Radio Televisión Nacional de Colombia.
MEMORIAS DE CÁLCULO ESTRUCTURAL. TORRE CUADRADA H=80.0m SECCION VARIABLE. ANCHO DE PATA = 18.100m
ESTACION BASE: PLANADAS.
Ubicada en el Cerro Planadas, Municipio de Calarca.
Departamento del Quindío.
Septiembre 2013.
INFORME TECNICO. Condición Actual Se requiere refuerzo. Eficiencia General Condición Nueva + Refuerzo: Montantes 94.5%, Diagonales 71.8%, Horizontales 50.9%, Riendas 53.4% y Tornillos 85.6%.
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INDICE PAG.
1.0 Introducción
2
2.0 Cargas muertas
4
3.0 Cargas vivas
4
4.0 Cargas de viento
4
5.0 Análisis y diseño estructurales
5
6.0 Conclusiones 7.0 Recomendaciones 8.0 Chequeo de Cimentación 9.0 Inspección Técnica Anexo A (Silueta de levantamiento – condición actual) Anexo b (Silueta de cálculo) Anexo A (Silueta de condición nueva + Refuerzo) Anexo C (Graficas de Deflexiones, Cables guía de onda y Esfuerzos)
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1.0 INTRODUCCION 1.1 OBJETO El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 80.0 metros de altura. Ubicada en la estación: EB. VEREDA PLANADAS – Municipio de Calarca – Departamento del Quindío. Que soporta antenas TV y MW. La torre es de sección cuadrada, montantes, diagonales y horizontales a base de ángulos de lados iguales, el ancho de la pata es de 18.100 m. Esta medida es variable hasta llegar a una altura de 9.0 m, donde es 11.96 m. Continuando en sección variable hasta los 25.0 m, donde es 6.98 m. Continuando en sección variable hasta los 40.0 m, donde es 4.20 m. Continuando en sección constante hasta los 80.0 m. Se tienen cuatro riendas desde el nivel 64.0m, con radial de 39.0m. CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 80.0 m 6 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 74.0 AL 70.0m – POR DOS CARAS A y D. 6 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 66.0 AL 64.0m – POR DOS CARAS. 6 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 62.0 AL 60.0m – POR DOS CARAS A y D. 6 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 54.0 AL 52.0m – POR DOS CARAS A y D. 5 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 42.0 AL 39.0m – POR DOS CARAS A y D. 1 ANTENA MW Ø2.40m – NIVEL 19.0 m – D. 15 CABLES GUIA DE ONDA Ø1/2” PARA ANTENAS TV – D 1 CABLE GUIA DE ONDA Ø7/8” PARA ANTENA MW – D
CONDICION FUTURA: 1 EXTENSION H=6.0m, EN LA PARTE SUPERIOR. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 82.5 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 81.5 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 80.5 m – C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 79.5 m – C y D. 2 CABLES GUIA DE ONDA Ø3” PARA ANTENAS RF – D. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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PANORAMICA TC80m – ESTADO ACTUAL.
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SILUETA DE CALCULO CONDICION ACTUAL.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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SILUETA DE CALCULO CONDICION NUEVA.
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1.2 CODIGOS Y NORMAS NSR-10 AISC TIA/EIA 222-F ASCE, Report 52 ANSI/ASCE 10-90 ANDREWS, Bulletin 1015F ASTM (normas aplicables) ACI 318 última edición AWS 1.3 MATERIALES ESTRUCTURALES Perfiles estructurales de montantes: ASTM A-572 Gr. 50. Perfiles estructurales de diagonales, horizontales redundantes y laminas: ASTM A –36. Tornillos: ASTM A-394 T0. Tornillos de reemplazo en todas las uniones en el refuerzo ASTM A325 T1. Pernos de anclaje: SAE 1045. Soldadura: AWS. 1.4 DOCUMENTOS DE REFERENCIA Esquemas de diseño del levantamiento de la estructura de la torre. 1.5 CARGAS Las siguientes cargas serán consideradas en el análisis estructural. -Cargas muertas, CM, correspondientes a los pesos propios de la estructura, plataformas de operación, revestimientos y accesorios. -Cargas vivas, 4 personas de 80 Kg. Cada una por mantenimiento, CV. -Cargas de viento, CW.
Las combinaciones de estas cargas para incluirlas en los análisis y diseños Estructurales estarán de acuerdo con la Norma TIA/EIA-222-F. 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. 2.0 CARGAS MUERTAS, CM Las cargas muertas corresponderán a los pesos propios de los elementos estructurales, revestimiento, escaleras de acceso y guía de ondas, soportes de antenas y demás accesorios. El cálculo de los pesos de los elementos estructurales los realiza internamente el programa, incluyendo un factor de 1.50, de sobre peso por elementos redundantes, platinas, tornillos y galvanizado, y lo distribuye sobre los nudos correspondientes. 3.0 CARGAS VIVAS La carga viva considerada consistirá en 4 personas de 80 Kg. Cada una por mantenimiento. 4.0 CARGAS DE VIENTO Las cargas de viento se calcularan de acuerdo a la norma TIA/EIA 222 F-1996. Velocidad básica de viento, Deflexiones se calculan con Velocidad de viento,
V = 120 KPH (Zona 4) V = 60 KPH. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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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 triangular, realizado por el programa para diseño de torres RISATower, Versión 5.4.1.8 – 8 de Abril de 2010, de RISA TECHNOLOGIES. También se incluye un control de deflexiones en la parte superior de la torre (Nivel 80.0 m) de tal manera que cumpla con el requisito de que, la deflexión en este punto, a 60 KPH, sea menor o igual a h/200.
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5.2 DISEÑOS ESTRUCTURALES Con base en el dimensionamiento y en los resultados de modelo, se evalúan las cargas máximas actuantes y admisibles en cada tramo, considerando los efectos simultáneos de Axial y de Flexión. Para una mayor precisión, se consideran también los efectos de segundo orden (P-Delta) En la fase, para el caso de cargas de diseño, se verifica que en los elementos estructurales no se sobrepasen sus capacidades admisibles de compresión y tracción establecidas por la norma. También se verifica que en las conexiones propuestas tampoco se sobrepasen sus capacidades admisibles de corte y aplastamiento establecidas por la norma. Anexos: Silueta del levantamiento. Ver salida 1 – Condición Actual. Ver salida 2 – Condición Nueva Ver salida 3 – Condición Nueva + Refuerzo, datos de entrada y salida de los resultados del análisis y los diseños.
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6.0 CONCLUSIONES: En la CONDICION ACTUAL, con las antenas relacionadas y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 80.0m, de la estación: EB. PLANADAS – Municipio de Calarca, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T19, T12, T11 y T7, los Diagonales T19 y T10. Porcentaje máximo de utilización Montante (T12) 127.3% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.
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Ver Salida 1 – Condición Actual. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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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 el nivel 84.0m y las características estructurales de la torre para una velocidad de viento de 120 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 80+6m, de la estación: EB. PLANADAS – Municipio de Calarca, tenemos: LA TORRE NO CUMPLE. Fallan los Montantes T21, T17, T16, T14, T13, T12, T11, T9, T8 y T6, los Diagonales T21, T12 y T11. Porcentaje máximo de utilización Montante (T14) 173.2% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.
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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 el nivel 84.0m. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 80+6m, de la estación: EB. PLANADAS – Municipio de Calarca tenemos: LA TORRE CUMPLE. Porcentaje máximo de utilización Montante (T14) 94.5% < 100%. Ok. SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.
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Ver Salida 3 – Condición Nueva + Refuerzo. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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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 0.0m al nivel 64.0m (T21, T20, T19, T18, T17, T16, T15, T14, T13, T12, T11, T10, T9, T8 y T7), con un (1) ángulo de L76x76x9.5H A-572 Grado 50. Paralelo que tenga continuidad con el anclaje de la cimentación y con el montante existente (se debe soldar el montante del refuerzo a la placa base de la torre. (Ver silueta de refuerzo plano No. 2/2) REFUERZO DIAGONALES: -Desde el nivel 0.0m al nivel 9.0m (T21), con un (1) ángulo de L76x76x7.9H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 40.0m al nivel 44.0m (T12), con un (1) ángulo de L76x76x9.5H A-572 Grado 50. Paralelo formando 2L, con el diagonal existente. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los montantes y diagonales. Una vez realizado el refuerzo se puede proceder a la instalación de una (1) Extensión de 6.0m en la parte superior y ocho (8) antenas RF AT15-250 (0.483x0.983m, en el nivel 84.0m.
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MATERIAL APROXIMADO DE EXTENSION H=6.0m: Montantes (T1 y T2) en L64x6.4H
160 Kg
Diagonales (T1 y T2) en L51x4.8H
350 Kg
Lámina de uniones (T1 y T2) en Lámina de 7.9mm
90 Kg
Tornillos en Uniones (T1 y T2)
35 Kg
Pernos de escalera Ø5/8 x 8” = 10 Unidades
5 Kg
Peso aproximado del Refuerzo
640 Kg
MATERIAL APROXIMADO DE REFUERZO EN TORRE: Refuerzo Montantes (T21 al T6) en L76x9.5H
3800 Kg
Refuerzo Montantes (T21 al T6) en Lámina de 9.5mm
230 Kg
Refuerzo Montantes (T21 al T6) en Lámina de 12.7mm
550 Kg
Refuerzo Diagonales (T21) en L76x7.9H
950 Kg
Refuerzo Diagonales (T12) en L76x9.5H
500 Kg
Tornillos en refuerzo de montantes y diagonales
250 Kg
Peso aproximado del Refuerzo
6280 Kg
RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE ELEMENTO:
C. ACTUAL
C. NUEVA
C. NUEVA+REF
MONTANTE
(T12) 127.3%
(T14) 173.2%
(T14) 94.5%
DIAGONAL
(T19) 119.9%
(T12) 169.3%
(T11) 71.8%
HORIZONTAL
(T10) 31.8%
(T12) 58.3%
(T12) 50.9%
RIENDA
(T5) 55.1%
(T7) 72.5%
(T7) 53.4%
96.8%
125.3%
85.6%
TORNILLOS
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8.0 CIMENTACION: Tipo placa – pedestales y viga de amarre. -Con las reacciones en la condición nueva + refuerzo y con un suelo de 1.5 Kg/Cm2. La Cimentación cumple para el chequeo de arrancamiento, capacidad y Volcamiento. Anexo memoria de la verificación de la cimentación. Placa base y pernos de anclaje: Ok. Cumple. Anexo memoria de la verificación placa-pernos.
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9.0 INSPECCION TECNICA. PINTURA: Se encuentra en un 80%, en mal estado, se recomienda raspado, lavado y aplicación de pintura en general. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre. ESCALERA DE CABLES: Uno (1) Por el centro de la torre en un 20% de uso. LUCES DE OBSTRUCCION: En mal estado no funcionan. Se debe revisar el sistema eléctrico y cambio de luces de obstrucción y balizaje SISTEMA DE TIERRAS: En buen estado. Se deben reemplazar las platinas de cobre y las terminales. TORNILLOS: ASTM A-394 T0, un 20% en mal estado por oxidación, se recomienda el reemplazo y torque general de la tornillería. Usando tornillos ASTM A-325 Tipo 1.
Anexos: Registro Fotográfico.
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CONDICION ACTUAL. EB. PLANADAS.
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R=39.0000 m
R=39.0000 m
T1
1223.2
4.2
80.0 m
L64x64x10
T2
1223.2
76.0 m
T3
1223.2
72.0 m
T4
1223.2
68.0 m
64.0 m 1269.4
10 @ 4
m
1269.4
N.A.
N.A.
L76x76x10
T5
L76x76x10
50 . 44 73
60.0 m
10 I T=
CxMANTENIMIENTO 2 1 8 ANT FT DISH TV 0.30x1.20m (1 ANT MW(E) Ø2.40m E)
56.0 m
80 - 41.5 73 69 65 61 57 56.5 42 40.5 39.5 19 58.5 57.5 56.5 - 39 53 DESIGNED APPURTENANCE LOADING
T7
1269.4
%
T8
1360.5
52.0 m
ELEVATION
57 - 56.5
2 ANT TV 0.30x1.20m (E)
73 - 58.5
2 ANT TV 0.30x1.20m (E)
57 - 56.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
73 - 58.5 69 - 58.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
56.5 - 53 56.5 - 53
2 ANT TV 0.30x1.20m (E)
69 - 58.5
2 ANT TV 0.30x1.20m (E)
42 - 41.5
2 ANT TV 0.30x1.20m (E)
65 - 57.5
2 ANT TV 0.30x1.20m (E)
40.5
2 ANT TV 0.30x1.20m (E)
65 - 57.5
1 ANT TV 0.30x1.20m (E)
39.5 - 39
2 ANT TV 0.30x1.20m (E)
61 - 57.5
8 FT DISH (1 ANT MW Ø2.40m E)
19
2 ANT TV 0.30x1.20m (E)
61 - 57.5
MATERIAL STRENGTH
1360.5
A572-50
Fy 344738 kPa
Fu 448159 kPa
1560.6
1@4
Fu 399896 kPa
Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 127.3%
1767.0
32.5 m 1 @ 3.5
4.849 5.59
Fy 248211 kPa
1. 2. 3. 4.
36.5 m
29.0 m 1996.9
6.239
L76x76x8
L76x76x10
25.0 m
2442.2
5@4
21.0 m
17.0 m
2872.2
10.715
MAX. CORNER REACTIONS AT BASE: DOWN: 39897 kg UPLIFT: -17841 kg SHEAR: 17796 kg
9.0 m
11.96
AXIAL 44148 kg 4232.7
L102x102x6
13.0 m
1@9
T19
L76x76x8
T18
L102x102x8
2655.7
9.47
L127x127x13
T16
N.A.
8.225
2208.6
6.98
L102x102x8
GRADE A36
TOWER DESIGN NOTES
1359.4
1 @ 3.5
A36
T12 T13
ELEVATION
2 ANT TV 0.30x1.20m (E)
40.0 m
T14 T15
TYPE
80
GRADE A572-50
T10
TYPE
CxMANTENIMIENTO
44.0 m
T11
L102x102x10
T9
1360.5
48.0 m
T17
R=39.0000 m
PLAN
= LC
T6
HS
L76x76x10
E 16
R=39.0000 m
SHEAR 21881 kg
MOMENT 738972 kg-m
33877.4 Weight (kg)
# Panels @ (m)
Face Width (m)
Inner Bracing
Horizontals
Top Girts
Diagonal Grade
Diagonals
Leg Grade
Legs
2640 kg R=39.0000 m
kg 22
Section
0.0 m
52
18.1
4505 kg
TORQUE 7810 kg-m REACTIONS - 120 kph WIND
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC80m PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS.eri
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
1 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
SALIDA 1 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISI Y DISEÑOS.
Tower Input Data The main tower is a 4x guyed tower with an overall height of 80.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 4.2000 m at the top and 18.1000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. Pressures are calculated at each section. Safety factor used in guy design is 2. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
uy G A
G uy
B
Ing. C. Londoño M.
X Z
uy G C
Face D
W in d
45
G uy
D
Wind 90
Face C
Face A
Face B
Wind 0
Square Corner M ounted Guyed To wer
Tower Section Geometry Tower Section
Tower Elevation
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19
m 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
Assembly Database
Description
Section Width m 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.8490 5.5900 6.2390 6.9800 8.2250 9.4700 10.7150 11.9600
Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
3 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19
m 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
m 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000
X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down
Has K Brace End Panels No No No No No No No No No No No No No No No No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 80.0000-76.0000 T2 76.0000-72.0000 T3 72.0000-68.0000 T4 68.0000-64.0000 T5 64.0000-60.0000 T6 60.0000-56.0000 T7 56.0000-52.0000 T8 52.0000-48.0000 T9 48.0000-44.0000 T10 44.0000-40.0000 T11 40.0000-36.5000 T12 36.5000-32.5000 T13 32.5000-29.0000 T14 29.0000-25.0000 T15
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L64x64x10
Equal Angle
L76x76x10
Equal Angle
L64x64x10
Equal Angle
L76x76x10
Equal Angle
L64x64x10
Equal Angle
L76x76x10
Equal Angle
L64x64x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L102x102x10
Equal Angle
L76x76x10
Equal Angle
L102x102x10
Equal Angle
L76x76x10
Equal Angle
L102x102x10
Equal Angle
L76x76x10
Equal Angle
L102x102x10
Equal Angle
L102x102x8
Equal Angle
L102x102x10
Equal Angle
L102x102x8
Equal Angle
L127x127x13
Equal Angle
L102x102x8
Equal Angle
L127x127x13
Equal Angle
L102x102x8
Equal Angle
L127x127x13
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50
Equal Angle
L102x102x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Tower Elevation m 25.0000-21.0000 T16 21.0000-17.0000 T17 17.0000-13.0000 T18 13.0000-9.0000 T19 9.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
4 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg Type
Leg Size
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Leg Grade (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Diagonal Type
Diagonal Size
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L76x76x8
Designed by
Ing. C. Londoño M.
