
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Vx
55 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
OTMz
kg-m
Torque
kg-m
0.00 0.00 0.00
Ing. C. Londoño M.
kg-m
0 0 0
0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx
Offsetz
m 0.0000 0.0000 0.0000
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg
OTMz
kg-m
0.00 0.00 0.00
0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
User Load Totals - Service Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m
kg-m
0 0 0
0 0 0
0 0 0
Force Totals (Does not include forces on guys) Load Case
Leg Weight Bracing Weight Total Member Self-Weight Guy Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Vertical Forces kg 7612.24 8217.34 15829.58 449.74 18503.48
Sum of Forces X kg
Sum of Forces Z kg
Sum of Torques
kg-m
24.12 14009.76 17115.80
-16956.21 -13896.92 -24.12
-96 911 652
6.03 3502.44 4278.95
-4239.05 -3474.23 -6.03
-24 228 163
18503.48
Load Combinations
0 0 0
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Description Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg - Service+Guy Dead+Wind 45 deg - Service+Guy Dead+Wind 90 deg - Service+Guy
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
86 - 81.8
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Diagonal
Horizontal
Top Girt
T2
81.8 - 80
56 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Comb. No. 1 2 3 4 5 6 7
Page
Job
RISATower
Leg
Diagonal
Horizontal
Top Girt
Gov. Load Comb. 3 3 3 3 3 3 2 4 4 3 4 3 4 2 1 3 1 3 4 2 7 3 7 3 3 3 3 3 3 3 3 3 4 3 4 3 3 3 4 3 4 3 3 2 4
Force kg 1874.55 -2031.52 294.76 -142.16 84.55 85.61 526.33 -737.19 36.85 431.11 1.67 -0.07 504.37 -356.76 -0.04 303.73 -1.63 -0.00 47.03 -29.99 4.30 -9.31 -1.63 0.00 2354.33 -2340.61 36.99 98.95 -60.32 -60.37 91.21 -358.50 -94.75 -7.29 2.69 0.58 158.53 -22.32 105.85 105.61 2.29 0.32 372.66 -216.26 330.27
Major Axis Moment kg-m -7 30 -36 -36 12 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -5 -6 -36 -36 11 4 0 0 -1 0 0 0 0 0 0 0 0 0 0 0 0
Minor Axis Moment kg-m -8 30 -35 -37 7 13 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -4 -7 -35 -37 3 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T3
80 - 78.37
Component Type
Leg
Diagonal
Top Girt
T4
78.37 - 73.36
Leg
Diagonal
Top Girt
Mid Girt
T5
73.36 - 70.02
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
57 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 4 3 3 3 3 3 3 4 3 3 4 3 3 3 4 2 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 4 4 4 3 3 3 3 3 3 4 4 1 3
Force kg -158.50 1.61 -0.22 2334.42 -2329.72 -371.09 -2302.45 40.57 -40.12 731.23 -808.44 490.75 -803.96 -3.50 -11.35 570.98 -425.32 54.59 -249.25 2.99 0.00 6516.37 -6088.89 -4484.27 3879.45 39.55 -39.57 1664.61 -1772.46 -529.51 -1087.05 -6.97 -11.06 705.65 -577.53 72.15 -413.18 2.99 0.00 1358.68 -1176.66 95.13 -857.10 2.99 0.00 11043.45 -10193.67 -1271.82 6674.38 -35.98 36.14 2227.93 -2342.02 -739.88 -1946.01 -9.51 -10.30 1620.35 -1426.00 99.53 -1041.14
Major Axis Moment kg-m 0 0 0 -3 -6 -13 -13 -13 -2 0 0 2 -1 2 -1 0 0 -1 0 0 0 8 -9 -14 -3 -13 -2 2 0 5 -2 5 -2 0 0 -1 0 0 0 0 0 -1 0 0 0 10 -10 -17 -6 -14 -3 2 0 8 -5 8 0 0 0 -1 0
Minor Axis Moment kg-m 0 0 0 -3 -6 8 -13 8 12 0 0 0 -11 10 -11 0 0 0 0 0 0 10 -9 2 14 2 13 8 0 8 -11 8 -11 0 0 0 0 0 0 0 0 0 0 0 0 11 -9 16 17 2 14 7 0 7 -10 7 0 0 0 0 0
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T6
70.02 - 65.01
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
58 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Mid Girt
Guy A
Guy B
Guy C
Guy D
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan
Gov. Load Comb. 1 3 4 4 1 3 1 3 3 3 3 4 4 4 3 4 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3
Force kg 2.99 0.00 1900.52 -1691.49 104.43 -1236.71 2.99 0.00 13285.49 -15739.61 -2075.85 7979.69 -46.33 46.01 2843.45 -2873.37 -1774.35 -2741.38 -14.09 -9.14 2365.94 -2240.80 90.18 -1655.47 2.99 0.00 2950.47 -1871.99 325.25 -1237.85 2.99 0.00 4578.19 4629.98 3882.02 2523.11 24.51 -3778.79 2583.91 62.90 1151.29 1203.83 1013.50 649.62 0.00 -950.50 649.62 0.00 4473.43 4525.25 3795.14 2464.59 25.46 -3691.91 2525.39 61.96 6584.74 6636.58 5550.09 3638.77 0.61
Major Axis Moment kg-m 0 0 0 0 -1 0 0 0 9 -11 -21 -7 -19 -6 1 0 13 -9 13 0 0 0 -1 0 0 0 0 0 -1 0 0 0
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 10 -10 20 22 5 18 6 0 6 -9 6 0 0 0 0 0 0 0 0 0 0 0 0 0
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T7
65.01 - 60
Component Type
Leg
Diagonal
Top Girt
Mid Girt
T8
60 - 58.2
Leg
Diagonal
Top Girt
T9
58.2 - 56.4
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
59 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 4 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 4 3 3 3 3 3 3 4 4 3 4 3 3 3 3 3 3 3 4 3 3 3 3 3 4 4 4 3
Force kg -5435.56 3716.65 0.61 9531.81 -23397.37 8913.36 -241.85 90.12 -49.35 1335.71 -2428.39 -800.22 -2423.83 -15.83 -14.53 2316.77 -1399.75 275.51 -917.13 2.99 0.00 1923.68 -1178.06 230.34 -796.11 2.99 0.00 9178.59 -22376.58 9178.59 1805.87 -84.34 -40.54 1219.10 -3259.31 -3254.26 -3254.26 -13.68 83.31 854.21 -447.24 -447.24 836.45 2.97 -0.29 9041.61 -20116.61 -20116.61 -440.43 -44.84 45.96 735.00 -1834.32 -1825.34 -1825.34 -7.32 41.75 1509.84 -860.53 -860.53 1379.59
Major Axis Moment kg-m
Minor Axis Moment kg-m
-12 -55 -91 -2 -91 -2 0 0 14 -13 14 0 0 0 -1 0 0 0 0 0 -1 0 0 0 -91 23 -91 89 -91 89 0 0 12 12 12 0 0 0 -1 0 0 0 -1 33 33 -25 -1 -25 0 0 6 6 6 0 0 0 -1 0
-1 -2 -3 -22 -3 -22 0 0 9 -14 9 0 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -3 -21 -3 -21 0 0 -79 -79 -79 0 0 0 0 0 0 0 -2 -2 -2 -24 -2 -24 0 0 -45 -45 -45 0 0 0 0 0
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T10
56.4 - 52.32
Component Type
Leg
Diagonal
Top Girt
Mid Girt
T11
52.32 - 48.24
Leg
Diagonal
Top Girt
Mid Girt
T12
48.24 - 44.16
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
60 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 4 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3
Force kg 3.92 -0.38 11080.70 -21249.89 -19611.34 -1314.13 58.57 -55.91 1281.38 -1797.31 -242.85 -1447.35 -5.66 -6.89 2275.67 -1109.14 378.77 1940.53 4.89 -0.00 1354.79 -707.36 215.58 1151.53 4.89 -0.00 15553.59 -25653.80 -23312.83 -1710.70 42.08 49.32 1654.31 -2195.73 -482.38 -1972.80 -5.51 -6.38 1597.42 -880.35 242.15 1359.15 4.89 -0.00 1745.52 -1000.12 255.25 1488.99 4.89 -0.00 17841.93 -30301.03 -30301.03 -3031.22 47.88 55.06 2120.48 -2369.65 -1074.64 -2355.87 -5.87
Major Axis Moment kg-m 0 0 -24 19 33 -2 -24 6 0 0 4 1 4 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -17 19 19 0 -17 0 0 0 4 1 4 1 0 0 -2 0 0 0 0 0 -2 0 0 0 -16 23 23 0 19 0 0 0 5 0 5
Minor Axis Moment kg-m 0 0 -3 -2 -2 -24 -3 -22 0 0 -6 9 -6 9 0 0 0 0 0 0 0 0 0 0 0 0 -2 -2 -2 -26 -2 -26 0 0 -4 9 -4 9 0 0 0 0 0 0 0 0 0 0 0 0 -3 -2 -2 -33 -2 -33 0 0 -5 8 -5
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
Mid Girt
Guy A
Guy B
Guy C
Guy D
T13
44.16 - 40.08
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
61 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 4 4 1 3 1 3 4 1 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 4 4 3 3 3 3 3 3 4 4 1 3
Force kg -6.02 1909.55 -1306.41 211.31 1608.36 4.89 -0.00 2252.83 0.00 789.08 2129.89 4.89 -0.00 3073.47 3108.79 2257.15 2137.59 23.54 -2178.74 2167.52 34.45 1158.20 1193.71 869.53 817.84 0.00 -820.10 817.84 0.00 3026.28 3061.60 2223.35 2104.65 23.70 -2144.94 2134.59 34.30 4296.62 4331.97 3135.04 2989.57 0.17 -3051.78 3024.50 0.17 18144.13 -33654.77 -1742.77 -2468.26 -62.56 63.04 1325.13 -2481.50 -1078.15 -2278.80 -6.10 -4.73 2189.86 -1253.48 331.60 1906.28
Major Axis Moment kg-m 0 0 0 -2 0 0 0 0 0 -2 0 0 0
Minor Axis Moment kg-m 8 0 0 0 0 0 0 0 0 0 0 0 0
17 -24 39 -38 -35 -12 0 0 5 0 5 0 0 0 -2 0
20 -23 -36 41 12 36 0 0 -3 6 -3 0 0 0 0 0
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T14
40.08 - 36
Leg
Diagonal
Top Girt
Mid Girt
T15
36 - 34
Leg
Diagonal
Top Girt
T16
34 - 32
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
62 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 4 1 4 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 3 4 3 3 3 3 3 2 4 3 3 3 3 3