Diagonal Grade (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T1 80.0000-76.0000 T2 76.0000-72.0000 T3 72.0000-68.0000 T4 68.0000-64.0000 T5 64.0000-60.0000 T6 60.0000-56.0000 T7 56.0000-52.0000 T8 52.0000-48.0000 T9 48.0000-44.0000 T10 44.0000-40.0000
Top Girt Type
Top Girt Size
Top Girt Grade
Bottom Girt Type
Equal Angle
L76x76x10
Equal Angle
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Bottom Girt Size
Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle Equal Angle
Tower Section Geometry (cont’d) Tower Elevation m T11 40.0000-36.5000 T12 36.5000-32.5000 T13 32.5000-29.0000 T14 29.0000-25.0000 T15
No. of Mid Girts None
Mid Girt Type
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L102x102x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 25.0000-21.0000 T16 21.0000-17.0000 T17 17.0000-13.0000 T18 13.0000-9.0000 T19 9.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Tower Elevation
5 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
No. of Mid Girts
Mid Girt Type
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
Mid Girt Size
Mid Girt Grade
(248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Horizontal Type
Horizontal Size
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Ing. C. Londoño M.
Horizontal Grade
(248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T11 40.0000-36.5000 T12 36.5000-32.5000 T13 32.5000-29.0000 T14 29.0000-25.0000 T15 25.0000-21.0000 T16 21.0000-17.0000 T17 17.0000-13.0000 T18 13.0000-9.0000 T19 9.0000-0.0000
Secondary Horizontal Type
Secondary Horizontal Size
Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 80.0000-76.00 00 T2 76.0000-72.00 00 T3 72.0000-68.00 00
m2 0.0000
mm 0
0.0000 0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1.1
1
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0
A36 (248211 kPa)
1.1
1
1.5
0
0
Page
Job
RISATower
6 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T4 68.0000-64.00 00 T5 64.0000-60.00 00 T6 60.0000-56.00 00 T7 56.0000-52.00 00 T8 52.0000-48.00 00 T9 48.0000-44.00 00 T10 44.0000-40.00 00 T11 40.0000-36.50 00 T12 36.5000-32.50 00 T13 32.5000-29.00 00 T14 29.0000-25.00 00 T15 25.0000-21.00 00 T16 21.0000-17.00 00 T17 17.0000-13.00 00 T18 13.0000-9.000 0 T19 9.0000-0.0000
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1.1
1
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.4
1
1.5
0
0
RISATower I. P. DOLMEN S.A.
7 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
m T1 80.0000-76.00 00 T2 76.0000-72.00 00 T3 72.0000-68.00 00 T4 68.0000-64.00 00 T5 64.0000-60.00 00 T6 60.0000-56.00 00 T7 56.0000-52.00 00 T8 52.0000-48.00 00 T9 48.0000-44.00 00 T10 44.0000-40.00 00 T11 40.0000-36.50 00 T12 36.5000-32.50 00 T13 32.5000-29.00 00 T14 29.0000-25.00 00 T15 25.0000-21.00 00 T16 21.0000-17.00 00 T17 17.0000-13.00 00 T18 13.0000-9.000
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
0.5
No
No
0.5
1 1
No
No
0.5
No
No
No
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 0.5
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.25
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.25
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.25
1 1
1 1
No
No
0.5
1 1
0.5 0.5
1 1
1 1
0.5 0.25
1 1
1 1
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds
Legs
X Brace Diags X Y
K Brace Diags X Y
K Factors1 Single Girts Diags
Horiz.
Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y 0 T19 No No 0.25 1 0.25 1 1 0.25 1 1 9.0000-0.0000 1 0.25 1 1 0.25 1 1 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d) Tower Elevation m
T1 80.0000-76.00 00 T2 76.0000-72.00 00 T3 72.0000-68.00 00 T4 68.0000-64.00 00 T5 64.0000-60.00 00 T6 60.0000-56.00 00 T7 56.0000-52.00 00 T8 52.0000-48.00 00 T9 48.0000-44.00 00 T10 44.0000-40.00 00 T11 40.0000-36.50 00 T12 36.5000-32.50 00 T13 32.5000-29.00 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
U
1
Net Width Deduct mm 0
0
1
1
0
0
1
1
0
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Leg
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T14 29.0000-25.00 00 T15 25.0000-21.00 00 T16 21.0000-17.00 00 T17 17.0000-13.00 00 T18 13.0000-9.000 0 T19 9.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Tower Elevation m
9 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
Tower Section Geometry (cont’d) Tower Elevation m
T1 80.0000-76.00 00 T2 76.0000-72.00 00 T3 72.0000-68.00 00 T4 68.0000-64.00 00 T5 64.0000-60.00 00 T6 60.0000-56.00 00 T7 56.0000-52.00 00 T8 52.0000-48.00 00 T9 48.0000-44.00 00
Leg Connection Type
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
Sleeve SS
19 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
19 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
2
16 A394T0
2
16 A394T0
16 A394T0
2
16 A394T0
2
6
16 A394T0
2
16 A394T0
19 A394T0
8
16 A394T0
2
Sleeve SS
19 A394T0
8
16 A394T0
Sleeve SS
19 A394T0
8
Sleeve SS
19 A394T0
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
2
16 A394T0
16 A394T0
2
8
16 A394T0
8
16 A394T0
6
Bolt Size mm 16 A394T0
No.
2
16 A394T0
16 A394T0
2
0
16 A394T0
16 A394T0
0
2
16 A394T0
16 A394T0
2
2
16 A394T0
2
16 A394T0
2
Bolt Size mm 16 A394T0
No.
0
16 A394T0
0
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
2
0
2
0
0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T10 44.0000-40.00 00 T11 40.0000-36.50 00 T12 36.5000-32.50 00 T13 32.5000-29.00 00 T14 29.0000-25.00 00 T15 25.0000-21.00 00 T16 21.0000-17.00 00 T17 17.0000-13.00 00 T18 13.0000-9.000 0 T19 9.0000-0.0000
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 19 A394T0
No.
Sleeve SS
19 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
19 A394T0
12
Sleeve SS
19 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
3
16 A394T0
0
16 A394T0
16 A394T0
3
16 A394T0
0
12
16 A394T0
3
16 A394T0
19 A394T0
6
16 A394T0
3
Sleeve SS
19 A394T0
6
16 A394T0
Sleeve SS
19 A394T0
12
Sleeve SS
19 A394T0
Sleeve SS Sleeve SS
Sleeve SS
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Leg Connection Type
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Tower Elevation m
10 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
0
16 A394T0
16 A394T0
0
0
16 A394T0
16 A394T0
0
3
16 A394T0
16 A394T0
3
16
16 A394T0
19 A394T0
8
19 A394T0
8
4
Ing. C. Londoño M.
Bolt Size mm 16 A394T0
No.
2
16 A394T0
16 A394T0
2
0
16 A394T0
16 A394T0
0
0
16 A394T0
16 A394T0
0
3
16 A394T0
16 A394T0
3
16 A394T0
3
2
Bolt Size mm 16 A394T0
No.
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
0
16 A394T0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A394T0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
2
0
2
0
0
Guy Data Guy Elevation
Guy Grade
m 64
EHS
A B C D
Guy Size
Initial Tension
16 16 16 16
kg 1923.23 1923.23 1923.23 1923.23
%
Guy Modulus
kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7
Guy Weight
Lu
Anchor Radius
kglm 1.21 1.21 1.21 1.21
m 73.3824 73.3824 73.3824 73.3824
m 39.0000 39.0000 39.0000 39.0000
Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000
Anchor Elevation m 0.0000 0.0000 0.0000 0.0000
End Fitting Efficiency % 100% 100% 100% 100%
Page
Job
RISATower
11 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Guy Data(cont’d) Guy Elevation m
Mount Type
64
Corner
Torque-Arm Spread
Torque-Arm Leg Angle
m
°
Torque-Arm Style
Torque-Arm Grade
Torque-Arm Type
Torque-Arm Size
Guy Data (cont’d) Guy Elevation m 64.0000
Diagonal Grade
Diagonal Type
Upper Diagonal Size
A572-50 (344738 kPa)
Solid Round
Lower Diagonal Size
Is Strap.
Pull-Off Grade
Pull-Off Type
A572-50 (344738 kPa)
Solid Round
Pull-Off Size
Guy Data (cont’d) Guy Elevation m 64
Cable Weight A kg 88.78
Cable Weight B kg 88.78
Cable Weight C kg 88.78
Cable Weight D kg 88.78
Tower Intercept A m 1.6619 4.0 sec/pulse
Tower Intercept B m 1.6619 4.0 sec/pulse
Tower Intercept C m 1.6619 4.0 sec/pulse
Tower Intercept D m 1.6619 4.0 sec/pulse
Guy Data (cont’d) Guy Elevation m 64
Calc K Single Angles No
Calc K Solid Rounds No
Torque Arm Kx Ky
Kx
Pull Off Ky
Diagonal Kx Ky
1
1
1
1
Guy Data (cont’d) Guy Elevation m 64
Bolt Size mm 16 A394T0
Torque-Arm Number Net Width Deduct mm 0 0
U
Bolt Size mm
0.75
16 A394T0
Pull Off Number Net Width Deduct mm 0 0
U
Bolt Size mm
0.75
16 A394T0
Diagonal Number Net Width Deduct mm 0 0
U
0.75
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
12 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Guy Pressures Guy Elevation m 64
Guy Location A B C D
z
qz
m 32.0000 32.0000 32.0000 32.0000
kPa 0.95 0.95 0.95 0.95
qz Ice kPa
Ice Thickness mm
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (2 ANT TV E) 1/2 (2 ANT TV E) 1/2 (1 ANT TV E) 7/8 (1 ANT MW E)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 73.0000 - 0.0000
2
2
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
kglm 0.37
D
No
Ar (CfAe)
69.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
65.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
61.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
57.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
53.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
42.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
40.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
39.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
19.0000 - 0.0000
1
1
28
28
0.80
Feed Line/Linear Appurtenances Section Areas Tower Section
Weight
T1
Tower Elevation m 80.0000-76.0000
T2
76.0000-72.0000
T3
72.0000-68.0000
T4
68.0000-64.0000
Face
AR
AF
A B C D A B C D A B C D A B C D
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.000 0.147 0.000 0.000 0.000 0.265
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.74 0.00 0.00 0.00 3.72 0.00 0.00 0.00 6.70
RISATower I. P. DOLMEN S.A.
Tower Section T5
Tower Elevation m 64.0000-60.0000
T6
60.0000-56.0000
T7
56.0000-52.0000
T8
52.0000-48.0000
T9
48.0000-44.0000
T10
44.0000-40.0000
T11
40.0000-36.5000
T12
36.5000-32.5000
T13
32.5000-29.0000
T14
29.0000-25.0000
T15
25.0000-21.0000
T16
21.0000-17.0000
T17
17.0000-13.0000
T18
13.0000-9.0000
T19
9.0000-0.0000
13 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 0.000 0.000 0.383 0.000 0.000 0.000 0.501 0.000 0.000 0.000 0.619 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.744 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.773 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.940 0.000 0.000 0.000 0.997 0.000 0.000 0.000 0.997 0.000 0.000 0.000 2.243
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 9.67 0.00 0.00 0.00 12.65 0.00 0.00 0.00 15.63 0.00 0.00 0.00 17.86 0.00 0.00 0.00 17.86 0.00 0.00 0.00 18.79 0.00 0.00 0.00 19.16 0.00 0.00 0.00 22.32 0.00 0.00 0.00 19.53 0.00 0.00 0.00 22.32 0.00 0.00 0.00 22.32 0.00 0.00 0.00 23.93 0.00 0.00 0.00 25.54 0.00 0.00 0.00 25.54 0.00 0.00 0.00 57.46
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
14 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
13:51:22 09/24/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19
m 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 0 8 41 72 98 126 153 157 158 165 176 206 198 223 228 263 296 312 492
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CPZ Ice mm 0 8 41 72 98 126 153 157 158 165 176 206 198 223 228 263 296 312 492
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 80.0000
Offset From Centroid m 0.0000
Azimuth Angle
Weight
° 0.0000 No Ice Service
kg 320.00 320.00
Fx
Fz
Wind Force
kg
kg
kg
0.00 0.00
0.00 0.00
CAAC m2 0.0000 0.0000
0.00 0.00
Discrete Tower Loads Description
Face or Leg
Offset Type
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
Offsets: Horz Lateral Vert m m m 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
58.5000 73.0000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000 73.0000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000 69.0000
No Ice
0.3000
0.0800
24.00
RISATower
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face or Leg
15 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Leg
2 ANT TV 0.30x1.20m (E)
A
From Leg
1 ANT TV 0.30x1.20m (E)
A
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
58.5000 69.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 65.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 65.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 61.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 61.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 57.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 57.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 53.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 53.0000
No Ice
0.3000
0.0800
24.00
0.0000
41.5000 42.0000
No Ice
0.3000
0.0800
24.00
0.0000
40.5000
No Ice
0.3000
0.0800
24.00
0.0000
39.5000 39.0000
No Ice
0.1500
0.0400
12.00
Dishes Description
Face or Leg
Dish Type
Offset Type
8 FT DISH (1 ANT MW Ø2.40m E)
D
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
° Worst
°
m 19.0000
m 2.4384
No Ice
Aperture Area
Weight
m2 4.6730
kg 113.85
Page
Job
RISATower
16 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Tower Pressures - No Ice GH = 1.096 Section Elevation
z
KZ
qz
AG
m 78.0000
1.795
kPa 1.22
m2 16.955
T2 76.0000-72.00 00
74.0000
1.769
1.21
16.955
T3 72.0000-68.00 00
70.0000
1.741
1.19
16.955
T4 68.0000-64.00 00
66.0000
1.712
1.17
16.955
T5 64.0000-60.00 00
62.0000
1.681
1.15
16.980
T6 60.0000-56.00 00
58.0000
1.65
1.12
16.980
T7 56.0000-52.00 00
54.0000
1.616
1.10
16.980
T8 52.0000-48.00 00
50.0000
1.581
1.08
17.030
T9 48.0000-44.00 00
46.0000
1.544
1.05
17.030
T10 44.0000-40.00 00
42.0000
1.504
1.03
17.030
T11 40.0000-36.50 00
38.2500
1.465
1.00
16.038
T12 36.5000-32.50 00
34.5000
1.422
0.97
21.109
T13 32.5000-29.00 00
30.7500
1.376
0.94
20.955
T14 29.0000-25.00
27.0000
1.326
0.90
26.729
m T1 80.0000-76.00 00
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
AF
AR
Aleg
m2 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.973 1.973 1.973 1.973 1.971 1.971 1.971 1.971 1.971 1.971 1.971 1.971 2.191 2.191 2.191 2.191 2.186 2.186 2.186 2.186 2.186 2.186 2.186 2.186 2.255 2.255 2.255 2.255 2.590 2.590 2.590 2.590 2.701 2.701 2.701 2.701 3.063 3.063
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.000 0.147 0.000 0.000 0.000 0.265 0.000 0.000 0.000 0.383 0.000 0.000 0.000 0.501 0.000 0.000 0.000 0.619 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.744 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.773 0.000 0.000
m2 0.508
0.508
0.508
0.508
0.610
0.610
0.610
0.813
0.813
0.813
0.717
0.820
0.897
1.025
Leg %
27.27 27.27 27.27 27.27 27.27 27.27 27.27 26.84 27.27 27.27 27.27 25.27 27.27 27.27 27.27 23.87 30.89 30.89 30.89 25.87 30.93 30.93 30.93 24.66 30.93 30.93 30.93 23.54 37.09 37.09 37.09 28.04 37.18 37.18 37.18 28.09 37.18 37.18 37.18 27.74 31.81 31.81 31.81 23.80 31.66 31.66 31.66 23.60 33.20 33.20 33.20 25.81 33.46 33.46
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
m
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section Elevation
17 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
KZ
m
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
00 T15 25.0000-21.00 00
23.0000
1.267
0.86
30.703
T16 21.0000-17.00 00
19.0000
1.199
0.82
35.683
T17 17.0000-13.00 00
15.0000
1.121
0.76
40.663
T18 13.0000-9.000 0
11.0000
1.026
0.70
45.643
T19 9.0000-0.0000
4.5000
1
0.68
135.958
F a c e C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 3.063 3.063 3.470 3.470 3.470 3.470 3.735 3.735 3.735 3.735 4.006 4.006 4.006 4.006 4.282 4.282 4.282 4.282 8.019 8.019 8.019 8.019
m2 0.000 0.884 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.940 0.000 0.000 0.000 0.997 0.000 0.000 0.000 0.997 0.000 0.000 0.000 2.243
m2
Leg %
33.46 25.96 29.98 29.98 29.98 23.90 27.86 27.86 27.86 22.25 25.97 25.97 25.97 20.80 24.30 24.30 24.30 19.71 31.65 31.65 31.65 24.73
1.040
1.040
1.040
1.040
2.538
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Pressure - Service GH = 1.096 Section Elevation
z
KZ
qz
AG
m 78.0000
1.795
kPa 0.31
m2 16.955
T2 76.0000-72.00 00
74.0000
1.769
0.30
16.955
T3 72.0000-68.00 00
70.0000
1.741
0.30
16.955
T4 68.0000-64.00 00
66.0000
1.712
0.29
16.955
T5 64.0000-60.00 00
62.0000
1.681
0.29
16.980
T6 60.0000-56.00 00
58.0000
1.65
0.28
16.980
T7
54.0000
1.616
0.28
16.980
m T1 80.0000-76.00 00
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A
AF
AR
Aleg
m2 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.973 1.973 1.973 1.973 1.971 1.971 1.971 1.971 1.971
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.029 0.000 0.000 0.000 0.147 0.000 0.000 0.000 0.265 0.000 0.000 0.000 0.383 0.000 0.000 0.000 0.501 0.000
m2 0.508
0.508
0.508
0.508
0.610
0.610
0.610
Leg %
27.27 27.27 27.27 27.27 27.27 27.27 27.27 26.84 27.27 27.27 27.27 25.27 27.27 27.27 27.27 23.87 30.89 30.89 30.89 25.87 30.93 30.93 30.93 24.66 30.93
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
m 56.0000-52.00 00
m
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section Elevation
18 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T8 52.0000-48.00 00
50.0000
1.581
0.27
17.030
T9 48.0000-44.00 00
46.0000
1.544
0.26
17.030
T10 44.0000-40.00 00
42.0000
1.504
0.26
17.030
T11 40.0000-36.50 00
38.2500
1.465
0.25
16.038
T12 36.5000-32.50 00
34.5000
1.422
0.24
21.109
T13 32.5000-29.00 00
30.7500
1.376
0.23
20.955
T14 29.0000-25.00 00
27.0000
1.326
0.23
26.729
T15 25.0000-21.00 00
23.0000
1.267
0.22
30.703
T16 21.0000-17.00 00
19.0000
1.199
0.20
35.683
T17 17.0000-13.00 00
15.0000
1.121
0.19
40.663
T18 13.0000-9.000 0
11.0000
1.026
0.17
45.643
T19 9.0000-0.0000
4.5000
1
0.17
135.958
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 1.971 1.971 1.971 2.191 2.191 2.191 2.191 2.186 2.186 2.186 2.186 2.186 2.186 2.186 2.186 2.255 2.255 2.255 2.255 2.590 2.590 2.590 2.590 2.701 2.701 2.701 2.701 3.063 3.063 3.063 3.063 3.470 3.470 3.470 3.470 3.735 3.735 3.735 3.735 4.006 4.006 4.006 4.006 4.282 4.282 4.282 4.282 8.019 8.019 8.019 8.019
m2 0.000 0.000 0.619 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.707 0.000 0.000 0.000 0.744 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.773 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.884 0.000 0.000 0.000 0.940 0.000 0.000 0.000 0.997 0.000 0.000 0.000 0.997 0.000 0.000 0.000 2.243
m2
0.813
0.813
0.813
0.717
0.820
0.897
1.025
1.040
1.040
1.040
1.040
2.538
Leg %
30.93 30.93 23.54 37.09 37.09 37.09 28.04 37.18 37.18 37.18 28.09 37.18 37.18 37.18 27.74 31.81 31.81 31.81 23.80 31.66 31.66 31.66 23.60 33.20 33.20 33.20 25.81 33.46 33.46 33.46 25.96 29.98 29.98 29.98 23.90 27.86 27.86 27.86 22.25 25.97 25.97 25.97 20.80 24.30 24.30 24.30 19.71 31.65 31.65 31.65 24.73
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
19 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 80.0000-76.00 00
0.00
kg 1223.17
T2 76.0000-72.00 00
0.74
1223.17
T3 72.0000-68.00 00
3.72
1223.17
T4 68.0000-64.00 00
6.70
1223.17
T5 64.0000-60.00 00
9.67
1269.36
T6 60.0000-56.00 00
12.65
1269.36
T7 56.0000-52.00 00
15.63
1269.36
T8 52.0000-48.00 00
17.86
1360.51
T9 48.0000-44.00 00
17.86
1360.51
T10 44.0000-40.00 00
18.79
1360.51
T11 40.0000-36.50 00
19.16
1359.36
T12 36.5000-32.50 00
22.32
1560.57
T13 32.5000-29.00 00
19.53
1766.99
T14 29.0000-25.00 00
22.32
1996.86
T15
22.32
2208.60
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
e
0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.112 0.11 0.11 0.11 0.119 0.11 0.11 0.11 0.126 0.116 0.116 0.116 0.139 0.116 0.116 0.116 0.146 0.116 0.116 0.116 0.153 0.129 0.129 0.129 0.17 0.128 0.128 0.128 0.17 0.128 0.128 0.128 0.172 0.141 0.141 0.141 0.188 0.123 0.123 0.123 0.165 0.129 0.129 0.129 0.166 0.115 0.115 0.115 0.148 0.113
CF
RR
3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.391 3.4 3.4 3.4 3.357 3.4 3.4 3.4 3.322 3.368 3.368 3.368 3.258 3.369 3.369 3.369 3.226 3.369 3.369 3.369 3.193 3.307 3.307 3.307 3.112 3.308 3.308 3.308 3.113 3.308 3.308 3.308 3.103 3.249 3.249 3.249 3.033 3.336 3.336 3.336 3.137 3.306 3.306 3.306 3.132 3.376 3.376 3.376 3.216 3.384
0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.577 0.576 0.576 0.576 0.578 0.577 0.577 0.577 0.58 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.582 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.58 0.58 0.58 0.588 0.578 0.578 0.578 0.584 0.578 0.578 0.578 0.584 0.577 0.577 0.577 0.581 0.577
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.880 1.863 1.863 1.863 1.948 1.863 1.863 1.863 2.016 1.973 1.973 1.973 2.196 1.971 1.971 1.971 2.262 1.971 1.971 1.971 2.331 2.191 2.191 2.191 2.605 2.186 2.186 2.186 2.600 2.186 2.186 2.186 2.622 2.255 2.255 2.255 2.701 2.590 2.590 2.590 3.106 2.701 2.701 2.701 3.152 3.063 3.063 3.063 3.576 3.470
kg 866.36
kglm 216.59
D
859.00
214.75
D
867.12
216.78
D
873.54
218.39
D
916.25
229.06
D
916.91
229.23
D
916.45
229.11
D
976.34
244.08
D
951.90
237.97
D
932.31
233.08
D
913.96
261.13
D
1055.57
263.89
D
1034.90
295.68
D
1161.70
290.43
D
1246.39
311.60
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m 25.0000-21.00 00
kg
kg
T16 21.0000-17.00 00
23.93
2442.21
T17 17.0000-13.00 00
25.54
2655.67
T18 13.0000-9.000 0
25.54
2872.20
T19 9.0000-0.0000
57.46
4232.66
Sum Weight:
341.73
33877.40
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
20 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e B C D A B C D A B C D A B C D A B C D
e
0.113 0.113 0.142 0.105 0.105 0.105 0.131 0.099 0.099 0.099 0.123 0.094 0.094 0.094 0.116 0.059 0.059 0.059 0.075
CF
RR
3.384 3.384 3.244 3.426 3.426 3.426 3.296 3.458 3.458 3.458 3.335 3.482 3.482 3.482 3.371 3.666 3.666 3.666 3.577
0.577 0.577 0.58 0.576 0.576 0.576 0.579 0.575 0.575 0.575 0.578 0.574 0.574 0.574 0.577 0.572 0.572 0.572 0.573
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Designed by
Ing. C. Londoño M.
AE
F
w
Ctrl. Face
m2 3.470 3.470 3.982 3.735 3.735 3.735 4.279 4.006 4.006 4.006 4.581 4.282 4.282 4.282 4.856 8.019 8.019 8.019 9.303
kg
kglm
1288.25
322.06
D
1304.56
326.14
D
1279.46
319.86
D
2535.37
281.71
D
20896.32
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 80.0000-76.00 00
0.00
kg 1223.17
T2 76.0000-72.00 00
0.74
1223.17
T3 72.0000-68.00 00
3.72
1223.17
T4 68.0000-64.00 00
6.70
1223.17
T5 64.0000-60.00 00
9.67
1269.36
T6 60.0000-56.00 00
12.65
1269.36
T7 56.0000-52.00 00
15.63
1269.36
T8
17.86
1360.51
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
e
0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.112 0.11 0.11 0.11 0.119 0.11 0.11 0.11 0.126 0.116 0.116 0.116 0.139 0.116 0.116 0.116 0.146 0.116 0.116 0.116 0.153 0.129
CF
RR
DF
DR
3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.391 3.4 3.4 3.4 3.357 3.4 3.4 3.4 3.322 3.368 3.368 3.368 3.258 3.369 3.369 3.369 3.226 3.369 3.369 3.369 3.193 3.307
0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.577 0.576 0.576 0.576 0.578 0.577 0.577 0.577 0.58 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.582 0.578
1.082 1.082 1.082 1.082 1.082 1.082 1.082 1.084 1.082 1.082 1.082 1.089 1.082 1.082 1.082 1.094 1.087 1.087 1.087 1.104 1.087 1.087 1.087 1.109 1.087 1.087 1.087 1.114 1.097
1.082 1.082 1.082 1.082 1.082 1.082 1.082 1.084 1.082 1.082 1.082 1.089 1.082 1.082 1.082 1.094 1.087 1.087 1.087 1.104 1.087 1.087 1.087 1.109 1.087 1.087 1.087 1.114 1.097
AE
F
w
Ctrl. Face
m2 2.017 2.017 2.017 2.017 2.017 2.017 2.017 2.038 2.017 2.017 2.017 2.121 2.017 2.017 2.017 2.206 2.145 2.145 2.145 2.424 2.142 2.142 2.142 2.509 2.142 2.142 2.142 2.598 2.403
kg 937.76
kglm 234.44
D
930.91
232.73
D
944.24
236.06
D
955.78
238.95
D
1011.62
252.90
D
1017.01
254.25
D
1021.27
255.32
D
1100.97
275.24
D
RISATower
Page
Job
21 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation
Add Weight
Self Weight
m 52.0000-48.00 00
kg
kg
T9 48.0000-44.00 00
17.86
1360.51
T10 44.0000-40.00 00
18.79
1360.51
T11 40.0000-36.50 00
19.16
1359.36
T12 36.5000-32.50 00
22.32
1560.57
T13 32.5000-29.00 00
19.53
1766.99
T14 29.0000-25.00 00
22.32
1996.86
T15 25.0000-21.00 00
22.32
2208.60
T16 21.0000-17.00 00
23.93
2442.21
T17 17.0000-13.00 00
25.54
2655.67
T18 13.0000-9.000 0
25.54
2872.20
T19 9.0000-0.0000
57.46
4232.66
Sum Weight:
341.73
33877.40
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.129 0.129 0.17 0.128 0.128 0.128 0.17 0.128 0.128 0.128 0.172 0.141 0.141 0.141 0.188 0.123 0.123 0.123 0.165 0.129 0.129 0.129 0.166 0.115 0.115 0.115 0.148 0.113 0.113 0.113 0.142 0.105 0.105 0.105 0.131 0.099 0.099 0.099 0.123 0.094 0.094 0.094 0.116 0.059 0.059 0.059 0.075
CF
RR
DF
DR
3.307 3.307 3.112 3.308 3.308 3.308 3.113 3.308 3.308 3.308 3.103 3.249 3.249 3.249 3.033 3.336 3.336 3.336 3.137 3.306 3.306 3.306 3.132 3.376 3.376 3.376 3.216 3.384 3.384 3.384 3.244 3.426 3.426 3.426 3.296 3.458 3.458 3.458 3.335 3.482 3.482 3.482 3.371 3.666 3.666 3.666 3.577
0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.58 0.58 0.58 0.588 0.578 0.578 0.578 0.584 0.578 0.578 0.578 0.584 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.58 0.576 0.576 0.576 0.579 0.575 0.575 0.575 0.578 0.574 0.574 0.574 0.577 0.572 0.572 0.572 0.573
1.097 1.097 1.128 1.096 1.096 1.096 1.127 1.096 1.096 1.096 1.129 1.105 1.105 1.105 1.141 1.092 1.092 1.092 1.123 1.097 1.097 1.097 1.124 1.086 1.086 1.086 1.111 1.085 1.085 1.085 1.106 1.078 1.078 1.078 1.098 1.074 1.074 1.074 1.092 1.07 1.07 1.07 1.087 1.044 1.044 1.044 1.057
1.097 1.097 1.128 1.096 1.096 1.096 1.127 1.096 1.096 1.096 1.129 1.105 1.105 1.105 1.141 1.092 1.092 1.092 1.123 1.097 1.097 1.097 1.124 1.086 1.086 1.086 1.111 1.085 1.085 1.085 1.106 1.078 1.078 1.078 1.098 1.074 1.074 1.074 1.092 1.07 1.07 1.07 1.087 1.044 1.044 1.044 1.057
Designed by
Ing. C. Londoño M.