Force kg 4.89 -0.00 2273.17 -1179.14 388.82 2009.75 4.89 -0.00 20750.22 -37817.38 -1513.66 -1890.87 -68.20 59.72 1904.47 -3134.35 -1341.80 -2629.05 -6.66 -3.62 2366.06 -1269.95 393.81 536.09 4.89 -0.00 2640.67 -1447.11 431.89 2399.81 4.89 0.00 21164.80 -38038.32 -2108.62 -2108.62 71.38 -68.92 1718.78 -3331.86 -3322.07 -715.15 -9.12 2.01 1056.68 -625.23 1056.68 -521.57 4.87 -0.39 20173.37 -36011.31 -3247.06 -3247.06 54.09 58.87 1082.90 -2329.86 -2314.49 -78.18 -8.71
Major Axis Moment kg-m 0 0 0 0 -2 0 0 0 14 -39 -51 -51 -51 -51 0 0 6 0 6 0 0 0 -2 0 0 0 0 0 -2 0 0 0 20 -19 -59 -59 -59 -59 0 0 8 -6 8 0 0 0 -2 0 0 0 18 -24 -59 -59 45 -24 0 0 7 5 7
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 19 -39 51 51 51 51 0 0 -2 5 -2 0 0 0 0 0 0 0 0 0 0 0 0 0 20 -17 61 61 61 61 0 0 1 -2 1 0 0 0 0 0 0 0 22 -22 61 61 -21 48 0 0 1 -3 1
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
T17
32 - 30
Leg
Diagonal
Top Girt
T18
30 - 28
Leg
Diagonal
Top Girt
T19
28 - 24
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
63 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 4 4 4 3 4 3 3 3 3 3 2 4 3 3 3 3 3 3 4 4 4 3 4 3 3 3 2 4 2 4 4 3 3 3 3 3 4 4 4 3 4 3 3 3 4 4 4 4 4 3 3 4 3 4 4 4 4 3 4 3
Force kg 2.20 2164.29 -1140.26 2164.29 -940.87 7.23 -0.59 19470.03 -34353.67 -4115.70 -4115.70 60.76 65.98 690.25 -1728.44 -1708.51 52.53 -8.25 1.92 1773.00 -871.14 1773.00 -712.21 8.34 -0.64 19162.66 -33360.98 8790.99 9177.36 -79.08 -85.39 515.95 -1421.45 -1397.49 -345.29 -8.09 1.89 1354.60 -617.92 1354.60 -501.08 -9.39 -0.74 18161.20 -30258.33 -19141.16 8407.60 120.89 -130.88 1195.49 -2497.80 727.12 -2149.63 8.61 17.03 1964.29 -960.31 1964.29 -776.21 16.72 -1.32
Major Axis Moment kg-m 0 0 0 -4 0 0 0 21 -14 -43 -43 38 -12 0 0 6 4 6 0 0 0 -5 0 0 0 12 -53 70 -11 70 -11 0 0 6 -1 6 0 0 0 -6 0 0 0 49 -75 -95 -11 -95 -11 0 0 7 3 7 0 0 0 -13 0 0 0
Minor Axis Moment kg-m 0 0 0 0 0 0 0 25 -13 46 46 -10 41 0 0 1 -2 1 0 0 0 0 0 0 0 13 -46 -6 75 -6 75 0 0 1 -2 1 0 0 0 0 1 0 0 57 -63 17 102 17 102 0 0 -3 -39 -3 0 0 0 0 1 0 0
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section No.
Elevation m
Component Type
Condition
T20
24 - 20
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension
Diagonal
Top Girt
T21
20 - 16
Leg
Diagonal
Top Girt
T22
16 - 12
Leg
Diagonal
Top Girt
T23
12 - 8
64 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Leg
Diagonal
Gov. Load Comb. 3 3 4 4 4 4 3 4 3 4 3 4 4 4 4 3 4 3 3 3 4 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 4 4 2 4 3 3 3 4 3 4 4 4 1 3 1 3 3 3 2 4 2 4 3
Force kg 18950.91 -30571.84 -19702.45 8390.04 -121.38 131.22 1060.73 -1802.78 768.57 -1788.01 9.81 11.78 2312.40 -1138.92 2312.40 -914.73 20.17 1.60 20041.97 -31456.80 -20809.55 8471.61 -126.00 -136.11 1127.46 -1629.25 845.15 -1516.77 11.05 10.71 2078.65 -975.85 497.23 -776.99 23.62 -1.87 21708.53 -33242.20 -22086.23 9210.41 143.79 155.60 1447.96 -1794.15 1348.64 -1189.43 12.32 -10.55 1855.24 -917.52 466.97 -724.38 31.78 -2.51 23830.15 -35398.94 9865.33 10067.59 -199.50 -213.96 1342.13
Major Axis Moment kg-m 69 -65 -95 -10 -95 -10 0 0 7 4 7 0 0 0 -19 0 0 0 62 -85 -107 -9 106 -9 0 0 8 6 8 0 0 0 -26 0 0 0 78 -15 -107 -9 106 -9 0 0 10 7 10 0 0 0 -39 0 0 0 15 -262 347 -16 347 -16 0
Minor Axis Moment kg-m 82 -56 17 102 17 102 0 0 -2 -29 -2 0 0 0 0 1 0 0 71 -70 17 116 0 116 0 0 -2 -29 -2 0 0 0 0 2 0 0 93 -15 17 116 0 116 0 0 2 30 2 0 0 0 0 3 0 0 15 -223 9 372 9 372 0
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
8-0
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Top Girt
T24
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
Leg
Diagonal
Top Girt
Gov. Load Comb. 3 3 4 3 4 4 4 1 3 1 3 3 3 2 4 2 4 3 2 3 4 3 4 4 4 1 3 1 3
Force kg -1658.07 1260.03 -1009.50 13.64 -10.63 1653.29 -827.63 436.47 -630.56 35.83 -2.84 25779.27 -38860.01 11129.19 11307.39 281.93 302.73 2690.38 -2268.63 2624.85 -531.03 21.34 15.05 1066.23 -1129.36 398.71 -1024.95 42.01 -3.33
Major Axis Moment kg-m 0 11 9 11 0 0 0 -50 0 0 0 254 0 347 -16 347 -16 0 0 26 18 26 0 0 0 -65 0 0 0
Maximum Reactions Location
Condition
Leg D
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert
Leg C
Leg B
Leg A
65 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
6401.78 6401.78 -29197.56 -29197.56 -29197.56 6401.78 28491.58 -12903.92 -12903.92 -12903.92 28491.58 28491.58 41406.99 6378.53 41406.99 6378.53 41406.99 6378.53 28169.69 28169.69 28169.69 -13126.74
709.67 709.67 -4038.85 -4038.85 -4038.85 709.67 -3747.68 2020.11 2020.11 2020.11 -3747.68 -3747.68 -4461.04 -710.92 -4461.04 -710.92 -4461.04 -710.92 2565.65 2565.65 2565.65 -2041.94
-707.69 -707.69 3995.49 3995.49 3995.49 -707.69 -2570.07 2057.79 2057.79 2057.79 -2570.07 -2570.07 4529.07 712.91 4529.07 712.91 4529.07 712.91 3718.63 3718.63 3718.63 -2072.37
Minor Axis Moment kg-m 0 3 33 3 0 0 0 0 4 0 0 294 0 9 372 9 372 0 0 2 -66 2 0 0 0 0 5 0 0
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Guy D @ 46 m Elev 0 m Azimuth 225 deg
Guy C @ 46 m Elev 0 m Azimuth 135 deg
Guy B @ 46 m Elev 0 m Azimuth 45 deg
Guy A @ 46 m Elev 0 m Azimuth -45 deg
Condition
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Location
66 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vertical kg
Horizontal, X kg
Horizontal, Z kg
Min. H x Min. H z Max. Vert
Gov. Load Comb. 4 4 1
-13126.74 -13126.74 -1758.12
-2041.94 -2041.94 -1030.90
-2072.37 -2072.37 1030.90
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 3 3 1 4
-1758.12 -8487.35 -8487.35 -8487.35 -1758.12 -633.03
-1030.90 -4767.26 -4767.26 -4767.26 -1030.90 283.41
1030.90 4766.16 4766.16 4766.16 1030.90 388.07
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
2 2 2 4 4 3
-5836.84 -5836.84 -5836.84 -633.03 -633.03 -199.16
3227.04 3227.04 3227.04 283.41 283.41 71.07
3363.16 3363.16 3363.16 388.07 388.07 -71.09
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 1 3 1 2
-1770.60 -199.16 -1770.60 -199.16 -1770.60 -645.04
1037.65 71.07 1037.65 71.07 1037.65 -394.83
-1037.66 -71.09 -1037.66 -71.09 -1037.66 -290.20
Max. Hx Max. Hz Min. Vert Min. H x Min. H z
2 2 4 4 4
-645.04 -645.04 -5957.53 -5957.53 -5957.53
-394.83 -394.83 -3428.61 -3428.61 -3428.61
-290.20 -290.20 -3290.93 -3290.93 -3290.93
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy
Vertical
5.48 19.24
-8.07 -11571.15
Overturning Moment, Mx kg-m 265 -308774
32308.22
9553.66
-9552.82
-263835
-265699
901
30695.97
11592.60
-21.50
-348
-312485
643
25704.64
8.53
-2717.13
-64979
-224
-25
25728.11
2220.19
-2222.68
-53844
-54509
227
25712.50
2714.72
-11.11
134
-65783
163
kg 25560.92 30525.01
Shearx
Shearz
kg
kg
Overturning Moment, Mz kg-m -90 -722
Torque kg-m 0 -100
Page
Job
RISATower
67 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg 0.00 24.12 14492.40 17783.71 6.03 3623.10 4445.93
Sum of Applied Forces PY kg -18503.48 -18503.48 -18503.48 -18503.48 -18503.48 -18503.48 -18503.48
PZ kg -0.00 -17624.12 -14379.55 -24.12 -4406.03 -3594.89 -6.03
PX kg -0.00 -24.12 -14491.41 -17885.95 -6.03 -3622.87 -4445.57
Sum of Reactions PY kg 18503.48 17555.60 18503.43 17511.98 18503.48 18503.48 18503.48
PZ kg 0.01 17721.94 14378.57 24.12 4405.70 3594.66 6.03
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes No Yes No Yes Yes Yes
Number of Cycles 12 200 26 200 18 19 18
Displacement Tolerance 0.00000001 0.00679584 0.00009059 0.00673489 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00007139 0.00000000 0.00013816 0.00000000 0.00012910 0.00011953 0.00013743
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
Elevation m 86 - 81.8 81.8 - 80 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0
Horz. Deflection mm 199.42 173.94 163.34 153.84 125.84 108.95 88.07 71.16 65.92 60.89 49.90 39.90 31.26 24.06 18.22 16.03 14.07 12.30 10.70 7.94 5.65 3.79 2.26 1.16
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.3478 0.3411 0.3344 0.3300 0.3010 0.2688 0.2086 0.1771 0.1662 0.1590 0.1458 0.1294 0.1102 0.0906 0.0693 0.0609 0.0541 0.0484 0.0434 0.0353 0.0282 0.0217 0.0154 0.0092
° 0.0427 0.0371 0.0358 0.0351 0.0324 0.0305 0.0270 0.0226 0.0212 0.0204 0.0186 0.0162 0.0133 0.0100 0.0062 0.0049 0.0040 0.0033 0.0026 0.0014 0.0006 0.0003 0.0001 0.0001
% Error 0.000% 3.729% 0.005% 3.884% 0.002% 0.002% 0.002%
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation
68 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Horz. Deflection mm
Gov. Load Comb.