AE
F
w
Ctrl. Face
m2 2.403 2.403 2.938 2.397 2.397 2.397 2.931 2.397 2.397 2.397 2.960 2.493 2.493 2.493 3.082 2.828 2.828 2.828 3.489 2.962 2.962 2.962 3.544 3.326 3.326 3.326 3.972 3.764 3.764 3.764 4.406 4.028 4.028 4.028 4.699 4.302 4.302 4.302 5.004 4.583 4.583 4.583 5.278 8.373 8.373 8.373 9.830
kg
kglm
1073.20
268.30
D
1052.63
263.16
D
1042.77
297.93
D
1185.84
296.46
D
1163.57
332.45
D
1290.35
322.59
D
1378.94
344.73
D
1414.83
353.71
D
1424.92
356.23
D
1390.42
347.61
D
2678.89
297.65
D
23015.93
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg T1
0.00
Self Weight kg 1223.17
F a c e A
e
0.11
CF
3.4
RR
0.576
DF
DR
1
1
AE
F
m2 1.863
kg 216.59
w
kglm 54.15
Ctrl. Face
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m 80.0000-76.00 00
kg
kg
T2 76.0000-72.00 00
0.74
1223.17
T3 72.0000-68.00 00
3.72
1223.17
T4 68.0000-64.00 00
6.70
1223.17
T5 64.0000-60.00 00
9.67
1269.36
T6 60.0000-56.00 00
12.65
1269.36
T7 56.0000-52.00 00
15.63
1269.36
T8 52.0000-48.00 00
17.86
1360.51
T9 48.0000-44.00 00
17.86
1360.51
T10 44.0000-40.00 00
18.79
1360.51
T11 40.0000-36.50 00
19.16
1359.36
T12 36.5000-32.50 00
22.32
1560.57
T13 32.5000-29.00 00
19.53
1766.99
T14 29.0000-25.00 00
22.32
1996.86
T15 25.0000-21.00 00
22.32
2208.60
T16
23.93
2442.21
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
22 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
e
0.11 0.11 0.11 0.11 0.11 0.11 0.112 0.11 0.11 0.11 0.119 0.11 0.11 0.11 0.126 0.116 0.116 0.116 0.139 0.116 0.116 0.116 0.146 0.116 0.116 0.116 0.153 0.129 0.129 0.129 0.17 0.128 0.128 0.128 0.17 0.128 0.128 0.128 0.172 0.141 0.141 0.141 0.188 0.123 0.123 0.123 0.165 0.129 0.129 0.129 0.166 0.115 0.115 0.115 0.148 0.113 0.113 0.113 0.142 0.105
CF
RR
3.4 3.4 3.4 3.4 3.4 3.4 3.391 3.4 3.4 3.4 3.357 3.4 3.4 3.4 3.322 3.368 3.368 3.368 3.258 3.369 3.369 3.369 3.226 3.369 3.369 3.369 3.193 3.307 3.307 3.307 3.112 3.308 3.308 3.308 3.113 3.308 3.308 3.308 3.103 3.249 3.249 3.249 3.033 3.336 3.336 3.336 3.137 3.306 3.306 3.306 3.132 3.376 3.376 3.376 3.216 3.384 3.384 3.384 3.244 3.426
0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.577 0.576 0.576 0.576 0.578 0.577 0.577 0.577 0.58 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.582 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.58 0.58 0.58 0.588 0.578 0.578 0.578 0.584 0.578 0.578 0.578 0.584 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.58 0.576
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 1.863 1.863 1.863 1.863 1.863 1.863 1.880 1.863 1.863 1.863 1.948 1.863 1.863 1.863 2.016 1.973 1.973 1.973 2.196 1.971 1.971 1.971 2.262 1.971 1.971 1.971 2.331 2.191 2.191 2.191 2.605 2.186 2.186 2.186 2.600 2.186 2.186 2.186 2.622 2.255 2.255 2.255 2.701 2.590 2.590 2.590 3.106 2.701 2.701 2.701 3.152 3.063 3.063 3.063 3.576 3.470 3.470 3.470 3.982 3.735
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
214.75
53.69
D
216.78
54.20
D
218.39
54.60
D
229.06
57.27
D
229.23
57.31
D
229.11
57.28
D
244.08
61.02
D
237.97
59.49
D
233.08
58.27
D
228.49
65.28
D
263.89
65.97
D
258.72
73.92
D
290.43
72.61
D
311.60
77.90
D
322.06
80.52
D
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Self Weight
m 21.0000-17.00 00
kg
kg
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Add Weight
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section Elevation
23 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
T17 17.0000-13.00 00
25.54
2655.67
T18 13.0000-9.000 0
25.54
2872.20
T19 9.0000-0.0000
57.46
4232.66
Sum Weight:
341.73
33877.40
F a c e B C D A B C D A B C D A B C D
e
0.105 0.105 0.131 0.099 0.099 0.099 0.123 0.094 0.094 0.094 0.116 0.059 0.059 0.059 0.075
CF
RR
3.426 3.426 3.296 3.458 3.458 3.458 3.335 3.482 3.482 3.482 3.371 3.666 3.666 3.666 3.577
0.576 0.576 0.579 0.575 0.575 0.575 0.578 0.574 0.574 0.574 0.577 0.572 0.572 0.572 0.573
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 3.735 3.735 4.279 4.006 4.006 4.006 4.581 4.282 4.282 4.282 4.856 8.019 8.019 8.019 9.303
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
326.14
81.53
D
319.86
79.97
D
633.84
70.43
D
5224.08
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 80.0000-76.00 00
0.00
kg 1223.17
T2 76.0000-72.00 00
0.74
1223.17
T3 72.0000-68.00 00
3.72
1223.17
T4 68.0000-64.00 00
6.70
1223.17
T5 64.0000-60.00 00
9.67
1269.36
T6 60.0000-56.00 00
12.65
1269.36
T7 56.0000-52.00 00
15.63
1269.36
T8 52.0000-48.00 00
17.86
1360.51
T9
17.86
1360.51
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
e
0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.112 0.11 0.11 0.11 0.119 0.11 0.11 0.11 0.126 0.116 0.116 0.116 0.139 0.116 0.116 0.116 0.146 0.116 0.116 0.116 0.153 0.129 0.129 0.129 0.17 0.128
CF
3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.391 3.4 3.4 3.4 3.357 3.4 3.4 3.4 3.322 3.368 3.368 3.368 3.258 3.369 3.369 3.369 3.226 3.369 3.369 3.369 3.193 3.307 3.307 3.307 3.112 3.308
RR
0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.576 0.577 0.576 0.576 0.576 0.578 0.577 0.577 0.577 0.58 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.582 0.578 0.578 0.578 0.585 0.578
DF
1.082 1.082 1.082 1.082 1.082 1.082 1.082 1.084 1.082 1.082 1.082 1.089 1.082 1.082 1.082 1.094 1.087 1.087 1.087 1.104 1.087 1.087 1.087 1.109 1.087 1.087 1.087 1.114 1.097 1.097 1.097 1.128 1.096
DR
1.082 1.082 1.082 1.082 1.082 1.082 1.082 1.084 1.082 1.082 1.082 1.089 1.082 1.082 1.082 1.094 1.087 1.087 1.087 1.104 1.087 1.087 1.087 1.109 1.087 1.087 1.087 1.114 1.097 1.097 1.097 1.128 1.096
AE
F
w
Ctrl. Face
m2 2.017 2.017 2.017 2.017 2.017 2.017 2.017 2.038 2.017 2.017 2.017 2.121 2.017 2.017 2.017 2.206 2.145 2.145 2.145 2.424 2.142 2.142 2.142 2.509 2.142 2.142 2.142 2.598 2.403 2.403 2.403 2.938 2.397
kg 234.44
kglm 58.61
D
232.73
58.18
D
236.06
59.02
D
238.95
59.74
D
252.90
63.23
D
254.25
63.56
D
255.32
63.83
D
275.24
68.81
D
268.30
67.07
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m 48.0000-44.00 00
kg
kg
T10 44.0000-40.00 00
18.79
1360.51
T11 40.0000-36.50 00
19.16
1359.36
T12 36.5000-32.50 00
22.32
1560.57
T13 32.5000-29.00 00
19.53
1766.99
T14 29.0000-25.00 00
22.32
1996.86
T15 25.0000-21.00 00
22.32
2208.60
T16 21.0000-17.00 00
23.93
2442.21
T17 17.0000-13.00 00
25.54
2655.67
T18 13.0000-9.000 0
25.54
2872.20
T19 9.0000-0.0000
57.46
4232.66
Sum Weight:
341.73
33877.40
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
24 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.128 0.128 0.17 0.128 0.128 0.128 0.172 0.141 0.141 0.141 0.188 0.123 0.123 0.123 0.165 0.129 0.129 0.129 0.166 0.115 0.115 0.115 0.148 0.113 0.113 0.113 0.142 0.105 0.105 0.105 0.131 0.099 0.099 0.099 0.123 0.094 0.094 0.094 0.116 0.059 0.059 0.059 0.075
CF
RR
DF
DR
3.308 3.308 3.113 3.308 3.308 3.308 3.103 3.249 3.249 3.249 3.033 3.336 3.336 3.336 3.137 3.306 3.306 3.306 3.132 3.376 3.376 3.376 3.216 3.384 3.384 3.384 3.244 3.426 3.426 3.426 3.296 3.458 3.458 3.458 3.335 3.482 3.482 3.482 3.371 3.666 3.666 3.666 3.577
0.578 0.578 0.585 0.578 0.578 0.578 0.585 0.58 0.58 0.58 0.588 0.578 0.578 0.578 0.584 0.578 0.578 0.578 0.584 0.577 0.577 0.577 0.581 0.577 0.577 0.577 0.58 0.576 0.576 0.576 0.579 0.575 0.575 0.575 0.578 0.574 0.574 0.574 0.577 0.572 0.572 0.572 0.573
1.096 1.096 1.127 1.096 1.096 1.096 1.129 1.105 1.105 1.105 1.141 1.092 1.092 1.092 1.123 1.097 1.097 1.097 1.124 1.086 1.086 1.086 1.111 1.085 1.085 1.085 1.106 1.078 1.078 1.078 1.098 1.074 1.074 1.074 1.092 1.07 1.07 1.07 1.087 1.044 1.044 1.044 1.057
1.096 1.096 1.127 1.096 1.096 1.096 1.129 1.105 1.105 1.105 1.141 1.092 1.092 1.092 1.123 1.097 1.097 1.097 1.124 1.086 1.086 1.086 1.111 1.085 1.085 1.085 1.106 1.078 1.078 1.078 1.098 1.074 1.074 1.074 1.092 1.07 1.07 1.07 1.087 1.044 1.044 1.044 1.057
AE
F
w
m2 2.397 2.397 2.931 2.397 2.397 2.397 2.960 2.493 2.493 2.493 3.082 2.828 2.828 2.828 3.489 2.962 2.962 2.962 3.544 3.326 3.326 3.326 3.972 3.764 3.764 3.764 4.406 4.028 4.028 4.028 4.699 4.302 4.302 4.302 5.004 4.583 4.583 4.583 5.278 8.373 8.373 8.373 9.830
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
263.16
65.79
D
260.69
74.48
D
296.46
74.12
D
290.89
83.11
D
322.59
80.65
D
344.73
86.18
D
353.71
88.43
D
356.23
89.06
D
347.61
86.90
D
669.72
74.41
D
5753.98
Mast Vectors - No Ice Section No. T1
Section Elevation m 80.0000-76.0000
T2
76.0000-72.0000
Wind Azimuth ° 0 45 90 0 45 90
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
Torque
kg 866.36 937.76 866.36 859.00 930.91 859.00
kg
kg -866.36 -663.10 0.00 -859.00 -658.25 0.00
kg-m -67576 -51722 0 -63564 -48709 2
kg-m
kg-m
0.00 663.10 866.36 0.00 658.25 859.00
0 -51722 -67576 0 -48711 -63566
0 0 0 0 5 7
RISATower I. P. DOLMEN S.A.
Section No. T3
Section Elevation m 72.0000-68.0000
T4
68.0000-64.0000
T5
64.0000-60.0000
T6
60.0000-56.0000
T7
56.0000-52.0000
T8
52.0000-48.0000
T9
48.0000-44.0000
T10
44.0000-40.0000
T11
40.0000-36.5000
T12
36.5000-32.5000
T13
32.5000-29.0000
T14
29.0000-25.0000
T15
25.0000-21.0000
T16
21.0000-17.0000
T17
17.0000-13.0000
T18
13.0000-9.0000
T19
9.0000-0.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
25 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F kg 867.12 944.24 867.12 873.54 955.78 873.54 916.25 1011.62 916.25 916.91 1017.01 916.91 916.45 1021.27 916.45 976.34 1100.97 976.34 951.90 1073.20 951.90 932.31 1052.63 932.31 913.96 1042.77 913.96 1055.57 1185.84 1055.57 1034.90 1163.57 1034.90 1161.70 1290.35 1161.70 1246.39 1378.94 1246.39 1288.25 1414.83 1288.25 1304.56 1424.92 1304.56 1279.46 1390.42 1279.46 2535.37 2678.89 2535.37
Vx kg 0.00 667.68 867.12 0.00 675.84 873.54 0.00 715.32 916.25 0.00 719.14 916.91 0.00 722.15 916.45 0.00 778.50 976.34 0.00 758.86 951.90 0.00 744.32 932.31 0.00 737.35 913.96 0.00 838.52 1055.57 0.00 822.77 1034.90 0.00 912.41 1161.70 0.00 975.06 1246.39 0.00 1000.44 1288.25 0.00 1007.57 1304.56 0.00 983.18 1279.46 0.00 1894.26 2535.37
Vz kg -867.12 -667.68 0.00 -873.54 -675.84 0.00 -916.25 -715.32 0.00 -916.91 -719.14 0.00 -916.45 -722.15 0.00 -976.34 -778.50 0.00 -951.90 -758.86 0.00 -932.31 -744.32 0.00 -913.96 -737.35 0.00 -1055.57 -838.52 0.00 -1034.90 -822.77 0.00 -1161.70 -912.41 0.00 -1246.39 -975.06 0.00 -1288.25 -1000.44 0.00 -1304.56 -1007.57 0.00 -1279.46 -983.18 0.00 -2535.37 -1894.26 0.00
Designed by
Ing. C. Londoño M.
OTMx
OTMz
Torque
kg-m -60691 -46730 8 -57640 -44591 14 -56787 -44330 20 -53154 -41683 27 -49455 -38963 33 -48779 -38888 38 -43750 -34870 38 -39117 -31222 40 -34915 -28160 44 -36359 -28870 58 -31765 -25242 58 -31292 -24561 74 -28582 -22341 85 -24370 -18902 106 -19439 -14985 129 -13929 -10670 145 -10977 -8092 432
kg-m
kg-m
0 -46738 -60699 0 -44606 -57654 0 -44350 -56808 0 -41710 -53181 0 -38996 -49488 0 -38925 -48817 0 -34908 -43787 0 -31261 -39157 0 -28204 -34959 0 -28929 -36417 0 -25300 -31823 0 -24635 -31366 0 -22426 -28667 0 -19008 -24477 0 -15114 -19568 0 -10815 -14074 0 -8524 -11409
0 27 35 0 49 63 0 70 89 0 91 115 0 111 141 0 122 154 0 120 150 0 123 154 0 130 161 0 173 217 0 163 205 0 203 259 0 222 284 0 263 339 0 298 386 0 307 399 0 931 1246
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
26 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 16274.72 20896.32
Vz kg -20896.32 -16274.72 0.00
OTMx
OTMz
Torque
kg-m -772142 -603531 1350
kg-m
kg-m
0 -604881 -773492
0 3409 4406
Mast Vectors - Service Section No. T1
Section Elevation m 80.0000-76.0000
T2
76.0000-72.0000
T3
72.0000-68.0000
T4
68.0000-64.0000
T5
64.0000-60.0000
T6
60.0000-56.0000
T7
56.0000-52.0000
T8
52.0000-48.0000
T9
48.0000-44.0000
T10
44.0000-40.0000
T11
40.0000-36.5000
T12
36.5000-32.5000
T13
32.5000-29.0000
T14
29.0000-25.0000
T15
25.0000-21.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal
F
Vx
Vz
OTMx
OTMz
Torque
kg 216.59 234.44 216.59 214.75 232.73 214.75 216.78 236.06 216.78 218.39 238.95 218.39 229.06 252.90 229.06 229.23 254.25 229.23 229.11 255.32 229.11 244.08 275.24 244.08 237.97 268.30 237.97 233.08 263.16 233.08 228.49 260.69 228.49 263.89 296.46 263.89 258.72 290.89 258.72 290.43 322.59 290.43 311.60
kg
kg -216.59 -165.77 0.00 -214.75 -164.56 0.00 -216.78 -166.92 0.00 -218.39 -168.96 0.00 -229.06 -178.83 0.00 -229.23 -179.78 0.00 -229.11 -180.54 0.00 -244.08 -194.63 0.00 -237.97 -189.72 0.00 -233.08 -186.08 0.00 -228.49 -184.34 0.00 -263.89 -209.63 0.00 -258.72 -205.69 0.00 -290.43 -228.10 0.00 -311.60
kg-m -16894 -12930 0 -15890 -12176 2 -15167 -11677 8 -14399 -11137 14 -14182 -11067 20 -13269 -10401 27 -12339 -9716 33 -12167 -9694 38 -10909 -8689 38 -9750 -7776 40 -8696 -7007 44 -9046 -7174 58 -7898 -6267 58 -7768 -6085 74 -7082
kg-m
kg-m
0.00 165.77 216.59 0.00 164.56 214.75 0.00 166.92 216.78 0.00 168.96 218.39 0.00 178.83 229.06 0.00 179.78 229.23 0.00 180.54 229.11 0.00 194.63 244.08 0.00 189.72 237.97 0.00 186.08 233.08 0.00 184.34 228.49 0.00 209.63 263.89 0.00 205.69 258.72 0.00 228.10 290.43 0.00
0 -12930 -16894 0 -12178 -15891 0 -11684 -15175 0 -11151 -14413 0 -11087 -14202 0 -10427 -13295 0 -9749 -12372 0 -9731 -12204 0 -8727 -10947 0 -7815 -9789 0 -7051 -8740 0 -7232 -9104 0 -6325 -7956 0 -6159 -7841 0
0 0 0 0 1 2 0 7 9 0 12 16 0 17 22 0 23 29 0 28 35 0 31 38 0 30 38 0 31 39 0 32 40 0 43 54 0 41 51 0 51 65 0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T16
21.0000-17.0000
T17
17.0000-13.0000
T18
13.0000-9.0000
T19
9.0000-0.0000
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation m
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
27 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
kg 344.73 311.60 322.06 353.71 322.06 326.14 356.23 326.14 319.86 347.61 319.86 633.84 669.72 633.84
kg 243.76 311.60 0.00 250.11 322.06 0.00 251.89 326.14 0.00 245.79 319.86 0.00 473.56 633.84
kg -243.76 0.00 -322.06 -250.11 0.00 -326.14 -251.89 0.00 -319.86 -245.79 0.00 -633.84 -473.56 0.00
kg-m -5522 85 -6013 -4646 106 -4763 -3649 129 -3374 -2559 145 -2420 -1699 432
kg-m -5607 -7167 0 -4752 -6119 0 -3778 -4892 0 -2704 -3519 0 -2131 -2852
Designed by
Ing. C. Londoño M.
Torque kg-m
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -5224.08 -4068.68 0.00
kg-m -192023 -149870 1350
kg-m
kg-m
0.00 4068.68 5224.08
0 -151220 -193373
0 852 1102
Discrete Appurtenance Pressures - No Ice Description
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m
Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 Sum Weight:
Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 348.00
Offsetx
Offsetz
m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766
m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766
z m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500
Kz 1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476
qz kPa 1.17 1.17 1.16 1.16 1.14 1.14 1.13 1.13 1.12 1.12 1.11 1.11 1.02 1.01 1.01
GH = 1.096
CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500
CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400
56 71 0 66 85 0 75 97 0 77 100 0 233 312
Page
Job
RISATower
28 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 27.63 39.08
Vz
kg 10.42 7.37 0.00
OTMx
kg 0.00 27.63 39.08
OTMz
kg-m -10.42 -7.37 0.00
Torque
kg-m -685 -484 0
kg-m 70 -1747 -2500
-30 -21 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 39.08 27.63 0.00
Vz
kg 0.00 7.37 10.42
OTMx
kg 0.00 7.37 10.42
OTMz
kg-m -39.08 -27.63 0.00
Torque
kg-m -2519 -1766 50
kg-m 0 -484 -685
0 15 22
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 27.39 38.73
Vz
kg 10.33 7.30 0.00
OTMx
kg 0.00 27.39 38.73
OTMz
kg-m -10.33 -7.30 0.00
Torque
kg-m -658 -466 0
kg-m 70 -1676 -2400
-30 -21 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 38.73 27.39 0.00
Vz
kg 0.00 7.30 10.33
OTMx
kg 0.00 7.30 10.33
OTMz
kg-m -38.73 -27.39 0.00
Torque
kg-m -2419 -1696 50
kg-m 0 -466 -658
0 15 22
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 27.08 38.29
Vz
kg 10.21 7.22 0.00
OTMx
kg 0.00 27.08 38.29
OTMz
kg-m -10.21 -7.22 0.00
Torque
kg-m -625 -442 0
kg-m 70 -1589 -2276
-30 -21 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 38.29 27.08 0.00
Vz
kg 0.00 7.22 10.21
OTMx
kg 0.00 7.22 10.21
OTMz
kg-m -38.29 -27.08 0.00
Torque
kg-m -2295 -1608 50
kg-m 0 -442 -625
0 15 21
Page
Job
RISATower
29 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.82 37.93
Vz
kg 10.11 7.15 0.00
OTMx
kg 0.00 26.82 37.93
OTMz
kg-m -10.11 -7.15 0.00
Torque
kg-m -599 -424 0
kg-m 70 -1520 -2178
-29 -21 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 37.93 26.82 0.00
Vz
kg 0.00 7.15 10.11
OTMx
kg 0.00 7.15 10.11
OTMz
kg-m -37.93 -26.82 0.00
Torque
kg-m -2197 -1539 50
kg-m 0 -424 -599
0 15 21
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.49 37.47
Vz
kg 9.99 7.06 0.00
OTMx
kg 0.00 26.49 37.47
OTMz
kg-m -9.99 -7.06 0.00
Torque
kg-m -567 -401 0
kg-m 70 -1434 -2057
-29 -20 0
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 37.47 26.49 0.00
Vz
kg 0.00 7.06 9.99
OTMx
kg 0.00 7.06 9.99
OTMz
kg-m -37.47 -26.49 0.00
Torque
kg-m -2076 -1453 50
kg-m 0 -401 -567
0 15 21
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.22 37.08
Vz
kg 9.89 6.99 0.00
OTMx
kg 0.00 26.22 37.08
OTMz
kg-m -9.89 -6.99 0.00
Torque
kg-m -541 -383 0
kg-m 70 -1366 -1961
-29 -20 0
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 37.08 26.22 0.00
Vz
kg 0.00 6.99 9.89
OTMx
kg 0.00 6.99 9.89
OTMz
kg-m -37.08 -26.22 0.00
Torque
kg-m -1980 -1385 50
kg-m 0 -383 -541
0 15 21
Page
Job
RISATower
30 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
24.27 0.00 24.27
6.47 9.15 6.47
OTMx
kg
OTMz
kg-m
-12.58 6.47 21.74
-21.74 -6.47 12.58
Torque
kg-m -975 -338 458
kg-m 593 -203 -840
-26 -36 -26
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
24.06 0.00 24.06
6.42 9.07 6.42
OTMx
kg
OTMz
kg-m
-12.48 6.42 21.55
-21.55 -6.42 12.48
Torque
kg-m -940 -327 438
kg-m 573 -192 -805
-25 -36 -25
1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
11.92 0.00 11.92
3.18 4.50 3.18
OTMx
kg
OTMz
kg-m
-6.18 3.18 10.68
-10.68 -3.18 6.18
Torque
kg-m -454 -159 208
kg-m 277 -90 -385
-13 -18 -13
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg -31.24 220.80 343.49
kg -343.49 -220.80 31.24
kg-m
kg-m
kg-m
-19530 -12871 1406
1860 -12417 -19077
-241 -125 64
Discrete Appurtenance Pressures - Service Description
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m
Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000
Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00
Offsetx m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000
Offsetz m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000
z m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500
Kz 1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623
qz kPa 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.28 0.28
GH = 1.096
CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000
CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m
31 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 180.0000 315.0000 315.0000 315.0000 Sum Weight:
Weight kg 24.00 24.00 24.00 12.00 348.00
Offsetx
Offsetz
z
m 0.0000 -2.8071 -2.8071 -2.8766
m 2.1000 -2.8071 -2.8071 -2.8766
m 54.7500 41.7500 40.5000 39.2500
Kz
qz
1.623 1.502 1.489 1.476
kPa 0.28 0.26 0.25 0.25
CAAC Front m2 0.3000 0.3000 0.3000 0.1500
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0800 0.0800 0.0800 0.0400
Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.91 9.77
Vz
kg 2.61 1.84 0.00
OTMx
kg 0.00 6.91 9.77
OTMz
kg-m -2.61 -1.84 0.00
Torque
kg-m -171 -121 0
kg-m 70 -385 -573
-8 -5 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.77 6.91 0.00
Vz
kg 0.00 1.84 2.61
OTMx
kg 0.00 1.84 2.61
OTMz
kg-m -9.77 -6.91 0.00
Torque
kg-m -592 -404 50
kg-m 0 -121 -171
0 4 5
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.85 9.68
Vz
kg 2.58 1.83 0.00
OTMx
kg 0.00 6.85 9.68
OTMz
kg-m -2.58 -1.83 0.00
Torque
kg-m -165 -116 0
kg-m 70 -367 -548
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.68 6.85 0.00
Vz
kg 0.00 1.83 2.58
OTMx
kg 0.00 1.83 2.58
OTMz
kg-m -9.68 -6.85 0.00
Torque
kg-m -567 -386 50
kg-m 0 -116 -165
0 4 5
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 6.77 9.57
Vz
kg 2.55 1.81 0.00
OTMx
kg 0.00 6.77 9.57
OTMz
kg-m -2.55 -1.81 0.00
Torque
kg-m -156 -111 0
kg-m 70 -345 -517
-7 -5 0
Page
Job
RISATower
32 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.57 6.77 0.00
Vz
kg 0.00 1.81 2.55
OTMx
kg 0.00 1.81 2.55
OTMz
kg-m -9.57 -6.77 0.00
Torque
kg-m -536 -364 50
kg-m 0 -111 -156
0 4 5
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.71 9.48
Vz
kg 2.53 1.79 0.00
OTMx
kg 0.00 6.71 9.48
OTMz
kg-m -2.53 -1.79 0.00
Torque
kg-m -150 -106 0
kg-m 70 -328 -492
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.48 6.71 0.00
Vz
kg 0.00 1.79 2.53
OTMx
kg 0.00 1.79 2.53
OTMz
kg-m -9.48 -6.71 0.00
Torque
kg-m -511 -347 50
kg-m 0 -106 -150
0 4 5
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.62 9.37
Vz
kg 2.50 1.77 0.00
OTMx
kg 0.00 6.62 9.37
OTMz
kg-m -2.50 -1.77 0.00
Torque
kg-m -142 -100 0
kg-m 70 -306 -462
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.37 6.62 0.00
Vz
kg 0.00 1.77 2.50
OTMx
kg 0.00 1.77 2.50
OTMz
kg-m -9.37 -6.62 0.00
Torque
kg-m -481 -325 50
kg-m 0 -100 -142
0 4 5
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.56 9.27
Vz
kg 2.47 1.75 0.00
OTMx
kg 0.00 6.56 9.27
OTMz
kg-m -2.47 -1.75 0.00
Torque
kg-m -135 -96 0
kg-m 70 -289 -438
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth °
Fa
Fs
kg 0
Vx
kg 9.27
Vz
kg 0.00
OTMx
kg 0.00
OTMz
kg-m -9.27
Torque
kg-m -457
kg-m 0
0
Page
Job
RISATower
33 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth ° 45 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
6.56 0.00
1.75 2.47
OTMx
kg 1.75 2.47
OTMz
kg-m -6.56 0.00
Torque
kg-m -309 50
kg-m -96 -135
4 5
2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A
Fs
kg
Vx
kg
0 45 90
Vz
kg
6.07 0.00 6.07
1.62 2.29 1.62
OTMx
kg -3.15 1.62 5.43
OTMz
kg-m -5.43 -1.62 3.15
Torque
kg-m -294 -135 64
kg-m 199 0 -159
-6 -9 -6
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
Vx
kg
0 45 90
Vz
kg
6.01 0.00 6.01
1.60 2.27 1.60
OTMx
kg -3.12 1.60 5.39
OTMz
kg-m -5.39 -1.60 3.12
Torque
kg-m -286 -132 59
kg-m 194 2 -151
-6 -9 -6
1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A
Wind Azimuth °
Fa
Fs
kg
Vx
kg
0 45 90
Vz
kg
2.98 0.00 2.98
0.79 1.12 0.79
OTMx
kg -1.55 0.79 2.67
OTMz
kg-m -2.67 -0.79 1.55
Torque
kg-m -139 -66 26
kg-m 95 3 -70
-3 -5 -3
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx kg -7.81 55.20 85.87
Vz
OTMx
kg -85.87 -55.20 7.81
kg-m
OTMz
Torque
kg-m -4783 -3118 451
kg-m 905 -2664 -4329
-60 -31 16
Dish Pressures - No Ice Elevation m
Dish Description
19.0000 8 FT DISH
Aiming Azimuth ° 225.0000 Sum Weight:
Weight kg 113.85 113.85
Offsetx m -4.7066
Offsetz m 4.7066
Kz 1.199
AA m2 4.6730
qz kPa 0.82
Page
Job
RISATower
34 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx kg
kg 710.40 710.40 710.40
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 502.33 710.40
kg -710.40 -502.33 0.00
OTMx
OTMz
kg-m -12962 -9008 536
kg-m 536 -9008 -12962
Torque kg-m -3344 0 3344
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -710.40 -502.33 0.00
kg-m
kg-m
kg-m
0.00 502.33 710.40
-12962 -9008 536
536 -9008 -12962
-3344 0 3344
Dish Pressures - Service Elevation m
Dish Description
Aiming Azimuth ° 225.0000 Sum Weight:
19.0000 8 FT DISH
Weight kg
Offsetx m
113.85 113.85
Offsetz m
-4.7066
Kz
4.7066
AA m2
1.199
qz kPa
4.6730
0.20
Dish Vectors - Service Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx kg 177.60 177.60 177.60
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 125.58 177.60
kg -177.60 -125.58 0.00
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
kg
kg -177.60 -125.58 0.00
kg-m
0.00 125.58 177.60
OTMz
Torque
kg-m -2839 -1850 536
kg-m 536 -1850 -2839
-836 0 836
OTMx
OTMz
kg-m -2839 -1850 536
kg-m 536 -1850 -2839
Torque kg-m -836 0 836
Page
Job
RISATower
35 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:51:22 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
User Load Totals - No Ice Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m
Torque
kg-m
0.00 0.00 0.00
kg-m
0 0 0
0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
kg-m 0 0 0
0 45 90
Vx
Vz
kg
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
kg-m 0 0 0
User Load Totals - Service Wind Azimuth °
Torque
0 0 0
0 0 0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Force Totals (Does not include forces on guys) Load Case
Leg Weight Bracing Weight Total Member Self-Weight Guy Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Vertical Forces kg 8208.59 25668.81 33877.40 355.13 35356.12
Sum of Forces X kg
Sum of Forces Z kg
Sum of Torques
kg-m
-31.24 16997.85 21950.22
-21950.22 -16997.85 31.24
-3584 3283 7814
-7.81 4249.46 5487.56
-5487.56 -4249.46 7.81
-896 821 1953
35356.12
Load Combinations Comb. No. 1 2 3 4 5 6 7
36 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Description Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg - Service+Guy Dead+Wind 45 deg - Service+Guy Dead+Wind 90 deg - Service+Guy
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
80 - 76
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Diagonal
Top Girt
Gov. Load Comb. 3 3 2 2 2 4 4 4 3 3 3 3 2 1 1 3 1
Force kg 42.92 -310.28 -277.37 -130.99 131.21 131.21 110.98 -238.19 36.27 -125.24 -21.21 2.19 25.56 0.00 15.41 23.79 33.66
Major Axis Moment kg-m 0 -70 -91 -2 -91 -1 0 0 12 12 12 12 0 0 -35 0 0
Minor Axis Moment kg-m 0 -70 -2 91 -2 -91 0 0 -5 -6 -5 -6 0 0 0 0 0
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T2
76 - 72
Component Type
Leg
Diagonal
Top Girt
T3
72 - 68
Leg
Diagonal
Top Girt
T4
68 - 64
Leg
Diagonal
Top Girt
T5
64 - 60
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
37 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 3 3 2 2 4 4 4 4 3 3 3 3 4 1 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 1 3 4 4 4 4
Force kg -0.00 251.79 -1015.91 -768.38 31.97 -113.68 113.67 386.60 -643.38 149.64 -367.47 -21.31 2.29 236.29 0.00 139.06 213.81 33.66 -0.00 1123.29 -2255.64 -1709.58 471.27 115.06 -115.00 671.10 -1090.70 131.45 -562.12 -21.51 2.38 570.56 -80.31 243.91 494.04 33.66 -0.00 2102.32 -4060.11 -3037.57 950.99 117.88 -117.90 1373.39 -1634.89 72.71 -1557.86 -21.79 2.53 1089.05 -587.97 280.94 884.65 33.66 -0.00 0.00 -6295.04 -4784.48 -952.61 131.15 -131.02
Major Axis Moment kg-m 0 70 -52 -91 -2 -91 -2 0 0 13 12 13 12 0 0 -35 0 0 0 51 -59 -77 -3 -77 -3 0 0 13 12 13 12 0 0 -35 0 0 0 58 -61 -80 -3 -80 -3 0 0 14 12 14 12 0 0 -35 0 0 0 0 -68 -89 -5 -89 -5
Minor Axis Moment kg-m 0 70 -51 -2 91 -2 91 0 0 -5 -7 -5 -7 0 0 0 0 0 0 52 -58 0 77 0 77 0 0 -5 -7 -5 -7 0 0 0 0 0 0 59 -59 1 80 1 80 0 0 -4 7 -4 -7 0 0 0 0 0 0 0 -65 1 89 1 89
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Diagonal
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Guy B
Guy C
Guy D
60 - 56
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Guy A
Leg
Diagonal
Top Girt
13:51:22 09/24/13
Client
Component Type
Top Girt
T6
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
38 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Gov. Load Comb. 3 3 3 3 3 3 2 1 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3 4 4 4 4 3 3 3 3 3 3 2 1 1 3 1
Force kg 260.69 -1858.82 -435.62 -1781.65 -22.05 2.43 1869.23 0.00 1147.10 1825.63 33.66 -0.00 4139.66 4216.64 3702.41 2017.54 41.71 -3571.60 2092.18 56.59 1727.28 1804.65 1583.16 866.22 0.00 -1494.38 866.22 0.00 4138.76 4215.74 3701.63 2017.10 41.69 -3570.82 2091.74 56.61 5221.69 5298.69 4649.35 2541.58 0.02 -4505.35 2639.66 0.02 1082.29 -8404.42 -5902.49 30.43 135.44 -135.41 588.38 -2455.68 -482.85 -2378.25 -22.31 2.45 2034.67 0.00 905.64 1853.72 33.66
Major Axis Moment kg-m 0 0 15 13 15 0 0 0 -35 0 0 0