Tilt
Twist
°
°
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 86.0000 85.0000 84.0000 83.0000 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000
AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 FT DISH
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 199.42 193.29 187.19 181.13 163.34 157.50 145.97 137.52 129.28 123.93 113.68 108.86 101.43 99.93 93.79 88.03 84.38 77.49 54.34 39.35 35.40 32.92 27.28 25.57 22.36 3.79
° 0.3478 0.3471 0.3460 0.3444 0.3344 0.3317 0.3247 0.3164 0.3060 0.2980 0.2795 0.2685 0.2480 0.2435 0.2247 0.2085 0.2003 0.1880 0.1514 0.1283 0.1199 0.1141 0.1001 0.0952 0.0849 0.0217
° 0.0427 0.0412 0.0397 0.0384 0.0358 0.0353 0.0344 0.0336 0.0328 0.0322 0.0311 0.0305 0.0294 0.0292 0.0281 0.0270 0.0262 0.0244 0.0194 0.0161 0.0148 0.0140 0.0117 0.0108 0.0090 0.0003
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14
Elevation m 86 - 81.8 81.8 - 80 80 - 78.37 78.37 - 73.36 73.36 - 70.02 70.02 - 65.01 65.01 - 60 60 - 58.2 58.2 - 56.4 56.4 - 52.32 52.32 - 48.24 48.24 - 44.16 44.16 - 40.08 40.08 - 36
Horz. Deflection mm 1079.79 954.82 902.50 855.54 715.78 629.22 515.64 418.04 386.83 356.70 290.68 230.29 177.48 133.17
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 1.7072 1.6794 1.6532 1.6359 1.5267 1.4084 1.1786 1.0392 0.9881 0.9515 0.8789 0.7861 0.6744 0.5516
° 0.1873 0.1548 0.1425 0.1395 0.1290 0.1211 0.1074 0.0899 0.0843 0.0812 0.0740 0.0647 0.0532 0.0399
Radius of Curvature m 31369 31369 23903 15974 29320 22920 13014 10445 8625 7154 4665 4206 4656 4838 5814 6958 7172 7018 22011 11887 11421 11195 12726 13653 11740 55220
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T15 T16 T17 T18 T19 T20 T21 T22 T23 T24
m 36 - 34 34 - 32 32 - 30 30 - 28 28 - 24 24 - 20 20 - 16 16 - 12 12 - 8 8-0
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation
69 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Horz. Deflection mm 97.87 84.96 73.64 63.57 54.66 39.59 27.43 17.86 10.31 5.08
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 0.4125 0.3573 0.3131 0.2766 0.2448 0.1944 0.1520 0.1144 0.0798 0.0466
° 0.0248 0.0197 0.0160 0.0130 0.0105 0.0055 0.0025 0.0011 0.0005 0.0006
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 86.0000 85.0000 84.0000 83.0000 80.0000 79.0000 77.0000 75.5000 74.0000 73.0000 71.0000 70.0000 68.3500 68.0000 66.5000 65.0000 64.0000 62.0000 54.0000 48.0000 46.2000 45.0000 42.0000 41.0000 39.0000 16.0000
AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m Guy 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.20x0.80m 2 ANT TV 0.30x1.50m 2 ANT TV 0.30x1.50m Guy 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 2 ANT TV 0.25x0.90m 8 FT DISH
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 1079.79 1049.81 1019.92 990.18 902.50 873.64 816.50 774.39 733.11 706.11 653.79 628.73 589.27 581.19 547.56 515.43 494.72 455.10 317.37 226.96 202.85 187.66 152.99 142.45 122.79 17.86
° 1.7072 1.7038 1.6992 1.6924 1.6532 1.6425 1.6155 1.5842 1.5453 1.5159 1.4480 1.4076 1.3308 1.3137 1.2416 1.1782 1.1443 1.0905 0.9099 0.7799 0.7317 0.6982 0.6120 0.5814 0.5146 0.1144
° 0.1873 0.1797 0.1721 0.1644 0.1425 0.1401 0.1375 0.1343 0.1306 0.1281 0.1234 0.1211 0.1170 0.1161 0.1119 0.1073 0.1040 0.0970 0.0772 0.0640 0.0591 0.0557 0.0465 0.0432 0.0357 0.0011
Radius of Curvature m 7871 7871 5997 4008 7244 5839 3413 2759 2292 1926 1295 1171 1269 1309 1517 1725 1711 1561 3848 2166 2010 1922 2021 2096 1753 8686
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
70 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
m T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
86
81.8
80
78.37
73.36
70.02
65.01
60
58.2
56.4
52.32
Leg
A394T0
Bolt Size mm
Number Of Bolts
16
6
Maximum Load per Bolt kg 24.93
Allowable Load kg 5536.87
Diagonal
A394T0
16
1
737.20
3699.61
Top Girt
A394T0
16
1
47.03
2774.71
Leg
A394T0
16
6
780.20
5536.87
Diagonal
A394T0
16
1
358.50
3699.61
Top Girt
A394T0
16
1
372.66
2774.71
Leg
A394T0
16
6
778.15
5536.87
Diagonal
A394T0
16
1
731.23
2774.71
Top Girt
A394T0
16
1
570.98
2774.71
Leg
A394T0
16
6
1149.40
5536.87
Diagonal
A394T0
16
1
1664.61
2774.71
Top Girt
A394T0
16
1
705.64
2774.71
Mid Girt
A394T0
16
1
1358.68
2774.71
Leg
A394T0
16
8
2191.93
5536.87
Diagonal
A394T0
16
1
2227.93
2774.71
Top Girt
A394T0
16
1
1620.35
2774.71
Mid Girt
A394T0
16
1
1900.52
2774.71
Leg
A394T0
16
8
3321.37
5536.87
Diagonal
A394T0
16
1
2843.45
2774.71
Top Girt
A394T0
16
2
1182.97
3699.61
Mid Girt
A394T0
16
1
2950.47
2774.71
Leg
A394T0
16
8
4839.47
9979.03
Diagonal
A394T0
16
1
2428.39
3699.61
Top Girt
A394T0
16
2
1158.39
3699.61
Mid Girt
A394T0
16
1
1923.68
2774.71
Leg
A394T0
16
6
7458.88
9979.03
Diagonal
A394T0
16
1
3259.31
3699.61
Top Girt
A394T0
16
1
854.21
2774.71
Leg
A394T0
16
6
6705.55
9979.03
Diagonal
A394T0
16
2
917.16
3699.61
Top Girt
A394T0
16
1
1509.84
2774.71
Leg
A394T0
19
6
6549.69
9979.03
Diagonal
A394T0
16
2
898.66
3699.61
Top Girt
A394T0
16
1
2275.67
2774.71
Mid Girt
A394T0
16
1
1354.79
2774.71
Leg
A394T0
19
6
7783.60
9979.03
Diagonal
A394T0
16
1
1654.31
2774.71
Ratio Load Allowable 0.005 0.199 0.017 0.141 0.097 0.134 0.141 0.264 0.206 0.208 0.600 0.254 0.490 0.396 0.803 0.584 0.685 0.600 1.025 0.320 1.063 0.485 0.656 0.313 0.693 0.747 0.881 0.308 0.672 0.248 0.544 0.656 0.243 0.820 0.488 0.780 0.596
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T13
T14
T15
T16
T17
T18
T19
T20
T21
T22
T23
T24
48.24
44.16
40.08
36
34
32
30
28
24
20
16
12
8
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
Top Girt
A394T0
16
1
Maximum Load per Bolt kg 1597.42
Mid Girt
A394T0
16
1
1745.52
2774.71
Leg
A394T0
19
6
9417.99
9979.03
m
T12
71 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Bolt Size mm
Number Of Bolts
Allowable Load kg 2774.71
Diagonal
A394T0
16
1
2120.48
2774.71
Top Girt
A394T0
16
1
1909.55
2774.71
Mid Girt
A394T0
16
1
2252.84
2774.71
Leg
A394T0
19
6
10601.64
9976.81
Diagonal
A394T0
16
1
2481.50
3699.61
Top Girt
A394T0
16
1
2189.86
2774.71
Leg
A394T0
19
6
11943.54
9976.81
Diagonal
A394T0
16
1
3134.35
3699.61
Top Girt
A394T0
16
1
2366.07
2774.71
Leg
A394T0
19
6
12679.45
9976.81
Diagonal
A394T0
19
2
1665.93
4451.19
Top Girt
A394T0
16
2
528.34
3699.61
Leg
A394T0
19
6
12003.78
9976.81
Diagonal
A394T0
19
2
1164.93
4451.19
Top Girt
A394T0
16
2
1082.14
3699.61
Leg
A394T0
19
6
11451.21
9976.81
Diagonal
A394T0
19
1
1728.44
4451.19
Top Girt
A394T0
16
1
1773.00
2774.71
Leg
A394T0
19
6
11120.32
9976.81
Diagonal
A394T0
19
1
1421.45
4451.19
Top Girt
A394T0
16
1
1354.60
2774.71
Leg
A394T0
19
6
10086.13
9976.81
Diagonal
A394T0
19
1
2497.80
4451.19
Top Girt
A394T0
16
1
1964.29
3699.61
Leg
A394T0
19
6
10190.59
9976.81
Diagonal
A394T0
19
1
1802.79
4451.19
Top Girt
A394T0
16
1
2312.40
3699.61
Leg
A394T0
19
6
10485.61
9976.81
Diagonal
A394T0
19
1
1629.25
4451.19
Top Girt
A394T0
16
1
2078.65
3699.61
Leg
A394T0
19
6
11080.72
9976.81
Diagonal
A394T0
19
1
1447.96
3083.01
Top Girt
A394T0
16
1
1855.23
3699.61
Leg
A394T0
19
6
11799.66
9976.81
Diagonal
A394T0
19
1
1342.13
3083.01
Top Girt
A394T0
16
1
1653.29
3699.61
Leg
A394T0
19
6
12953.33
9979.03
Ratio Load Allowable 0.576 0.629 0.944 0.764 0.688 0.812 1.063 0.671 0.789 1.197 0.847 0.853 1.271 0.374 0.143 1.203 0.262 0.293 1.148 0.388 0.639 1.115 0.319 0.488 1.011 0.561 0.531 1.021 0.405 0.625 1.051 0.366 0.562 1.111 0.470 0.501 1.183 0.435 0.447 1.298
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
72 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Bolt Grade
Diagonal
A394T0
19
1
Maximum Load per Bolt kg 2690.37
Top Girt
A394T0
16
1
1066.23
m
Bolt Size mm
Number Of Bolts
Allowable Load kg
4624.51
4110.68
Ratio Load Allowable 0.654 0.231
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Member Bearing
Guy Design Data Section No. T6
T12
Elevation
Breaking Load kg 12201.66
Actual T kg 4630.00
Allowable Ta kg 7626.02
Required S.F.