Minor Axis Moment kg-m 0 0 -4 7 -4 0 0 0 0 0 0 0
65 -67 -89 -5 -88 -5 0 0 16 12 16 0 0 0 -35 0 0
68 -64 1 89 2 87 0 0 -4 7 -4 0 0 0 0 0 0
Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T7
56 - 52
Component Type
Leg
Diagonal
Top Girt
T8
52 - 48
Leg
Diagonal
Top Girt
T9
48 - 44
Leg
Diagonal
Top Girt
T10
44 - 40
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
39 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 3 3 4 4 4 4 3 3 3 3 3 3 2 2 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 2 2 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4
Force kg -0.00 2705.82 -11115.54 -7517.01 1150.31 -126.77 126.63 1132.54 -3163.89 -648.24 -3086.00 -22.76 2.40 2669.72 -208.82 1051.98 2393.43 33.66 -0.00 5210.22 -15378.81 -10212.76 2713.72 -127.07 126.91 1598.88 -3292.35 -251.18 -3214.24 -22.82 2.14 2947.76 -606.07 1015.52 2598.33 33.66 -0.00 8321.20 -19616.38 -12885.90 4675.86 127.84 -127.82 2155.09 -3959.72 -398.07 -3797.76 -23.22 -1.85 3207.22 -1021.52 958.97 2783.98 33.66 -0.00 11627.77 -23550.76 -15100.03 7021.95 -138.54 138.67
Major Axis Moment kg-m 0 63 -65 -88 -5 -88 -5 0 0 17 12 17 0 0 0 -35 0 0 0 61 -69 -84 -6 -84 -6 0 0 17 12 17 0 0 0 -35 0 0 0 63 -67 -100 -21 -100 -21 0 0 18 12 18 0 0 0 -35 0 0 0 63 -62 -100 -21 -100 -21
Minor Axis Moment kg-m 0 67 -61 2 87 2 87 0 0 -3 7 -3 0 0 0 0 0 0 0 65 -64 3 84 3 84 0 0 -2 6 -2 0 0 0 0 0 0 0 68 -63 15 101 15 101 0 0 -1 -5 -1 0 0 0 0 0 0 0 66 -63 15 101 15 101
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
40 - 36.5
Condition
Diagonal
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension
Leg
Diagonal
Horizontal
Inner Bracing
T12
36.5 - 32.5
Leg
Diagonal
Horizontal
Inner Bracing
T13
32.5 - 29
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Top Girt
T11
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
40 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Gov. Load Comb. 3 3 3 3 3 3 4 4 1 3 1 3 3 3 2 4 2 4 3 3 4 4 4 4 3 3 2 2 2 2 3 3 1 3 1 3 3 3 2 4 2 4 4 4 4 4 4 4 3 3 2 2 2 2 3 3 1 3 1 3 3
Force kg 3138.26 -5406.26 -1292.82 -5227.36 -23.96 -2.09 4548.40 -1938.30 1154.35 3893.68 33.66 -0.00 15704.02 -31329.36 9011.96 9010.35 -135.35 -140.44 1481.66 -1670.98 873.05 60.77 22.12 -3.69 1188.71 -960.10 977.74 977.74 30.18 -2.49 343.26 -364.90 -10.67 -364.90 20.08 0.11 17781.54 -31966.28 9559.58 9558.20 139.04 144.25 1392.15 -1623.75 1174.15 47.85 25.47 -4.20 1023.50 -948.39 31.47 31.47 31.47 -2.72 202.96 -227.71 -12.28 202.96 23.18 -0.10 19659.35
Major Axis Moment kg-m 0 0 20 12 20 0 0 0 -35 0 0 0 61 -64 99 -19 99 -19 0 0 -24 0 0 0 25 3 28 28 28 28 0 0 -15 0 0 0 64 -70 99 -19 99 -19 0 0 -31 0 0 0 6 6 29 29 29 29 0 0 -20 0 0 0 71
Minor Axis Moment kg-m 0 0 0 -6 0 0 0 0 0 0 0 0 61 -58 -16 103 -16 103 0 0 0 4 0 0 -2 0 -2 -2 -2 -2 0 0 0 0 0 0 70 -65 -16 103 -16 103 0 0 0 5 0 0 -1 -1 -2 -2 -2 -2 0 0 0 0 0 0 76
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Diagonal
Horizontal
Inner Bracing
T14
29 - 25
Leg
Diagonal
Horizontal
Inner Bracing
T15
25 - 21
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
41 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Gov. Load Comb. 3 2 4 2 4 4 4 4 4 4 4 4 4 2 4 2 2 3 3 1 3 1 3 3 3 2 4 2 4 4 4 4 4 4 4 4 4 2 2 2 3 3 3 1 3 1 3 3 3 2 4 2 4 3 3 4 4 4 4 4 4
Force kg -33675.53 10158.06 10156.95 -145.39 -149.91 1383.24 -1647.99 1191.81 4.12 28.39 -4.02 1014.26 -953.50 64.47 85.84 30.54 2.79 72.36 -97.64 -12.86 71.20 26.72 -0.10 21067.92 -35575.57 10841.77 10840.74 174.82 180.88 1721.69 -2016.11 1512.02 0.45 31.75 -4.54 1248.75 -1153.26 34.72 73.81 33.64 3.07 41.81 -70.16 -14.42 40.66 29.82 -0.10 23058.12 -38647.38 11687.97 11687.11 -213.40 -219.31 25.95 -385.02 -154.95 -60.11 37.10 -8.13 791.32 -1617.63
Major Axis Moment kg-m -68 123 -32 123 -32 0 0 -33 0 0 0 18 18 23 12 23 12 0 0 -26 0 0 0 70 -72 123 -32 123 -32 0 0 -42 0 0 0 21 22 27 16 27 17 0 0 -33 0 0 0 85 -114 225 -59 225 -59 0 0 -54 0 0 0 0 0
Minor Axis Moment kg-m -62 -28 127 -28 127 0 0 0 5 0 0 -2 -2 -2 -2 -2 -2 0 0 0 0 0 0 77 -73 -28 127 -28 127 0 0 0 6 0 0 -2 -2 -2 -2 -2 -2 0 0 0 0 0 0 83 -108 -55 229 -55 229 0 0 0 12 0 0 0 0
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Inner Bracing
T16
21 - 17
Leg
Diagonal
Horizontal
Inner Bracing
T17
17 - 13
Leg
Diagonal
Horizontal
Inner Bracing
T18
13 - 9
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
42 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Gov. Load Comb. 4 2 4 2 3 3 1 3 1 3 3 3 2 4 2 4 4 4 4 4 4 4 4 4 4 2 4 2 1 3 1 2 1 2 3 3 2 4 2 4 4 4 4 4 4 4 4 4 4 4 2 3 1 3 1 4 1 4 3 3 3
Force kg -1617.60 -1548.25 -43.24 -6.84 10.62 -66.24 -27.98 10.62 -33.37 0.11 22596.28 -39225.89 11084.57 11083.79 -312.71 -316.92 610.69 -1069.65 303.23 -43.72 42.70 -8.77 662.45 -558.82 -95.96 88.81 -48.69 7.49 0.00 -48.60 -32.34 -32.29 42.85 -0.16 22544.66 -40449.08 10941.63 10940.99 223.10 227.45 1065.07 -1619.71 644.87 -40.14 48.30 -9.44 1122.09 -961.18 -45.26 -45.26 -54.95 8.74 0.00 -47.06 -36.26 -36.65 49.34 -0.21 22938.17 -42169.24 22862.73
Major Axis Moment kg-m 41 41 41 41 0 0 -41 0 0 0 123 -141 -236 -2 229 -2 0 0 -66 0 0 0 41 41 48 48 48 41 0 0 -62 0 0 0 167 2 229 -4 229 -4 0 0 -81 0 0 0 52 52 58 58 58 48 0 0 -83 0 0 0 -40 -331 532
Minor Axis Moment kg-m -7 -7 -7 -7 0 0 0 0 0 0 131 -137 2 -237 2 232 0 0 0 14 0 0 -6 -6 -7 -7 -7 -6 0 0 0 0 0 0 172 7 0 232 0 232 0 0 0 16 0 0 -8 -8 -8 -8 -8 -8 0 0 0 0 0 0 -35 -329 537
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Diagonal
Horizontal
Inner Bracing
T19
9-0
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
43 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Inner Bracing
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 2 3 4 4 4 3 4 3 4 4 4 4 2 3 1 3 5 3 5 3 3 3 2 4 2 4 4 4 4 3 4 3 3 3 4 4 2 4 1 3 3 3 3 3
Force kg 22862.73 -269.69 -275.17 1087.79 -1750.51 733.28 687.44 53.89 -10.14 1317.88 -971.47 229.06 1317.88 -62.37 9.99 0.00 -57.98 -40.26 -22.63 55.82 -0.29 24936.19 -47984.66 11636.19 11635.81 402.54 412.78 3426.00 -4058.29 3426.00 -2969.84 57.92 -28.66 3117.15 -6760.73 -5676.99 -5676.99 -67.17 -23.57 0.00 -134.45 -74.18 -134.08 62.31 0.47
Major Axis Moment kg-m 532 432 532 0 0 -97 0 0 0 68 68 75 68 75 62 0 0 -106 0 0 0 533 0 -700 342 425 342 0 0 -190 0 0 0 0 0 93 93 93 93 0 0 -132 0 0 0
Minor Axis Moment kg-m 537 336 537 0 0 0 18 0 0 -11 -11 -10 -11 -10 -11 0 0 0 1 0 0 537 0 346 -725 346 426 0 0 0 94 0 0 0 0 -36 -36 -35 -36 0 0 0 -1 0 0
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
RISATower I. P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Maximum Reactions Location
Condition
Leg D
Leg C
Leg B
Leg A
Guy D @ 39 m Elev 0 m Azimuth 225 deg
Guy C @ 39 m Elev 0 m Azimuth 135 deg
Guy B @ 39 m Elev 0 m Azimuth 45 deg
Guy A @ 39 m Elev 0 m Azimuth -45 deg
44 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Vertical kg
Horizontal, X kg
Horizontal, Z kg
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4 4 4 1
10383.06 10383.06 -17841.04 -17841.04 -17841.04 10383.06 29388.05 -7389.51 -7389.51 -7389.51 29388.05 29388.05 39897.26 10265.57 39897.26 10265.57 39897.26 10265.57 29339.83 29339.83 29339.83 -7437.58 -7437.58 -7437.58 -1476.19
3563.47 3563.47 -5009.04 -5009.04 -5009.04 3563.47 -8882.14 2500.63 2500.63 2500.63 -8882.14 -8882.14 -12535.51 -3542.79 -12535.51 -3542.79 -12535.51 -3542.79 9958.85 9958.85 9958.85 -1097.86 -1097.86 -1097.86 -605.25
-3557.23 -3557.23 4924.51 4924.51 4924.51 -3557.23 -9906.70 1150.40 1150.40 1150.40 -9906.70 -9906.70 12632.20 3549.04 12632.20 3549.04 12632.20 3549.04 8817.84 8817.84 8817.84 -2565.02 -2565.02 -2565.02 605.25
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 3 3 1 4
-1476.19 -4505.35 -4505.35 -4505.35 -1476.19 -704.76
-605.25 -1866.54 -1866.54 -1866.54 -605.25 227.44
605.25 1866.51 1866.51 1866.51 605.25 298.05
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
2 2 2 4 4 3
-3570.82 -3570.82 -3570.82 -704.76 -704.76 -337.20
1439.06 1439.06 1439.06 227.44 227.44 106.30
1519.11 1519.11 1519.11 298.05 298.05 -106.30
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 1 3 1 2
-1494.38 -337.20 -1494.38 -337.20 -1494.38 -704.94
612.51 106.30 612.51 106.30 612.51 -298.11
-612.51 -106.30 -612.51 -106.30 -612.51 -227.51
Max. Hx Max. Hz Min. Vert Min. H x Min. H z
2 2 4 4 4
-704.94 -704.94 -3571.60 -3571.60 -3571.60
-298.11 -298.11 -1519.41 -1519.41 -1519.41
-227.51 -227.51 -1439.38 -1439.38 -1439.38
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
45 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination
Vertical
Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy
Shearx
Shearz -7.57 -19862.09
Overturning Moment, Mx kg-m 1493 -662812
Overturning Moment, Mz kg-m 634 1989
kg 41297.25 43900.83
kg
kg 7.04 -25.07
44148.11
Torque
15471.86
-15472.35
-522098
-522965
3282
43901.42
19861.70
24.66
2861
-663683
7810
41357.11
-0.18
-4819.75
-153852
922
-896
41346.78
3726.54
-3727.06
-119034
-119896
821
41357.12
4819.23
-0.35
1783
-154712
1955
kg-m 0 -3585
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 -31.24 17346.16 22439.38 -7.81 4336.54 5609.85
Sum of Applied Forces PY kg -35356.12 -35356.12 -35356.12 -35356.12 -35356.12 -35356.12 -35356.12
PZ kg 0.00 -22439.38 -17346.16 31.24 -5609.85 -4336.54 7.81
PX kg -0.02 31.24 -17346.09 -22439.22 7.81 -4336.37 -5609.75
Sum of Reactions PY kg 35356.12 35356.11 35356.11 35356.11 35356.12 35356.12 35356.12
PZ kg 0.02 22439.22 17346.09 -31.24 5609.75 4336.37 -7.81
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes Yes Yes Yes Yes Yes Yes
Number of Cycles 6 11 12 11 9 8 9
Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00000787 0.00006019 0.00003989 0.00006021 0.00006834 0.00013228 0.00006839
Maximum Tower Deflections - Service Wind Section No.
Elevation m
Horz. Deflection mm
Gov. Load Comb.
Tilt
Twist
°
°
% Error 0.000% 0.000% 0.000% 0.000% 0.000% 0.001% 0.000%
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19
m 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation
46 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Horz. Deflection mm 68.54 62.66 56.78 50.94 45.22 39.68 34.24 28.98 23.94 19.21 14.90 11.91 9.11 6.91 4.72 3.01 1.55 0.30 0.73
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.0841 0.0840 0.0835 0.0821 0.0795 0.0780 0.0758 0.0724 0.0685 0.0629 0.0557 0.0473 0.0383 0.0339 0.0291 0.0239 0.0197 0.0159 0.0128
° 0.0026 0.0026 0.0026 0.0026 0.0025 0.0025 0.0025 0.0024 0.0023 0.0021 0.0020 0.0018 0.0015 0.0014 0.0012 0.0011 0.0009 0.0007 0.0005
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500
CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 68.54 58.25 55.88 53.53 52.39 51.18 49.85 48.85 47.34 46.63 46.55 45.22 44.86 44.28 43.99 42.43 42.05 41.39 41.05 40.02 39.83 38.82 38.65 37.63 36.27 35.59 35.25 34.92 32.58 30.28 16.96 16.69
° 0.0841 0.0837 0.0833 0.0829 0.0826 0.0822 0.0816 0.0812 0.0804 0.0801 0.0801 0.0795 0.0794 0.0792 0.0791 0.0787 0.0786 0.0785 0.0784 0.0781 0.0781 0.0778 0.0777 0.0774 0.0768 0.0765 0.0763 0.0761 0.0748 0.0733 0.0596 0.0592
° 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026 0.0026 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0025 0.0024 0.0024 0.0021 0.0021
Radius of Curvature m Inf Inf 292316 214545 189812 162117 127918 106516 84349 77116 76468 71586 72663 76819 79982 110215 121954 148742 167080 228406 236104 222014 213275 160497 117262 103568 98203 93738 81352 78338 21641 19906
Page
Job
RISATower
47 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH
Gov. Load Comb. 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 16.42 15.39 14.42 14.19 13.97 2.29
° 0.0587 0.0568 0.0546 0.0541 0.0535 0.0217
° 0.0020 0.0020 0.0019 0.0019 0.0019 0.0010
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Radius of Curvature m 18428 14655 14200 14555 15058 202533
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19
Elevation m 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0
Horz. Deflection mm 326.98 298.48 269.95 241.60 213.70 186.57 160.07 134.58 110.39 87.81 67.38 53.51 40.60 30.58 20.59 12.89 6.35 0.81 3.74
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 0.4080 0.4076 0.4056 0.4000 0.3897 0.3812 0.3682 0.3491 0.3281 0.2996 0.2636 0.2217 0.1779 0.1568 0.1342 0.1099 0.0901 0.0729 0.0585
° 0.0102 0.0102 0.0102 0.0101 0.0101 0.0100 0.0098 0.0094 0.0090 0.0085 0.0079 0.0070 0.0062 0.0056 0.0050 0.0045 0.0037 0.0027 0.0019
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000
CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 326.98 277.07 265.60 254.16 248.65 242.77 236.32 231.45 224.08 220.61 220.22 213.70 211.98 209.13 207.70 200.05 198.17 194.98 193.29
° 0.4080 0.4063 0.4050 0.4031 0.4019 0.4003 0.3982 0.3964 0.3936 0.3922 0.3921 0.3897 0.3891 0.3882 0.3877 0.3855 0.3849 0.3840 0.3834
° 0.0102 0.0102 0.0102 0.0102 0.0102 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0101 0.0100 0.0100 0.0100 0.0100
Radius of Curvature m Inf 136889 74250 52029 45389 38820 31495 26873 21862 20152 19994 18545 18621 19156 19588 23263 24438 26714 27987
RISATower I. P. DOLMEN S.A.
48 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:51:22 09/24/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 60.2500 60.1111 59.3750 59.2500 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 188.24 187.31 182.38 181.54 176.54 169.91 166.62 164.97 163.34 151.98 140.85 77.12 75.84 74.57 69.69 65.16 64.09 63.03 9.68
° 0.3818 0.3815 0.3796 0.3793 0.3772 0.3739 0.3721 0.3712 0.3702 0.3626 0.3541 0.2830 0.2807 0.2785 0.2688 0.2581 0.2553 0.2524 0.0995
° 0.0100 0.0100 0.0099 0.0099 0.0099 0.0098 0.0098 0.0098 0.0098 0.0097 0.0095 0.0082 0.0082 0.0081 0.0080 0.0078 0.0077 0.0076 0.0042
Ing. C. Londoño M.