13 EHS
Initial Tension kg 1220.16
13 EHS
1220.16
12201.66
1203.83
7626.02
1.600
68.3500 (C) (582) 68.3500 (D) (581) 46.2000 (A) (580) 46.2000 (B) (579)
13 EHS
1220.16
12201.66
4525.25
7626.02
1.600
13 EHS
1220.16
12201.66
6636.56
7626.02
1.600
13 EHS
1220.16
12201.66
3108.79
7626.02
1.600
13 EHS
1220.16
12201.66
1193.71
7626.02
1.600
46.2000 (C) (578) 46.2000 (D) (577)
13 EHS
1220.16
12201.66
3061.60
7626.02
1.600
13 EHS
1220.16
12201.66
4331.97
7626.02
1.600
m 68.3500 (A) (584) 68.3500 (B) (583)
Size
1.600
Actual S.F. 2.635 10.136 2.696 1.839 3.925 10.222 3.985 2.817
Compression Checks
Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 86 - 81.8
L64x64x6
m 4.2000
m 0.6000
T2
81.8 - 80
L64x64x6
1.8344
0.9172
T3
80 - 78.37
L64x64x6
1.6300
T4
78.37 - 73.36
L64x64x6
T5
73.36 - 70.02
L76x76x6
Kl/r
Fa
A mm2 768
Actual P kg -2031.52
Allow. Pa kg 13301.37
Ratio P Pa 0.153
kPa 169904
73.5 K=1.00
139772
768
-2340.61
10942.42
0.214
1.6300
130.7 K=1.00
60273
768
-2329.72
4718.68
0.494
5.0100
1.6700
67.0 K=0.50
148206
768
-6088.89
11602.67
0.525
3.3400
1.6700
55.5
161791
929
-10193.67
15327.21
0.665
48.1 K=1.00
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
73 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=0.50 T6
70.02 - 65.01
L76x76x6
5.0100
1.6700
55.5 K=0.50
161791
929
-15739.61
15327.21
1.027
T7
65.01 - 60
2L76x76x6
5.0100
1.6700
56.0 K=0.50
161212
1858
-23397.39
30544.87
0.766
T8
60 - 58.2
2L76x76x6
1.8169
1.8169
61.0 K=0.50
155484
1858
-22376.58
29459.52
0.760
T9
58.2 - 56.4
2L76x76x6
1.8169
1.8169
61.0 K=0.50
155484
1858
-20116.60
29459.52
0.683
T10
56.4 - 52.32
2L76x76x6
4.0800
2.0400
68.5 K=0.50
146321
1858
-21249.90
27723.26
0.766
T11
52.32 - 48.24
2L76x76x6
4.0800
2.0400
68.5 K=0.50
146321
1858
-25653.78
27723.26
0.925
T12
48.24 - 44.16
2L76x76x6
4.0800
2.0400
68.5 K=0.50
146321
1858
-30301.02
27723.26
1.093
T13
44.16 - 40.08
L102x102x10
4.0800
2.0400
51.0 K=0.50
166854
1845
-33654.75
31394.18
1.072
T14
40.08 - 36
L102x102x10
4.0800
2.0400
51.0 K=0.50
166854
1845
-37817.37
31394.18
1.205
T15
36 - 34
L127x127x10
2.0125
2.0125
40.0 K=0.50
177903
2329
-38038.31
42251.14
0.900
T16
34 - 32
L127x127x10
2.0132
2.0132
40.0 K=0.50
177890
2329
-36011.30
42247.88
0.852
T17
32 - 30
L127x127x10
2.0117
2.0117
80.0 K=1.00
130993
2329
-34353.69
31110.14
1.104
T18
30 - 28
L127x127x10
2.0125
2.0125
80.0 K=1.00
130951
2329
-33360.96
31100.07
1.073
T19
28 - 24
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-30258.34
31100.57
0.973
T20
24 - 20
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-30571.86
31100.57
0.983
T21
20 - 16
L127x127x10
4.0250
4.0250
80.0 K=0.50
130951
2329
-31456.82
31100.07
1.011
T22
16 - 12
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-33242.21
31100.57
1.069
T23
12 - 8
L127x127x10
4.0250
4.0250
80.0 K=0.50
130953
2329
-35398.95
31100.57
1.138
T24
8-0
L127x127x13
8.0500
8.0500
80.6 K=0.25
130254
3065
-38860.00
40703.30
0.955
RISATower I. P. DOLMEN S.A.
74 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
kPa 109037
2
mm 461
Actual P kg -737.20
Allow. Pa kg 5128.91
Ratio P Pa 0.144
T1
m 86 - 81.8
L51x51x5
m 0.8485
m 0.7587
T2
81.8 - 80
L51x51x5
1.1624
1.0763
107.6 K=1.00
82731
461
-358.50
3891.52
0.092
T3
80 - 78.37
L51x51x5
1.9664
0.9265
92.6 K=1.00
95810
461
-808.44
4506.74
0.179
T4
78.37 - 73.36
L51x51x5
1.9997
0.9421
94.1 K=1.00
94498
461
-1772.46
4445.04
0.399
T5
73.36 - 70.02
L51x51x5
1.9997
0.9306
93.0 K=1.00
95465
461
-2342.02
4490.52
0.522
T6
70.02 - 65.01
L51x51x5
1.9997
0.9306
93.0 K=1.00
95465
461
-2873.37
4490.52
0.640
T7
65.01 - 60
L51x51x5
1.9997
0.9306
93.0 K=1.00
95465
461
-2428.39
4490.52
0.541
T8
60 - 58.2
L51x51x5
2.2127
1.1927
119.2 K=1.00
71702
461
-3259.31
3372.74
0.966
T9
58.2 - 56.4
L51x51x5
2.4313
1.2899
128.9 K=1.00
61976
461
-1834.32
2915.25
0.629
T10
56.4 - 52.32
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-1797.31
2858.17
0.629
T11
52.32 - 48.24
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-2195.73
2858.17
0.768
T12
48.24 - 44.16
L51x51x5
2.7206
1.3027
130.2 K=1.00
60763
461
-2369.64
2858.17
0.829
T13
44.16 - 40.08
L51x51x5
2.7206
1.2835
128.3 K=1.00
62593
461
-2481.50
2944.30
0.843
T14
40.08 - 36
L51x51x5
2.7206
1.2835
128.3 K=1.00
62593
461
-3134.35
2944.30
1.065
T15
36 - 34
L64x64x5
2.8037
1.4247
113.3 K=1.00
77365
582
-3331.85
4590.90
0.726
T16
34 - 32
L64x64x5
3.0373
1.5428
122.7 K=1.00
68195
582
-2329.86
4046.74
0.576
T17
32 - 30
L64x64x5
3.2811
1.6574
131.8 K=1.00
59250
582
-1728.44
3515.92
0.492
T18
30 - 28
L64x64x5
3.5333
1.7859
142.0 K=1.00
51030
582
-1421.45
3028.16
0.469
T19
28 - 24
L64x64x5
5.2486
2.7717
140.3 K=1.00
52335
582
-2497.80
3105.62
0.804
T20
24 - 20
L64x64x5
5.6774
2.9729
150.4 K=1.00
45492
582
-1802.79
2699.56
0.668
T21
20 - 16
L64x64x5
6.1419
3.1966
161.8 K=1.00
39347
582
-1629.25
2334.89
0.698
T22
16 - 12
L64x64x5
6.6344
3.4363
173.9 K=1.00
34049
582
-1794.15
2020.51
0.888
T23
12 - 8
L64x64x5
7.1488
3.6890
186.7 K=1.00
29545
582
-1658.07
1753.22
0.946
T24
8-0
L64x64x6
10.5617
5.6708
145.2 K=0.50
48861
768
-2268.63
3825.19
0.593
75.8 K=1.00
RISATower I. P. DOLMEN S.A.
75 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 86 - 81.8
L51x51x5
m 0.6000
m 0.5365
T2
81.8 - 80
L51x51x5
0.8500
0.7865
Kl/r
53.6 K=1.00 78.6 K=1.00
Fa
A
kPa 124295
mm 461
Actual P kg -356.76
106947
461
-22.32
5030.66
0.004
Allow. Pa kg 5846.63
Ratio P Pa 0.005
2
Allow. Pa kg 5846.63
Ratio P Pa 0.061
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 86 - 81.8
L51x51x5
m 0.6000
m 0.5365
T2
81.8 - 80
L51x51x5
0.6000
0.5365
T3
80 - 78.37
L51x51x5
1.1000
T4
78.37 - 73.36
L51x51x5
T5
73.36 - 70.02
T6
Kl/r
Fa
A
kPa 124295
mm2 461
Actual P kg -29.99
53.6 K=1.00
124295
461
-216.26
5846.63
0.037
1.0365
103.6 K=1.00
86327
461
-425.32
4060.68
0.105
1.1000
1.0365
103.6 K=1.00
86327
461
-577.53
4060.68
0.142
L51x51x5
1.1000
1.0365
103.6 K=1.00
86327
461
-1426.00
4060.68
0.351
70.02 - 65.01
L51x51x5
1.1000
1.0238
102.3 K=1.00
87455
461
-2240.80
4113.74
0.545
T7
65.01 - 60
L51x51x5
1.1000
1.0238
102.3 K=1.00
87455
461
-1399.75
4113.74
0.340
T8
60 - 58.2
L51x51x5
1.1000
1.0238
102.3 K=1.00
87455
461
-447.24
4113.74
0.109
T9
58.2 - 56.4
L51x51x5
1.4500
1.3738
137.3 K=1.00
54637
461
-860.53
2570.02
0.335
T10
56.4 - 52.32
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-1109.14
1632.33
0.679
T11
52.32 - 48.24
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-880.35
1632.33
0.539
T12
48.24 - 44.16
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-1306.41
1632.33
0.800
T13
44.16 - 40.08
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-1253.48
1632.33
0.768
T14
40.08 - 36
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-1269.95
1681.52
0.755
T15
36 - 34
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-625.23
1681.52
0.372
T16
34 - 32
L64x64x5
2.1170
1.9900
158.3 K=1.00
41100
582
-1140.26
2438.91
0.468
T17
32 - 30
L64x64x5
2.4430
2.3160
184.2 K=1.00
30344
582
-871.14
1800.63
0.484
T18
30 - 28
L64x64x5
2.7500
2.6230
208.6
23657
582
-617.92
1403.80
0.440
53.6 K=1.00
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
76 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T19
28 - 24
KL/R > 200 (C) - 472 L76x76x6
T20
24 - 20
L76x76x6
3.7000
3.5730
237.6 K=1.00
18235
929
-1138.92
1727.53
0.659
T21
20 - 16
KL/R > 200 (C) - 504 L76x76x6
4.3330
4.2060
178.1 K=1.00
32476
929
-975.85
3076.62
0.317
T22
16 - 12
L89x89x6
4.9670
4.8400
174.8 K=1.00
33690
1090
-917.52
3745.70
0.245
T23
12 - 8
L89x89x6
5.6000
5.4730
197.7 K=1.00
26347
1090
-827.63
2929.36
0.283
T24
8-0
L76x76x8
6.2330
6.1060
260.7 K=1.00
15146
1148
-1129.35
1773.59
0.637
Allow. Pa kg 4060.68
Ratio P Pa 0.290
3.0670
2.9400
195.5 K=1.00
26933
929
-960.31
2551.50
0.376
KL/R > 200 (C) - 568
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T4
m 78.37 - 73.36
L51x51x5
m 1.1000
m 1.0365
T5
73.36 - 70.02
L51x51x5
1.1000
1.0238
T6
70.02 - 65.01
L51x51x5
1.1000
T7
65.01 - 60
L51x51x5
T10
56.4 - 52.32
T11
Kl/r
Fa
A
kPa 86327
mm2 461
Actual P kg -1176.66
102.3 K=1.00
87455
461
-1691.49
4113.74
0.411
1.0238
102.3 K=1.00
87455
461
-1871.99
4113.74
0.455
1.1000
1.0238
102.3 K=1.00
87455
461
-1178.06
4113.74
0.286
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-707.36
1632.33
0.433
52.32 - 48.24
L51x51x5
1.8000
1.7238
172.2 K=1.00
34702
461
-1000.12
1632.33
0.613
T13
44.16 - 40.08
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-1179.14
1681.52
0.701
T14
40.08 - 36
L51x51x5
1.8000
1.6984
169.7 K=1.00
35748
461
-1447.11
1681.52
0.861
Fa
A
kPa
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
103.6 K=1.00
Tension Checks Leg Design Data (Tension) Section No.
Elevation m
Size
L
Lu
m
m
Kl/r
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section No.
77 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T1
m 86 - 81.8
L64x64x6
m 4.2000
m 0.6000
30.7
kPa 224080
T2
81.8 - 80
L64x64x6
1.8344
0.9172
47.0
T3
80 - 78.37
L64x64x6
1.6300
1.6300
T4
78.37 - 73.36
L64x64x6
5.0100
T5
73.36 - 70.02
L76x76x6
T6
70.02 - 65.01
T7
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
mm2 525
Actual P kg 1874.55
Allow. Pa kg 12007.27
Ratio P Pa 0.156
224080
525
2354.33
12007.27
0.196
83.5
224080
525
2334.46
12007.27
0.194
1.6700
85.5
224080
525
6516.36
12007.27
0.543
3.3400
1.6700
70.7
224080
687
11043.43
15692.71
0.704
L76x76x6
5.0100
1.6700
70.7
224080
687
13285.50
15692.71
0.847
65.01 - 60
2L76x76x6
5.0100
1.6700
112.1
206843
1858
9531.79
39190.39
0.243
T8
60 - 58.2
2L76x76x6
1.8169
1.8169
121.9
206843
1858
9178.58
39190.39
0.234
T9
58.2 - 56.4
2L76x76x6
1.8169
1.8169
121.9
206843
1858
9041.60
39190.39
0.231
T10
56.4 - 52.32
2L76x76x6
4.0800
2.0400
136.9
206843
1858
11080.72
39190.39
0.283
T11
52.32 - 48.24
2L76x76x6
4.0800
2.0400
136.9
206843
1858
15553.60
39190.39
0.397
T12
48.24 - 44.16
2L76x76x6
4.0800
2.0400
136.9
206843
1858
17841.92
39190.39
0.455
T13
44.16 - 40.08
L102x102x10
4.0800
2.0400
65.3
224080
1421
18144.15
32465.38
0.559
T14
40.08 - 36
L102x102x10
4.0800
2.0400
65.3
224080
1421
20750.22
32465.38
0.639
T15
36 - 34
L127x127x10
2.0125
2.0125
50.8
224080
1905
21164.81
43521.70
0.486
T16
34 - 32
L127x127x10
2.0132
2.0132
50.8
224080
1905
20173.39
43521.70
0.464
T17
32 - 30
L127x127x10
2.0117
2.0117
50.8
224080
1905
19470.05
43521.70
0.447
T18
30 - 28
L127x127x10
2.0125
2.0125
50.8
224080
1905
19162.65
43521.70
0.440
T19
28 - 24
L127x127x10
4.0250
4.0250
101.6
224080
1905
18161.21
43521.70
0.417
T20
24 - 20
L127x127x10
4.0250
4.0250
101.6
224080
1905
18950.91
43521.70
0.435
T21
20 - 16
L127x127x10
4.0250
4.0250
101.6
224080
1905
20041.98
43521.70
0.461
T22
16 - 12
L127x127x10
4.0250
4.0250
101.6
224080
1905
21709.21
43521.70
0.499
T23
12 - 8
L127x127x10
4.0250
4.0250
101.6
224080
1905
23830.16
43521.70
0.548
T24
8-0
L127x127x13
8.0500
8.0500
205.8
224080
2499
25779.25
57095.50
0.452
Diagonal Design Data (Tension)
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
78 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T1
m 86 - 81.8
L51x51x5
m 0.8485
m 0.7587
48.4
kPa 148927
T2
81.8 - 80
L51x51x5
1.1624
1.0763
68.7
T3
80 - 78.37
L51x51x5
1.9664
0.9265
T4
78.37 - 73.36
L51x51x5
1.9997
T5
73.36 - 70.02
L51x51x5
T6
70.02 - 65.01
T7
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
mm2 461
Actual P kg 526.33
Allow. Pa kg 7005.28
Ratio P Pa 0.075
148927
461
91.21
7005.28
0.013
59.1
148927
461
731.23
7005.28
0.104
0.9421
60.1
148927
461
1664.61
7005.28
0.238
1.9997
0.9306
59.4
148927
461
2227.93
7005.28
0.318
L51x51x5
1.9997
0.9306
59.4
148927
461
2843.45
7005.28
0.406
65.01 - 60
L51x51x5
1.9997
0.9306
59.4
148927
461
1335.71
7005.28
0.191
T8
60 - 58.2
L51x51x5
2.2127
1.1927
76.1
148927
461
1219.10
7005.28
0.174
T9
58.2 - 56.4
L51x51x5
2.4313
1.2899
82.3
148927
461
735.00
7005.28
0.105
T10
56.4 - 52.32
L51x51x5
2.7206
1.3027
83.1
148927
461
1281.38
7005.28
0.183
T11
52.32 - 48.24
L51x51x5
2.7206
1.3027
83.1
148927
461
1654.31
7005.28
0.236
T12
48.24 - 44.16
L51x51x5
2.7206
1.3027
83.1
148927
461
2120.48
7005.28
0.303
T13
44.16 - 40.08
L51x51x5
2.7206
1.2835
81.9
148927
461
1325.13
7005.28
0.189
T14
40.08 - 36
L51x51x5
2.7206
1.2835
81.9
148927
461
1904.47
7005.28
0.272
T15
36 - 34
L64x64x5
2.8037
1.4247
72.1
148927
582
1718.78
8837.43
0.194
T16
34 - 32
L64x64x5
3.0373
1.5428
78.1
148927
582
1082.90
8837.43
0.123
T17
32 - 30
L64x64x5
3.2811
1.6574
83.9
148927
582
690.25
8837.43
0.078
T18
30 - 28
L64x64x5
3.5333
1.7859
90.4
148927
582
515.95
8837.43
0.058
T19
28 - 24
L64x64x5
5.2486
2.7717
140.3
148927
582
1195.49
8837.43
0.135
T20
24 - 20
L64x64x5
5.6774
2.9729
150.4
148927
582
1060.74
8837.43
0.120
T21
20 - 16
L64x64x5
6.1419
3.1966
161.8
148927
582
1127.46
8837.43
0.128
T22
16 - 12
L64x64x5
6.6344
3.4363
173.9
148927
582
1447.96
8837.43
0.164
T23
12 - 8
L64x64x5
7.1488
3.6890
186.7
148927
582
1342.13
8837.43
0.152
T24
8-0
L64x64x6
10.5617
5.6708
290.3
148927
768
2690.37
11659.14
0.231
RISATower I. P. DOLMEN S.A.