Radius of Curvature m 30689 30765 28251 27519 23045 18662 17068 16410 15846 14133 13603 4258 3919 3630 2892 2812 2887 2992 33746
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
T1
T2
T3
T4
T5
T6
T7
T8
80
76
72
68
64
60
56
52
mm
Number Of Bolts
Allowable Load kg
Leg
A394T0
19
6
Maximum Load per Bolt kg 103.43
Diagonal
A394T0
16
2
119.09
7399.23
Top Girt
A394T0
16
2
12.78
7399.23
Leg
A394T0
19
6
338.64
9950.69
Diagonal
A394T0
16
2
321.69
7399.23
Top Girt
A394T0
16
2
118.15
7399.23
Leg
A394T0
19
6
751.88
9950.69
m
Bolt Size
9950.69
Diagonal
A394T0
16
2
545.35
7399.23
Top Girt
A394T0
16
2
285.28
7399.23
Leg
A394T0
19
6
1353.37
9950.69
Diagonal
A394T0
16
2
817.44
7399.23
Top Girt
A394T0
16
2
544.52
7399.23
Leg
A394T0
19
8
1573.76
9950.69
Diagonal
A394T0
16
2
929.41
7399.23
Top Girt
A394T0
16
2
934.61
7399.23
Leg
A394T0
19
8
2101.10
9950.69
Diagonal
A394T0
16
2
1227.84
7399.23
Top Girt
A394T0
16
2
1017.34
7399.23
Leg
A394T0
19
8
2778.88
9950.69
Diagonal
A394T0
16
2
1581.95
7399.23
Top Girt
A394T0
16
2
1334.86
7399.23
Leg
A394T0
19
8
3844.70
9950.69
Ratio Load Allowable 0.010 0.016 0.002 0.034 0.043 0.016 0.076 0.074 0.039 0.136 0.110 0.074 0.158 0.126 0.126 0.211 0.166 0.137 0.279 0.214 0.180 0.386
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
Component Type
Project
T9
T10
T11
T12
T13
T14
T15
T16
T17
T18
T19
48
44
40
36.5
32.5
29
25
21
17
13
9
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m Diagonal
49 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
A394T0
Bolt Size mm
Number Of Bolts
16
2
Maximum Load per Bolt kg 1646.17
Allowable Load kg 7399.23
Top Girt
A394T0
16
2
1473.88
7399.23
Leg
A394T0
19
8
4904.11
9950.69
Diagonal
A394T0
16
2
1979.86
7399.23
Top Girt
A394T0
16
2
1603.61
7399.23
Leg
A394T0
19
4
11775.40
9950.69
Diagonal
A394T0
16
2
2703.13
7399.23
Top Girt
A394T0
16
2
2274.20
7399.23
Leg
A394T0
19
6
10443.11
9950.69
Diagonal
A394T0
16
3
556.99
6166.05
Horizontal
A394T0
16
2
594.36
7399.23
Leg
A394T0
19
12
5327.72
9950.69
Diagonal
A394T0
16
3
541.25
6166.05
Horizontal
A394T0
16
2
511.75
7399.23
Leg
A394T0
19
12
5612.57
9979.03
Diagonal
A394T0
16
3
549.33
6166.05
Horizontal
A394T0
16
2
507.13
7399.23
Leg
A394T0
19
6
11858.54
9979.03
Diagonal
A394T0
16
3
672.04
6166.05
Horizontal
A394T0
16
3
416.25
7399.23
Leg
A394T0
19
6
12882.48
9979.03
Diagonal
A394T0
16
3
128.34
6166.05
Horizontal
A394T0
16
3
539.21
6166.05
Leg
A394T0
19
12
6537.63
9979.03
Diagonal
A394T0
16
3
356.55
6166.05
Horizontal
A394T0
16
3
220.82
6166.05
Leg
A394T0
19
16
5056.15
9979.03
Diagonal
A394T0
16
3
539.90
6166.05
Horizontal
A394T0
16
3
374.03
6166.05
Leg
A394T0
19
8
10542.31
9979.03
Diagonal
A394T0
16
3
583.51
6166.05
Horizontal
A394T0
16
3
439.29
6166.05
Leg
A394T0
19
8
11996.16
9979.03
Diagonal
A394T0
16
3
1352.76
6166.05
Horizontal
A394T0
16
3
2253.57
6166.05
Guy Design Data
Ratio Load Allowable 0.222 0.199 0.493 0.268 0.217 1.183 0.365 0.307 1.049 0.090 0.080 0.535 0.088 0.069 0.562 0.089 0.069 1.188 0.109 0.056 1.291 0.021 0.087 0.655 0.058 0.036 0.507 0.088 0.061 1.056 0.095 0.071 1.202 0.219 0.365
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T5
Elevation m 64.0000 (A) (344) 64.0000 (B) (343) 64.0000 (C) (342) 64.0000 (D) (341)
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
50 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
Breaking Load kg 19232.32
Actual T kg 4216.64
Allowable Ta kg 9616.16
Required S.F.
16 EHS
Initial Tension kg 1923.23
16 EHS
1923.23
19232.32
1804.64
9616.16
2.000
16 EHS
1923.23
19232.32
4215.74
9616.16
2.000
16 EHS
1923.23
19232.32
5298.69
9616.16
2.000
2.000
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Actual S.F. 4.561 10.657 4.562 3.630
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 80 - 76
L64x64x10
m 4.0000
m 4.0000
T2
76 - 72
KL/R > 150 (C) - 3 L64x64x10
4.0000
4.0000
T3
72 - 68
KL/R > 150 (C) - 19 L64x64x10
4.0000
T4
68 - 64
KL/R > 150 (C) - 35 L64x64x10
T5
64 - 60
T6
Kl/r
Fa
A mm2 1116
Actual P kg -310.28
Allow. Pa kg 4482.58
Ratio P Pa 0.069
kPa 39385
161.7 K=0.50
39385
1116
-1015.91
4482.58
0.227
4.0000
161.7 K=0.50
39385
1116
-2255.64
4482.58
0.503
4.0000
4.0000
161.7 K=0.50
39385
1116
-4060.12
4482.58
0.906
KL/R > 150 (C) - 51 L76x76x10
4.0000
4.0000
134.1 K=0.50
57221
1361
-6295.05
7942.99
0.793
60 - 56
L76x76x10
4.0000
4.0000
134.1 K=0.50
57221
1361
-8404.43
7942.99
1.058
T7
56 - 52
L76x76x10
4.0000
4.0000
134.1 K=0.50
57221
1361
-11115.56
7942.99
1.399
T8
52 - 48
H1-3 (1.40 CR) - 99 L102x102x10
4.0000
4.0000
99.9 K=0.50
101516
1845
-15378.83
19100.60
0.805
T9
48 - 44
L102x102x10
4.0000
4.0000
99.9 K=0.50
101516
1845
-19616.38
19100.60
1.027
T10
44 - 40
L102x102x10
4.0000
4.0000
99.9 K=0.50
101516
1845
-23550.75
19100.60
1.233
T11
40 - 36.5
L102x102x10
3.5300
3.5300
88.2 K=0.50
119461
1845
-31329.36
22477.14
1.394
T12
36.5 - 32.5
H1-3 (1.39 CR) - 163 L102x102x10
4.0342
4.0342
100.8 K=0.50
100150
1845
-31966.30
18843.64
1.696
T13
32.5 - 29
H1-3 (1.70 CR) - 183 L127x127x13
3.5300
3.5300
70.7 K=0.50
143478
3065
-33675.52
44836.03
0.751
T14
29 - 25
L127x127x13
4.0342
4.0342
80.8 K=0.50
129999
3065
-35575.58
40623.84
0.876
T15
25 - 21
L127x127x13
4.0957
4.0957
82.0 K=0.50
128282
3065
-38647.40
40087.32
0.964
161.7 K=0.50
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
51 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T16
21 - 17
L127x127x13
4.0957
4.0957
82.0 K=0.50
128282
3065
-39225.91
40087.32
0.979
T17
17 - 13
L127x127x13
4.0957
4.0957
82.0 K=0.50
128282
3065
-40449.06
40087.32
1.009
T18
13 - 9
L127x127x13
4.0957
4.0957
82.0 K=0.50
128282
3065
-42169.23
40087.32
1.052
T19
9-0
L127x127x13
9.9925
9.9925
100.1 K=0.25
101312
3065
-47984.64
31659.17
1.516
Allow. Pa kg 3894.75
Ratio P Pa 0.061
H1-3 (1.52 CR) - 323
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 80 - 76
L76x76x10
m 5.8000
m 2.8562
T2
76 - 72
L76x76x10
5.8000
2.8562
T3
72 - 68
L76x76x10
5.8000
T4
68 - 64
L76x76x10
T5
64 - 60
T6
Kl/r
Fa
A
kPa 28058
mm2 1361
Actual P kg -238.19
191.6 K=1.00
28058
1361
-643.38
3894.75
0.165
2.8562
191.6 K=1.00
28058
1361
-1090.70
3894.75
0.280
5.8000
2.8562
191.6 K=1.00
28058
1361
-1634.88
3894.75
0.420
L76x76x10
5.8000
2.8562
191.6 K=1.00
28058
1361
-1858.82
3894.75
0.477
60 - 56
L76x76x10
5.8000
2.8474
191.0 K=1.00
28231
1361
-2455.68
3918.78
0.627
T7
56 - 52
L76x76x10
5.8000
2.8474
191.0 K=1.00
28231
1361
-3163.89
3918.78
0.807
T8
52 - 48
L76x76x10
5.8000
2.8474
191.0 K=1.00
28231
1361
-3292.35
3918.78
0.840
T9
48 - 44
L76x76x10
5.8000
2.8298
189.8 K=1.00
28582
1361
-3959.72
3967.50
0.998
T10
44 - 40
L76x76x10
5.8000
2.8298
189.8 K=1.00
28582
1361
-5406.28
3967.50
1.363
T11
40 - 36.5
H1-3 (1.36 CR) - 156 L102x102x8
4.2701
4.1814
132.8 K=1.00
58417
1548
-1670.98
9223.53
0.181
T12
36.5 - 32.5
L102x102x8
4.8938
4.8056
152.6 K=1.00
44226
1548
-1623.75
6982.97
0.233
T13
32.5 - 29
L102x102x8
4.6996
4.6045
146.2 K=1.00
48175
1548
-1647.99
7606.38
0.217
T14
29 - 25
L102x102x8
5.3214
5.2251
165.9 K=1.00
37410
1548
-2016.11
5906.73
0.341
T15
25 - 21
L102x102x8
5.7706
5.6825
180.4 K=1.00
31630
1548
-385.02
4994.10
0.077
T16
21 - 17
L102x102x8
6.2296
6.1467
195.2 K=1.00
27033
1548
-1069.65
4268.22
0.251
T17
17 - 13
L102x102x8
6.7149
6.6359
210.7 K=1.00
23194
1548
-1619.71
3662.21
0.442
191.6 K=1.00
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
52 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T18
13 - 9
KL/R > 200 (C) - 287 L102x102x8
7.2213
7.1451
177.8 K=0.50
32564
1548
-1750.51
5141.56
0.340
T19
9-0
L76x76x8
13.1274
13.0401
217.9 K=0.25
21683
1148
-4058.29
2539.17
1.598
Allow. Pa kg 15851.83
Ratio P Pa 0.061
KL/R > 200 (C) - 333
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T11
m 40 - 36.5
L76x76x10
m 4.2000
m 2.0492
T12
36.5 - 32.5
L76x76x10
4.8490
2.3737
T13
32.5 - 29
L76x76x10
5.5900
T14
29 - 25
L76x76x10
T15
25 - 21
T16
Kl/r
Fa
A
kPa 114196
mm2 1361
Actual P kg -960.10
79.6 K=0.50
106176
1361
-948.39
14738.58
0.064
2.7442
92.0 K=0.50
96267
1361
-953.51
13363.02
0.071
6.2390
3.0560
102.5 K=0.50
87295
1361
-1153.26
12117.63
0.095
L102x102x8
6.9800
3.4265
54.4 K=0.50
123800
1548
-1617.63
19546.93
0.083
21 - 17
L102x102x8
8.2250
4.0490
64.3 K=0.50
117292
1548
-558.82
18519.27
0.030
T17
17 - 13
L102x102x8
9.4700
4.6715
74.2 K=0.50
110264
1548
-961.19
17409.65
0.055
T18
13 - 9
L102x102x8
10.7150
5.2940
84.0 K=0.50
102727
1548
-971.47
16219.65
0.060
T19
9-0
L102x102x8
11.9600
5.9165
73.6 K=0.25
110661
1548
-6760.71
17472.38
0.387
Allow. Pa kg 4492.03
Ratio P Pa 0.018
68.7 K=0.50
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T3
m 72 - 68
L76x76x10
m 4.2000
m 4.1365
T4
68 - 64
L76x76x10
4.2000
4.1365
T7
56 - 52
L76x76x10
4.2000
T8
52 - 48
L76x76x10
T9
48 - 44
T10
44 - 40
Kl/r
Fa
A
kPa 32360
mm2 1361
Actual P kg -80.31
178.4 K=1.00
32360
1361
-587.97
4492.03
0.131
4.1238
177.8 K=1.00
32560
1361
-208.82
4519.74
0.046
4.2000
4.1238
177.8 K=1.00
32560
1361
-606.07
4519.74
0.134
L76x76x10
4.2000
4.0984
176.7 K=1.00
32965
1361
-1021.52
4575.93
0.223
L76x76x10
4.2000
4.0984
176.7 K=1.00
32965
1361
-1938.30
4575.93
0.424
178.4 K=1.00
Page
Job
RISATower
53 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Inner Bracing Design Data (Compression) Section No.
Elevation
Size
L
Lu
T11
m 40 - 36.5
L76x76x8
m 2.9698
m 2.9698
T12
36.5 - 32.5
L76x76x8
3.4288
3.4288
T13
32.5 - 29
L76x76x8
3.9527
T14
29 - 25
KL/R > 250 (C) - 217 L76x76x8
T15
25 - 21
T16
Kl/r
Fa
A mm2 1148
Actual P kg -364.90
Allow. Pa kg 3059.61
Ratio P Pa 0.119
kPa 26128
229.2 K=1.00
19602
1148
-227.71
2295.41
0.099
3.9527
264.2 K=1.00
14749
1148
-97.64
1727.19
0.057
4.4116
4.4116
294.9 K=1.00
11840
1148
-70.16
1386.55
0.051
KL/R > 250 (C) - 237 L76x76x8
4.9356
4.9356
329.9 K=1.00
9460
1148
-66.24
1107.78
0.060
21 - 17
KL/R > 250 (C) - 257 L102x102x6
5.8160
5.8160
288.0 K=1.00
12412
1252
-48.60
1584.09
0.031
T17
17 - 13
KL/R > 250 (C) - 277 L102x102x6
6.6963
6.6963
331.6 K=1.00
9363
1252
-36.26
1194.95
0.030*
T18
13 - 9
KL/R > 250 (C) - 300 L102x102x6
7.5766
7.5766
375.2 K=1.00
7313
1252
-57.98
933.40
0.062
T19
9-0
KL/R > 250 (C) - 317 L102x102x6
8.4570
8.4570
418.8 K=1.00
5870
1252
-105.95
749.19
0.141*
A 2
Allow. Pa kg 15828.97
Ratio P Pa 0.003
198.5 K=1.00
KL/R > 250 (C) - 339
*
DL controls
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
T1
m 80 - 76
L64x64x10
m 4.0000
m 4.0000
209.1
kPa 224080
mm 693
Actual P kg 42.92
T2
76 - 72
L64x64x10
4.0000
4.0000
209.1
224080
693
251.79
15828.97
0.016
T3
72 - 68
L64x64x10
4.0000
4.0000
209.1
224080
693
1123.29
15828.97
0.071
T4
68 - 64
L64x64x10
4.0000
4.0000
209.1
224080
693
2102.32
15828.97
0.133
T6
60 - 56
L76x76x10
4.0000
4.0000
172.5
224080
938
1082.29
21430.84
0.051
T7
56 - 52
L76x76x10
4.0000
4.0000
172.5
224080
938
2705.82
21430.84
0.126
T8
52 - 48
L102x102x10
4.0000
4.0000
128.0
224080
1422
5210.24
32487.16
0.160
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
54 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T9
48 - 44
L102x102x10
4.0000
4.0000
128.0
224080
1422
8321.20
32487.16
0.256
T10
44 - 40
L102x102x10
4.0000
4.0000
128.0
224080
1422
11627.75
32487.16
0.358
T11
40 - 36.5
L102x102x10
3.5300
3.5300
113.0
224080
1422
15704.01
32487.16
0.483
T12
36.5 - 32.5
L102x102x10
4.0342
4.0342
129.1
224080
1422
17781.55
32487.16
0.547
T13
32.5 - 29
L127x127x13
3.5300
3.5300
90.2
224080
2500
19659.33
57124.53
0.344
T14
29 - 25
L127x127x13
4.0342
4.0342
103.1
224080
2500
21067.92
57124.53
0.369
T15
25 - 21
L127x127x13
4.0957
4.0957
104.7
224080
2500
23058.10
57124.53
0.404
T16
21 - 17
L127x127x13
4.0957
4.0957
104.7
224080
2500
22596.30
57124.53
0.396
T17
17 - 13
L127x127x13
4.0957
4.0957
104.7
224080
2500
22544.68
57124.53
0.395
T18
13 - 9
L127x127x13
4.0957
4.0957
104.7
224080
2500
22938.17
57124.53
0.402
T19
9-0
L127x127x13
9.9925
9.9925
255.5
224080
2500
24936.20
57124.53
0.437
2
Allow. Pa kg 20672.93
Ratio P Pa 0.005
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 80 - 76
L76x76x10
m 5.8000
m 2.8562
123.2
kPa 148927
mm 1361
Actual P kg 110.98
T2
76 - 72
L76x76x10
5.8000
2.8562
123.2
148927
1361
386.60
20672.93
0.019
T3
72 - 68
L76x76x10
5.8000
2.8562
123.2
148927
1361
671.10
20672.93
0.032
T4
68 - 64
L76x76x10
5.8000
2.8562
123.2
148927
1361
1373.40
20672.93
0.066
T5
64 - 60
L76x76x10
5.8000
2.8562
123.2
148927
1361
260.69
20672.93
0.013
T6
60 - 56
L76x76x10
5.8000
2.8474
122.8
148927
1361
588.38
20672.93
0.028
T7
56 - 52
L76x76x10
5.8000
2.8474
122.8
148927
1361
1132.54
20672.93
0.055
T8
52 - 48
L76x76x10
5.8000
2.8474
122.8
148927
1361
1598.88
20672.93
0.077
T9
48 - 44
L76x76x10
5.8000
2.8298
122.0
148927
1361
2155.10
20672.93
0.104
T10
44 - 40
L76x76x10
5.8000
2.8298
122.0
148927
1361
3138.26
20672.93
0.152
T11
40 - 36.5
L102x102x8
4.2701
4.1814
132.8
148927
1548
1481.66
23514.24
0.063
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
55 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T12
m 36.5 - 32.5
L102x102x8
m 4.8938
m 4.8056
152.6
kPa 148927
T13
32.5 - 29
L102x102x8
4.6996
4.6045
146.2
T14
29 - 25
L102x102x8
5.3214
5.2251
T15
25 - 21
L102x102x8
5.7706
T16
21 - 17
L102x102x8
T17
17 - 13
T18 T19
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
mm2 1548
Actual P kg 1392.15
Allow. Pa kg 23514.24
Ratio P Pa 0.059
148927
1548
1383.24
23514.24
0.059
165.9
148927
1548
1721.69
23514.24
0.073
5.6825
180.4
148927
1548
25.95
23514.24
0.001
6.2296
6.1467
195.2
148927
1548
610.69
23514.24
0.026
L102x102x8
6.7149
6.6359
210.7
148927
1548
1065.08
23514.24
0.045
13 - 9
L102x102x8
7.2213
7.1451
226.9
148927
1548
1087.79
23514.24
0.046
9-0
L76x76x8
13.1274
13.0401
556.8
148927
1148
3426.00
17439.72
0.196
2
Allow. Pa kg 20672.93
Ratio P Pa 0.058
L/R > 500 (T) - 332
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T11
m 40 - 36.5
L76x76x10
m 4.2000
m 2.0492
88.4
kPa 148927
mm 1361
Actual P kg 1188.71
T12
36.5 - 32.5
L76x76x10
4.8490
2.3737
102.4
148927
1361
1023.50
20672.93
0.050
T13
32.5 - 29
L76x76x10
5.5900
2.7442
118.3
148927
1361
1014.26
20672.93
0.049
T14
29 - 25
L76x76x10
6.2390
3.0560
131.8
148927
1361
1248.75
20672.93
0.060
T15
25 - 21
L102x102x8
6.9800
3.4265
108.8
148927
1548
791.32
23514.24
0.034
T16
21 - 17
L102x102x8
8.2250
4.0490
128.6
148927
1548
662.45
23514.24
0.028
T17
17 - 13
L102x102x8
9.4700
4.6715
148.3
148927
1548
1122.09
23514.24
0.048
T18
13 - 9
L102x102x8
10.7150
5.2940
168.1
148927
1548
1317.88
23514.24
0.056
T19
9-0
L102x102x8
11.9600
5.9165
187.8
148927
1548
3117.15
23514.24
0.133
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
56 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:51:22 09/24/13 Designed by
Ing. C. Londoño M.