79 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A mm2 461
Actual P kg 504.37
Allow. Pa kg 7005.28
Ratio P Pa 0.072
T1
m 86 - 81.8
L51x51x5
m 0.6000
m 0.5365
34.2
kPa 148927
T2
81.8 - 80
L51x51x5
0.8500
0.7865
50.2
148927
461
158.53
7005.28
0.023
2
Allow. Pa kg 7005.28
Ratio P Pa 0.007
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 86 - 81.8
L51x51x5
m 0.6000
m 0.5365
34.2
kPa 148927
mm 461
Actual P kg 47.03
T2
81.8 - 80
L51x51x5
0.6000
0.5365
34.2
148927
461
372.66
7005.28
0.053
T3
80 - 78.37
L51x51x5
1.1000
1.0365
66.1
148927
461
570.98
7005.28
0.082
T4
78.37 - 73.36
L51x51x5
1.1000
1.0365
66.1
148927
461
705.64
7005.28
0.101
T5
73.36 - 70.02
L51x51x5
1.1000
1.0365
66.1
148927
461
1620.35
7005.28
0.231
T6
70.02 - 65.01
L51x51x5
1.1000
1.0238
65.3
148927
461
2365.94
7005.28
0.338
T7
65.01 - 60
L51x51x5
1.1000
1.0238
65.3
148927
461
2316.77
7005.28
0.331
T8
60 - 58.2
L51x51x5
1.1000
1.0238
65.3
148927
461
854.21
7005.28
0.122
T9
58.2 - 56.4
L51x51x5
1.4500
1.3738
87.7
148927
461
1509.84
7005.28
0.216
T10
56.4 - 52.32
L51x51x5
1.8000
1.7238
110.0
148927
461
2275.67
7005.28
0.325
T11
52.32 - 48.24
L51x51x5
1.8000
1.7238
110.0
148927
461
1597.42
7005.28
0.228
T12
48.24 - 44.16
L51x51x5
1.8000
1.7238
110.0
148927
461
1909.55
7005.28
0.273
T13
44.16 - 40.08
L51x51x5
1.8000
1.7238
110.0
148927
461
2189.86
7005.28
0.313
T14
40.08 - 36
L51x51x5
1.8000
1.6984
108.4
148927
461
2366.07
7005.28
0.338
T15
36 - 34
L51x51x5
1.8000
1.6984
108.4
148927
461
1056.68
7005.28
0.151
T16
34 - 32
L64x64x5
2.1170
1.9900
100.7
148927
582
2164.29
8837.43
0.245
T17
32 - 30
L64x64x5
2.4430
2.3160
117.2
148927
582
1773.00
8837.43
0.201
T18
30 - 28
L64x64x5
2.7500
2.6230
132.7
148927
582
1354.60
8837.43
0.153
T19
28 - 24
L76x76x6
3.0670
2.9400
124.5
148927
929
1964.29
14108.54
0.139
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
80 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T20
24 - 20
L76x76x6
3.7000
3.5730
151.3
148927
929
2312.40
14108.54
0.164
T21
20 - 16
L76x76x6
4.3330
4.2060
178.1
148927
929
2078.65
14108.54
0.147
T22
16 - 12
L89x89x6
4.9670
4.8400
174.8
148927
1090
1855.23
16557.94
0.112
T23
12 - 8
L89x89x6
5.6000
5.4730
197.7
148927
1090
1653.29
16557.94
0.100
T24
8-0
L76x76x8
6.2330
6.1060
260.7
148927
1148
1066.23
17439.72
0.061
Allow. Pa kg 5666.60
Ratio P Pa 0.240
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T4
m 78.37 - 73.36
L51x51x5
m 1.1000
m 1.0365
66.1
kPa 199948
mm2 278
Actual P kg 1358.68
T5
73.36 - 70.02
L51x51x5
1.1000
1.0238
65.3
199948
278
1900.52
5666.60
0.335
T6
70.02 - 65.01
L51x51x5
1.1000
1.0238
65.3
199948
278
2950.47
5666.60
0.521
T7
65.01 - 60
L51x51x5
1.1000
1.0238
65.3
199948
278
1923.68
5666.60
0.339
T10
56.4 - 52.32
L51x51x5
1.8000
1.7238
110.0
199948
278
1354.79
5666.60
0.239
T11
52.32 - 48.24
L51x51x5
1.8000
1.7238
110.0
199948
278
1745.52
5666.60
0.308
T12
48.24 - 44.16
L51x51x5
1.8000
1.7238
110.0
199948
278
2252.84
5666.60
0.398
T13
44.16 - 40.08
L51x51x5
1.8000
1.6984
108.4
148927
461
2273.17
7005.28
0.324
T14
40.08 - 36
L51x51x5
1.8000
1.6984
108.4
148927
461
2640.67
7005.28
0.377
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
81 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
86 - 81.8
Leg Diagonal Horizontal Top Girt Leg Diagonal Horizontal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy
[email protected] Guy
[email protected] Guy
[email protected] Guy
[email protected] Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Leg Diagonal Top Girt Mid Girt Guy
[email protected] Guy
[email protected] Guy
[email protected] Guy
[email protected] Leg Diagonal Top Girt
L64x64x6 L51x51x5 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L64x64x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 2L76x76x6 L51x51x5 L51x51x5 L51x51x5 13 13 13 13 L102x102x10 L51x51x5 L51x51x5
1 9 13 5 63 77 73 65 83 92 85 97 112 104 108 137 152 144 148 167 180 172 174 584 583 582 581 207 220 212 214 247 258 250 263 274 268 279 292 284 288 307 320 312 316 335 356 340 342 580 579 578 577 363 376 368
1874.55 -737.20 504.37 47.03 -2340.61 -358.50 158.53 372.66 -2329.72 -808.44 -425.32 6516.36 -1772.46 -577.53 -1176.66 11043.43 -2342.02 -1426.00 -1691.49 -15739.61 -2873.37 -2240.80 2950.47 4630.00 1203.83 4525.25 6636.56 -23397.39 -2428.39 -1399.75 1923.68 -22376.58 -3259.31 854.21 -20116.60 -1834.32 -860.53 -21249.90 -1797.31 -1109.14 -707.36 -25653.78 -2195.73 -880.35 -1000.12 -30301.02 -2369.64 -1306.41 2252.84 3108.79 1193.71 3061.60 4331.97 -33654.75 -2481.50 -1253.48
16005.70 6836.83 9338.04 9338.04 14586.25 5187.40 9338.04 9338.04 6290.00 6007.49 5412.89 16005.70 5925.24 5412.89 5412.89 20918.39 5985.87 5412.89 5483.61 20431.17 5985.87 5483.61 7553.57 7626.02 7626.02 7626.02 7626.02 40716.31 5985.87 5483.61 7553.57 39269.54 4495.86 9338.04 39269.54 3886.03 3425.83 36955.10 3809.94 2175.90 2175.90 36955.10 3809.94 2175.90 2175.90 36955.10 3809.94 2175.90 7553.57 7626.02 7626.02 7626.02 7626.02 41848.44 3924.75 2175.90
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass
Mid Girt
L51x51x5
372
-1179.14
2241.47
11.7 10.8 5.4 0.5 16.0 6.9 1.7 4.0 37.0 13.5 7.9 40.7 29.9 10.7 21.7 52.8 39.1 26.3 30.8 77.0 48.0 40.9 39.1 60.7 15.8 59.3 87.0 57.5 40.6 25.5 25.5 57.0 72.5 9.1 51.2 47.2 25.1 57.5 47.2 51.0 32.5 69.4 57.6 40.5 46.0 82.0 62.2 60.0 29.8 40.8 15.7 40.1 56.8 80.4 63.2 57.6 59.2 (b) 52.6
T2
81.8 - 80
T3
80 - 78.37
T4
78.37 - 73.36
T5
73.36 - 70.02
T6
70.02 - 65.01
T7
65.01 - 60
T8
60 - 58.2
T9
58.2 - 56.4
T10
56.4 - 52.32
T11
52.32 - 48.24
T12
48.24 - 44.16
T13
44.16 - 40.08
Pass
Project
Date
EVALUACION ESTRUCTURAL EB. CERRO NEIVA CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation m
Component Type
Size
No. T14
Critical Element
P kg
SF*Pallow kg
40.08 - 36
T15
36 - 34
Leg Diagonal Top Girt Mid Girt Leg
L102x102x10 L51x51x5 L51x51x5 L51x51x5 L127x127x10
391 404 396 400 419
-37817.37 -3134.35 -1269.95 -1447.11 -38038.31
41848.44 3924.75 2241.47 2241.47 56320.77
Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt
L64x64x5 L51x51x5 L127x127x10 L64x64x5 L64x64x5 L127x127x10 L64x64x5 L64x64x5 L127x127x10 L64x64x5 L64x64x5 L127x127x10 L64x64x5 L76x76x6 L127x127x10 L64x64x5 L76x76x6 L127x127x10 L64x64x5 L76x76x6
430 424 435 446 440 451 462 456 467 478 472 483 494 488 499 508 504 515 524 520
-3331.85 -625.23 -36011.30 -2329.86 -1140.26 -34353.69 -1728.44 -871.14 -33360.96 -1421.45 -617.92 -30258.34 -2497.80 -960.31 -30571.86 -1802.79 -1138.92 -31456.82 -1629.25 -975.85
Leg
L127x127x10
531
-33242.21
Diagonal Top Girt
L64x64x5 L89x89x6
541 536
-1794.15 -917.52
Leg
L127x127x10
547
-35398.95
Diagonal Top Girt
L64x64x5 L89x89x6
557 552
-1658.07 -827.63
Leg
L127x127x13
563
-38860.00
Diagonal
L64x64x6
575
-2268.63
Top Girt
L76x76x8
568
-1129.35
T16
34 - 32
T17
32 - 30
T18
30 - 28
T19
28 - 24
T20
24 - 20
T21
20 - 16
T22
16 - 12
T23
T24
12 - 8
8-0
82 of 82
TORRE DE 80+6m Ext.-CUADRADA PATA=7.50m V=120 KPH
I. P. DOLMEN S.A.
Section
Page
Job
RISATower
14:21:13 10/10/13 Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
90.4 79.9 56.7 64.6 67.5 95.3 (b) 6119.67 54.4 2241.47 27.9 56316.42 63.9 5394.30 43.2 3251.06 35.1 41469.82 82.8 4686.72 36.9 2400.24 36.3 41456.39 80.5 4036.53 35.2 1871.27 33.0 41457.06 73.0 4139.79 60.3 3401.15 28.2 41457.06 73.7 3598.51 50.1 2302.79 49.5 41456.39 75.9 3112.41 52.3 4101.14 23.8 42.1 (b) 41457.06 80.2 83.3 (b) 2693.34 66.6 4993.02 18.4 37.6 (b) 41457.06 85.4 88.7 (b) 2337.04 70.9 3904.84 21.2 33.5 (b) 54257.50 71.6 97.4 (b) 5098.98 44.5 49.1 (b) 2364.19 47.8 Summary Leg (T24) 97.4 Diag (T14) 79.9 Horizontal 5.4 (T1) Top Girt 64.0 (T14) Mid Girt 79.8 (T6) Guy A (T6) 60.7 Guy B (T6) 15.8 Guy C (T6) 59.3 Guy D (T6) 87.0 Bolt Checks 97.4 RATING = 97.4
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=80m C. NUEVA+REF EB. C. NEIVA.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 86.0000
50
100
Tilt (deg)
150
200
0
Twist (deg) 0.5
0
0.05
0.1 86.0000
81.8000
81.8000
80.0000
80.0000
78.3700
78.3700
73.3600
73.3600
70.0200
70.0200
68.3500
68.3500
65.0100
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.2400
46.2000
46.2000
44.1600
44.1600
40.0800
40.0800
36.0000
36.0000
34.0000
34.0000
32.0000
32.0000
30.0000
30.0000
28.0000
28.0000
24.0000
24.0000
20.0000
20.0000
16.0000
16.0000
12.0000
12.0000
8.0000
8.0000
0.0000 0
0.0000 50
100
150
200
0
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.5
Job:
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES--TC80+6m Ext.-PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA+REF EB. CERRO NEIVA\TC80m C. NUEVA+REF EB. C. NEIVA.eri
Feedline Distribution Chart 0.0000 - 86.0000 Round
86.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
85.0000
85.0000
85.0000
83.0000
83.0000
83.0000
86.0000
81.8000
81.8000
80.0000 79.0000
79.0000
77.0000
77.0000
77.0000
75.5000
75.5000
75.5000
73.3600
74.0000 73.0000
74.0000 73.0000
74.0000 73.0000
73.3600
70.0200
71.0000 70.0000
71.0000 70.0000
71.0000 70.0000
70.0200
68.3500
68.0000
68.0000
68.0000
68.3500
66.5000
66.5000
66.5000
65.0000 64.0000
65.0000 64.0000
65.0000 64.0000
62.0000
62.0000
62.0000
65.0100
78.3700
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.0000
48.0000
48.0000
45.0000
45.0000
45.0000
42.0000 41.0000
42.0000 41.0000
42.0000 41.0000
39.0000
39.0000
39.0000
48.2400 46.2000 (2) 1 (4 ANT RF N) (2) 1 (4 ANT RF N)
46.2000 44.1600
36.0000 34.0000 32.0000 30.0000 28.0000
24.0000
20.0000
16.0000
16.0000
16.0000
16.0000
44.1600
40.0800
36.0000 34.0000 32.0000 30.0000 28.0000
1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)
40.0800
(2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (6 ANT TV E) (2) 1/2 (4 ANT TV E) (2) 1/2 (4 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (6 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)
12.0000
24.0000
20.0000
16.0000
12.0000 7/8 (2 ANT MW E)
Elevation (m)
80.0000 79.0000
78.3700
8.0000
0.0000
8.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC80+6m Ext.-PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA+REF EB. CERRO NEIVA\TC80m C. NUEVA+REF EB. C. NEIVA.eri
Stress Distribution Chart 0.0000 - 86.0000 > 100%
Elevation (m)
86.0000
90%-100%
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
86.0000
81.8000
81.8000
80.0000
80.0000
78.3700
78.3700
73.3600
73.3600
70.0200
70.0200
68.3500
68.3500
65.0100
65.0100
60.0000
60.0000
58.2000
58.2000
56.4000
56.4000
52.3200
52.3200
48.2400
48.2400
46.2000
46.2000
44.1600
44.1600
40.0800
40.0800
36.0000
36.0000
34.0000
34.0000
32.0000
32.0000
30.0000
30.0000
28.0000
28.0000
24.0000
24.0000
20.0000
20.0000
16.0000
16.0000
12.0000
12.0000
8.0000
8.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC80+6m Ext.-PATA=7.50m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. CERRO NEIVA - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 10/10/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\CERRO NEIVA\TC80m C. NUEVA+REF EB. CERRO NEIVA\TC80m C. NUEVA+REF EB. C. NEIVA.eri
CHEQUEO DE CIMENTACION PLACA BASE Y PERNOS DE ANCLAJE. EB. CERRO NEIVA.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
TORRE 80+6m RB. CERRO NEIVA.
I. P. DOLMEN S.A.
7. Rev. CIMENTACION TIPO ZAPATA PARA TORRES OBRA:
TORRE TELECOMUNICACIONES H=80+6m EB. CERRO NEIVA. ITEM
Sim.
Un.
REACCIONES MAXIMAS DE TRABAJO SEGUN PROGRAMA TOWER Compresión (-) Fz Kg Corte l Fx Kg Corte t Fy Kg Traccion (+) Fza Kg Corte l Fxa Kg Corte t Fya Kg
-41.407,00 -4.461,00 4.529,00 29.198,00 -4.039,00 3.995,00
REACCIONES MAXIMAS ULTIMAS SEGÚN PROGRAMA TOWER Compresión (-) Fz' Kg Corte l Fx' Kg Corte t Fy' Kg Arranque (+) Fza' Kg Corte l Fxa' Kg Corte t Fya' Kg
-57.969,80 -6.245,40 6.340,60 40.877,20 -5.654,60 5.593,00
ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE Compresión (-)
Fc
Kg
41.407,00
Corte l
Ft
Kg
4.461,00
Corte t
Fl
Kg
4.529,00
Arranque (+)
Fa
Kg
29.198,00
Corte l
Fta
Kg
4.039,00
Corte t
Fla
Kg
3.995,00
ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE Compresión (-)
Fc'
Kg
Corte l
Ft'
Kg
6.245,40
Corte t
Fl'
Kg
6.340,60
Arranque (+)
Fa'
Kg
40.877,20
Corte l
Fta'
Kg
5.654,60
Corte t
Fla'
Kg
5.593,00
Kg/cm2 2 Kg/cm Kg/m3 º
Kg/m3 2 Kg/cm 2 Kg/cm
1,50 1,88 1700 25,0 2,46 0,41 2,46 2.400 210 4.200
CARACTERISTICAS DE LOS MATERIALES Cap. portante suelo σ σa γs Peso unit. suelo Angulo cono β K pasivo Kp' K activo Ka Kp Kp γc Peso unit. concreto Resis.Comp.Concreto f'c Esf. Fluencia Acero fy
57.969,80
GEOMETRIA
clm/rcg
Angulo montante
φ
º
0,0000
Lado zapata
L
m
3,00
Lado pedestal
B
m
0,80
Espesor zapata
s
m
0,60
Profundidad zapata
H
m
4,10
Alt. ped. sobre suelo
H3
m
0,00
Alt. ped. enterrada
H2
m
3,50
Altura total cimiento
H1
m
4,10
7.1
Rev.Cim-TC80+6 EB. C. NEIVA-Cap. 7
TORRE 80+6m RB. CERRO NEIVA.
I. P. DOLMEN S.A. Altura pedestal
Hp
m
3,50
Recubrimiento
a
m
0,070
Altura efec. concreto
d
m
0,530
Volumen zapata
Vz
m³
5,40
Volumen pedestal
Vp
m³
2,24
Volumen Concreto
Vc
m³
7,64
Peso concreto
Wc
Kg
18336
Volumen suelo 1
Vs1
m³
29,26
Volumen suelo 2
Vs2
m³
47,03
Volumen suelo 3
Vs3
m³
15,69
Volumen total suelo
Vs
m³
91,99
Peso suelo
Ws
Kg
156375
VOLUMENES Y PESOS
ARRANCAMIENTO Hipotesis crítica F.S. Arrancamiento
FSa
Checheo Arrancam.
(Wc+Ws)/Fa
5,98
FSa > 1.50
O.K.
ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO) Hipotesis crítica Compresión
P
Kg
ht
m
109485 1,63
Rt
Kg
4461
hl
m
1,64
Rl
Kg
4529
Momento transversal
MT
Kg*m
4964
Momento longitudinal
ML
Kg*m
4853
σp
Kg/m2
12165
σt
Kg/m
2
1078
σl
Kg/m
2
1103
σs
Kg/m2
6970
1
Kg/m
2
7377
2
Kg/m2
5170
3
Kg/m2
5220
2
4
Kg/m
σmax
Kg/m2
σmin
Kg/m
2
3013 mayor 1, 2, 3, 4 menor 1, 2, 3, 4 ≈ σ σmax < σa
Checheo Capacidad
7377 3013 O.K.
CHEQUEO AL VOLCAMIENTO Hipotesis crítica COMPRESION
MR1
Kg-m
164228
Momento trans. 1
MT1
Kg*m
18569
Momento long. 1
ML1
Kg*m
18290
Momento trans. 2
MT2
Kg*m
13605
Momento long. 2
ML2
Kg*m
13437
Mom. restaur. trans.
MRT
Kg*m
177832
Mom. restaur. long.
MRL
Kg*m
177665
Momento restaurador
MRc
Kg-m
251374
Mv
Kg-m
106862
Momento al vuelco
clm/rcg
7.2
Rev.Cim-TC80+6 EB. C. NEIVA-Cap. 7
TORRE 80+6m RB. CERRO NEIVA.
I. P. DOLMEN S.A. F.S. vuelco compres.
FSvc
MRc/Mv
2,35
Hipotesis crítica TRACCION
MR1
Kg-m
262067
ht
m
1,55
Rt
Kg
4039
hl
m
1,54
Rl
Kg
3995
MT1
Kg-m
16380
ML1
Kg-m
16560
MT2
Kg-m
12267
ML2
Kg-m
12379
Mom. restaur. trans.
MRT
Kg*m
274334
Mom. restaur. long.
MRL
Kg*m
274446
Momento restaurador
MRa
Kg-m
388046
Momento vuelco 1
Mv1
Kg-m
43797
Mom. vuelco trans.
Mvt
Kg-m
60177
Mom. vuelco long.
Mvl
Kg-m
60357
Momento vuelvo
Mva
Kg-m
85230
F.S. vuelco tracción
FSvt
MRa/Mva
4,55
F.S. volcamiento
FSv
menor FSvc, FSvt
2,35
FSv > 1.50
O.K.
Checheo Volcam.
clm/rcg
7.3
Rev.Cim-TC80+6 EB. C. NEIVA-Cap. 7
TORRE 80+6m RB. CERRO NEIVA.
I. P. DOLMEN S.A.
CALCULO DE VIGA DE AMARRE
L A= Pter W= L= Mu= b= d= K= ro= As=
b FLEXION d
colocar
9,00 m2 0,87 4,33 t/m 4,77 m 1576,17 t-cm 60 cm 130 cm 0,00155 0,00330 25,74 cm² 3 No 5
CORTANTE V= vu= Ø vc=
10,328 2,119 6,350
t kg/cm² kg/cm²
No requiere Refuerzo a cortante colocar E Ø 3/8" cada 16 cm
clm/rcg
7.1
Rev.Cim-TC80+6 EB. C. NEIVA-Cap. 7
ESTRUCTURA: REV. TC80+6m P=7.50m-EB. CERRO NEIVA. CARGAS ACTUANTES Tension Maxima Comprexion Maxima Fuerza Longitudinal en X Fuerza Transversal en Y
T C Hx Hy
(ton) (ton) (ton) (ton)
29,198 -41,407 -4,461 4,529
-4,039 3,995
CALCULO DE PLACA - BASE PLACA BASE
B
C
t
Dp
m
cm. 35
cm. 35
cm 2,5
cm 4
cm. 18,0
Dimension pedestal (cm) Bp Cp 80 80
C
P B
m n t p Dp
Area Placa Colocada Ac 1.225 cm2 Acero A-36 Fy= 2.530 Kg /cm² Distancia n 7,0 cm Area Requerida placa base Ar Apoyo contacto pedestal Fp Presion de Apoyo pp Esfuerzo de Flexion por Compresion Esfuerzo de Flexion Distancia al borde Espesor Placa Base C
Concreto. 246 168,000 33,802
cm2 Kg / cm² kg / cm²
Fb Fb m
1.645 18,0
Kg / cm² cm
t
1,74
cm
cm
Esfuerzo de Flexion por Arranque
Fb¨
Distancia al perno
Dp
4
Fuerza en el Perno Momento de Flexion
Pt Mf
14,60 58,4
Ton - cm
Espesor de la Placa Base Arr
t
2,50
cm
Espesor Minimo Placa Base
t
2,50
cm
Lado de la placa Base
B
350
mm
Espesor de la Placa Base
t
25
mm
f'c=
210
Kg / cm²
Acero A-36
Ton
OK CUMPLE
No pernos
un 2,0
ESTRUCTURA: REV. TC80+6m P=7.50m-EB. CERRO NEIVA.
DISEÑO DE PERNOS DE ANCLAJE
Diametro de los Pernos Material de los Pernos Cantidad de Pernos Area Total de Pernos Factor de Rosca Numero de Hilos por Pulgada Area Efectiva de Pernos Cargas de Trabajo Fuerza de Arranque Fuerza de Cortante Fuerza de Cortante Fuerza de Cortante Esfuerzo de Fluencia Resistencia a la Tension Resistencia al Corte Area Efectiva de cada Perno Area Total por Perno Area Requerida por Arranque Area Requerida Arranque Diseño Numero de Pernos Minimo
dp
1,50
plg
dp
3,81
cm
SAE 1045 CALIBRADO Atp
un cm²
0,85 hp
6
Ap
18,13
cm²
T
29,20
ton
Vux
-4,04
ton
Vuy
4,53
ton
Vu
6,07
ton
Fy
5,20
ton/cm²
Ft
3,36
ton/cm²
Fv
2,24
ton/cm²
Ae
9,07
cm²
Ap
11,40
cm²
At
4,3
cm²
Atm
6,0
cm²
Np
1
un
Pernos a Colocar Diametro del Perno Area Neta de Pernos
2 22,80
Anp
AREA DE PERNOS > AREA REQUERIDA
2
un
38
mm
18,13
cm²
OK CUMPLE
Bogotá, D.C. 10 de Octubre de 2013.
MEMORIAL DE RESPONSABILIDAD Yo, CARLOS EDUARDO LONDOÑO MESA, Ingeniero Civil, debidamente Titulado e inscrito con matrícula profesional No. 25202-37439 otorgada por el Consejo Profesional de Cundinamarca, he realizado LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE SECCION CUADRADA VARIABLE, VARIABLE de 80 metros de altura, Localizada En la ESTACION EB. CERRO NEIVA, Localizada en el Municipio de Neiva, Departamento del Huila, para una velocidad de viento de 120 KPH, que está soportando antenas MW y RF. La evaluación y recomendaciones han sido hechas siguiendo los parámetros establecidos en la NORMA TIA/EIATIA/EIA-222222-F y las NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCIÓN SISMOSISMO-RESISTENTE, NSRNSR-10. Por lo tanto, asumo la responsabilidad por los perjuicios que puedan ocasionar los diseños presentados y exonero al Departamento de Planeación del Municipio de Neiva, de cualquier eventualidad referente a dicha torre instalada para telecomunicaciones, bajo las condiciones anteriormente expuestas y descritas en la memoria de cálculo. ATENTAMENTE.,
ING. CARLOS EDUARDO LONDOÑO MESA. MAT. PROF. 25202-37439 CND.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
CERTIFICADO DE VIGENCIA Y ANTECEDENTES DISCIPLINARIOS N° 17847582
REPÚBLICA DE COLOMBIA CONSEJO PROFESIONAL NACIONAL DE INGENIERÍA COPNIA EL DIRECTOR GENERAL CERTIFICA: 1. Que LONDOÑO MESA, CARLOS EDUARDO con Cédula de Ciudadanía N° 91228746, se encuentra inscrito (a) en el Registro Profesional Nacional que lleva ésta entidad, como INGENIERO CIVIL, con Matrícula Profesional No. 25202-37439 CND desde el (los) veintidos (22) día(s) del mes de noviembre del año mil novecientos noventa (1990). 2. Que la Matrícula Profesional es la autorización que expide el Estado para que el titular ejerza su profesión en todo el territorio de la República de Colombia, de conformidad con lo dispuesto en la Ley 842 de 2003. 3. Que la referida Matrícula Profesional se encuentra vigente, por lo cual el profesional certificado actualmente NO está impedido para ejercer la profesión. 4. Que el profesional NO tiene antecedentes disciplinarios ético-profesionales. 5. Que la presente certificación tiene una validez de seis (6) meses y se expide en Bogotá, D.C., a los nueve (9) día(s) del mes de julio del año dos mil trece (2013).
CARLOS ALBERTO JARAMILLO JARAMILLO
___________________________________________ Firma del Titular (*) _ (*) Con el fin de verificar que el titular autoriza su participación en procesos estatales de selección de contratistas. La falta de firma del titular no invalida el Certificado. El presente es un documento público expedido electrónicamente con firma mecánica (Artículo 12, Decreto 2150 de 1995) y con firma digital que garantiza su plena validez jurídica y probatoria según lo establecido en la Ley 527 de 1999. Para verificar la integridad e inalterabilidad del presente documento consulte en el sitio web: www.copnia.gov.co, digitando el siguiente número de certificado: 17847582 y el código de verificación: RTI5F207 Calle 78 N°9 - 57 Piso 13 - Bogotá D.C. Pbx: 3220102 - correo-e:
[email protected] www.copnia.gov.co
INFORME FOTOGRAFICO. EB. CERRO NEIVA.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
REGISTRO FOTOGRAFICO Cliente: Dirección :
RTVC
Nombre :
EB. CERRO NEIVA.
CERRO NEIVA.
Foto General de Torre
Panoramica de la Torre
1/9
Ciudad :
NEIVA
Depto :
HUILA
REGISTRO FOTOGRAFICO
Photo 1
Photo 2
Panorámica 2
Panorámica 3
Photo 3
Photo 4
placa base y pedestal
Base tramo 1 Torre 2/9
REGISTRO FOTOGRAFICO
Photo 5
Photo 6
Placa base parte interior
Escalera de cables y cierre inferior
Photo 8
Llegada de riendas a montante
Llegada de riendas a montante 3/9
REGISTRO FOTOGRAFICO
Photo 9
Photo 10
Detalle de montante inicial
Ancho de montante inicial
Photo 11
Photo 12
Detalle de antenas MW
Detalle de antenas MW 4/9
REGISTRO FOTOGRAFICO
Photo 14
Detalle soportes y antenas
Detalle soportes y antenas
Photo 15
Photo 16
Detalle soportes y antenas
Detalle empalme de montantes 5/9
REGISTRO FOTOGRAFICO
Photo 17
Photo 17
Cierre interno
Segunda transición
Photo 33
Photo 34
Tercera transición
Cierre interno 6/9
REGISTRO FOTOGRAFICO
Photo 35
Photo 36
Cierre interno
Cierres internos y escaleras
Photo 37
Photo 38
Parte interna torre
Detalle luces de balizaje 7/9
REGISTRO FOTOGRAFICO
Photo 39
Photo 40
Cierres internos torre
Legada de diagonales y Cierres internos torre
Photo 41
Photo 42
Detalle excavaciones
Detalle excavaciones 8/9
REGISTRO FOTOGRAFICO
Photo 53
Photo 54
Detalle viga de amarre
Detalle excavaciones
Photo 55
Photo 56
Detalle luces de balizaje
Panoramica tramo final 9/9