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A 2
T1
m 80 - 76
L76x76x10
m 4.2000
m 4.1365
178.4
kPa 148927
mm 1361
Actual P kg 25.56
Allow. Pa kg 20672.93
Ratio P Pa 0.001
T2
76 - 72
L76x76x10
4.2000
4.1365
178.4
148927
1361
236.29
20672.93
0.011
T3
72 - 68
L76x76x10
4.2000
4.1365
178.4
148927
1361
570.56
20672.93
0.028
T4
68 - 64
L76x76x10
4.2000
4.1365
178.4
148927
1361
1089.05
20672.93
0.053
T5
64 - 60
L76x76x10
4.2000
4.1365
178.4
148927
1361
1869.23
20672.93
0.090
T6
60 - 56
L76x76x10
4.2000
4.1238
177.8
148927
1361
2034.67
20672.93
0.098
T7
56 - 52
L76x76x10
4.2000
4.1238
177.8
148927
1361
2669.72
20672.93
0.129
T8
52 - 48
L76x76x10
4.2000
4.1238
177.8
148927
1361
2947.76
20672.93
0.143
T9
48 - 44
L76x76x10
4.2000
4.0984
176.7
148927
1361
3207.22
20672.93
0.155
T10
44 - 40
L76x76x10
4.2000
4.0984
176.7
148927
1361
4548.40
20672.93
0.220
2
Allow. Pa kg 17439.72
Ratio P Pa 0.020
Inner Bracing Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T11
m 40 - 36.5
L76x76x8
m 2.9698
m 2.9698
126.8
kPa 148927
mm 1148
Actual P kg 343.26
T12
36.5 - 32.5
L76x76x8
3.4288
3.4288
146.4
148927
1148
202.96
17439.72
0.012
T13
32.5 - 29
L76x76x8
3.9527
3.9527
168.8
148927
1148
72.36
17439.72
0.004
T14
29 - 25
L76x76x8
4.4116
4.4116
188.4
148927
1148
41.81
17439.72
0.002
T15
25 - 21
L76x76x8
4.9356
4.9356
210.8
148927
1148
10.62
17439.72
0.001
RISATower
Page
Job
I. P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
57 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
13:51:22 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
80 - 76
Leg Diagonal Top Girt Leg Diagonal Top Girt
L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10
3 13 7 19 26 22
-310.28 -238.19 25.56 -1015.91 -643.38 236.29
5975.28 5191.70 27557.02 5975.28 5191.70 27557.02
5.2 4.6 0.3 17.0 12.4 0.9 1.2 (b) 37.7 21.0 2.1 2.9 (b) 67.9 31.5 9.8 59.5 35.8 6.8 9.5 (b) 43.8 18.8 43.8 55.1 79.4 47.0 7.4 10.3 (b) 105.0 60.6 9.7 13.5 (b) 60.4 63.0 10.7 14.9 (b) 77.0 74.9 16.7 92.5 102.2 31.8 104.6 13.6 4.5 6.0 (b) 8.9 127.3 17.4 4.8 5.2 (b) 7.4 56.3 16.3 5.4 4.2 65.7 89.1 (b) 25.6
Pass Pass Pass Pass Pass Pass
T2
76 - 72
T3
72 - 68
Leg Diagonal Top Girt
L64x64x10 L76x76x10 L76x76x10
35 44 38
-2255.64 -1090.70 570.56
5975.28 5191.70 27557.02
T4
68 - 64
T5
64 - 60
Leg Diagonal Top Girt Leg Diagonal Top Girt
L64x64x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10
51 60 56 67 76 71
-4060.12 -1634.88 -587.97 -6295.05 -1858.82 1869.23
5975.28 5191.70 5987.87 10588.01 5191.70 27557.02
Guy A@64 Guy B@64 Guy C@64 Guy D@64 Leg Diagonal Top Girt
16 16 16 16 L76x76x10 L76x76x10 L76x76x10
344 343 342 341 83 92 87
4216.64 1804.64 4215.74 5298.69 -8404.43 -2455.68 2034.67
9616.16 9616.16 9616.16 9616.16 10588.01 5223.73 27557.02
T6
60 - 56
T7
56 - 52
Leg Diagonal Top Girt
L76x76x10 L76x76x10 L76x76x10
99 108 103
-11115.56 -3163.89 2669.72
10588.01 5223.73 27557.02
T8
52 - 48
Leg Diagonal Top Girt
L102x102x10 L76x76x10 L76x76x10
115 124 119
-15378.83 -3292.35 2947.76
25461.10 5223.73 27557.02
T9
48 - 44
T10
44 - 40
T11
40 - 36.5
Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Horizontal
L102x102x10 L76x76x10 L76x76x10 L102x102x10 L76x76x10 L76x76x10 L102x102x10 L102x102x8 L76x76x10
131 140 136 147 156 152 163 167 165
-19616.38 -3959.72 -1021.52 -23550.75 -5406.28 -1938.30 -31329.36 -1670.98 -960.10
25461.10 5288.68 6099.72 25461.10 5288.68 6099.72 29962.03 12294.97 21130.49
T12
36.5 - 32.5
Inner Bracing Leg Diagonal Horizontal
L76x76x8 L102x102x10 L102x102x8 L76x76x10
178 183 187 185
-364.90 -31966.30 -1623.75 -948.39
4078.46 25118.57 9308.29 19646.53
T13
32.5 - 29
T14
29 - 25
Inner Bracing Leg Diagonal Horizontal Inner Bracing Leg
L76x76x8 L127x127x13 L102x102x8 L76x76x10 L76x76x8 L127x127x13
197 203 207 205 217 223
-227.71 -33675.52 -1647.99 -953.51 -97.64 -35575.58
3059.79 59766.43 10139.31 17812.90 2302.35 54151.57
Diagonal
L102x102x8
227
-2016.11
7873.67
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Fail Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass
RISATower I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
No.
T15
Project
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
Critical Element
P kg
SF*Pallow kg
25 - 21
Horizontal Inner Bracing Leg
L76x76x10 L76x76x8 L127x127x13
225 237 243
-1153.26 -70.16 -38647.40
16152.80 1848.27 53436.40
Diagonal Horizontal
L102x102x8 L102x102x8
247 248
-385.02 -1617.63
Inner Bracing Leg Diagonal Horizontal
L76x76x8 L127x127x13 L102x102x8 L102x102x8
257 263 267 265
-66.24 -39225.91 -1069.65 -558.82
Inner Bracing Leg Diagonal Horizontal
L102x102x6 L127x127x13 L102x102x8 L102x102x8
277 283 287 285
-48.60 -40449.06 -1619.71 -961.19
Inner Bracing Leg
L102x102x6 L127x127x13
300 303
-36.26 -42169.23
Diagonal Horizontal
L102x102x8 L102x102x8
307 305
-1750.51 -971.47
Inner Bracing Leg Diagonal Horizontal Inner Bracing
L102x102x6 L127x127x13 L76x76x8 L102x102x8 L102x102x6
317 323 333 331 338
-57.98 -47984.64 -4058.29 -6760.71 -105.95
T17
17 - 13
T18
13 - 9
9-0
13:51:22 09/24/13
Client
Component Type
21 - 17
T19
Date
Elevation m
T16
58 of 58
TORRE DE 80m-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25.
Section
Page
Job
Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
7.1 3.8 72.3 96.8 (b) 6657.13 5.8 26056.06 6.2 6.6 (b) 1476.67 4.5 53436.40 73.4 5689.54 18.8 24686.19 2.3 2.7 (b) 2111.59 2.3 53436.40 75.7 4881.72 33.2 23207.06 4.1 4.6 (b) 1194.95 3.0 53436.40 78.9 79.3 (b) 6853.70 25.5 21620.79 4.5 5.3 (b) 1244.22 4.7 42201.67 113.7 3384.71 119.9 23290.69 29.0 749.19 14.1 Summary Leg (T12) 127.3 Diagonal 119.9 (T19) Horizontal 29.0 (T19) Top Girt 31.8 (T10) Inner 14.1 Bracing (T19) Guy A (T5) 43.8 Guy B (T5) 18.8 43.8 Guy C (T5) Guy D (T5) 55.1 Bolt Checks 96.8 RATING = 127.3
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Pass Pass Pass Pass Pass Pass Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=80m C. ACTUAL EB. PLANADAS.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 80.0000
50
Tilt (deg) 100
0
0.05
Twist (deg) 0.1
0
0.05
0.1 80.0000
76.0000
76.0000
72.0000
72.0000
68.0000
68.0000
64.0000
64.0000
60.0000
60.0000
56.0000
56.0000
52.0000
52.0000
48.0000
48.0000
44.0000
44.0000
40.0000
40.0000
36.5000
36.5000
32.5000
32.5000
29.0000
29.0000
25.0000
25.0000
21.0000
21.0000
17.0000
17.0000
13.0000
13.0000
9.0000
9.0000
0.0000 0
0.0000 50
100
0
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.05
Job:
0.1
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC80m PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS.eri
Feedline Distribution Chart 0.0000 - 80.0000 Round
80.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
80.0000
76.0000
76.0000
73.0000
73.0000
73.0000
72.0000
72.0000
69.0000
69.0000
69.0000
68.0000
68.0000
65.0000
65.0000
65.0000
64.0000
64.0000
61.0000
61.0000
61.0000
60.0000
60.0000
57.0000
57.0000
57.0000
56.0000
56.0000
53.0000
53.0000 52.0000
48.0000
48.0000
44.0000
44.0000
29.0000
25.0000
21.0000 19.0000
19.0000
17.0000
19.0000
32.5000
29.0000
25.0000
1/2 (1 ANT TV E)
32.5000
36.5000
1/2 (2 ANT TV E)
36.5000
40.0000
1/2 (2 ANT TV E)
39.0000
(2) 1/2 (4 ANT TV E)
39.0000
(2) 1/2 (4 ANT TV E)
40.5000
39.0000
(2) 1/2 (4 ANT TV E)
42.0000
40.5000
(2) 1/2 (4 ANT TV E)
42.0000
40.5000
(2) 1/2 (4 ANT TV E)
40.0000
42.0000
(2) 1/2 (4 ANT TV E)
21.0000
17.0000
13.0000
13.0000 7/8 (1 ANT MW E)
Elevation (m)
53.0000 52.0000
9.0000
0.0000
9.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC80m PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS.eri
Stress Distribution Chart 0.0000 - 80.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
80.0000
80.0000
76.0000
76.0000
72.0000
72.0000
68.0000
68.0000
64.0000
64.0000
60.0000
60.0000
56.0000
56.0000
52.0000
52.0000
48.0000
48.0000
44.0000
44.0000
40.0000
40.0000
36.5000
36.5000
32.5000
32.5000
29.0000
29.0000
25.0000
25.0000
21.0000
21.0000
17.0000
17.0000
13.0000
13.0000
9.0000
9.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS--TC80m PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS\TC80m C. ACTUAL EB. PLANADAS.eri
CONDICION NUEVA. EB. PLANADAS.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
R=39.0000 m
314.5 430.3
1 3@1 2 @ 1.5
83.0 m
80.0 m
T3
1223.2
4.2
L51x51x5
L51x51x5
T1
L64x64x6
T2
R=39.0000 m
86.0 m
L64x64x10
T4
1223.2
76.0 m
T5
1223.2
72.0 m
68.0 m
R=39.0000 m
R=39.0000 m
T6
1223.2
PLAN
1269.4
10 @ 4
TYPE
1269.4
65 - 57.5
AT15-250 (N)
86
2 ANT TV 0.30x1.20m (E)
65 - 57.5
AT15-250 (N) AT15-250 (N)
85 85
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
61 - 57.5 61 - 57.5
AT15-250 (N)
84
2 ANT TV 0.30x1.20m (E)
57 - 56.5
AT15-250 (N)
84
2 ANT TV 0.30x1.20m (E)
57 - 56.5
AT15-250 (N)
83
2 ANT TV 0.30x1.20m (E)
56.5 - 53
AT15-250 (N)
83
2 ANT TV 0.30x1.20m (E)
56.5 - 53
CxMANTENIMIENTO
80
2 ANT TV 0.30x1.20m (E)
42 - 41.5
2 ANT TV 0.30x1.20m (E)
73 - 58.5
2 ANT TV 0.30x1.20m (E)
40.5
2 ANT TV 0.30x1.20m (E)
73 - 58.5
1 ANT TV 0.30x1.20m (E)
39.5 - 39
2 ANT TV 0.30x1.20m (E)
69 - 58.5
8 FT DISH (1 ANT MW Ø2.40m E)
19
2 ANT TV 0.30x1.20m (E)
69 - 58.5
1269.4
T9
1360.5
T10
MATERIAL STRENGTH GRADE
1360.5
A36
A572-50
44.0 m
A572-50
Fy 344738 kPa
Fu 448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
1 @ 3.5
1359.4 1560.6 1816.2
1 @ 3.5
4.849 L76x76x8
Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 173.2%
2051.8
29.0 m
25.0 m
2442.2
5@4
21.0 m
13.0 m
9.0 m
4232.7
AXIAL 46688 kg 1@9
L76x76x8
MAX. CORNER REACTIONS AT BASE: DOWN: 47526 kg UPLIFT: -24233 kg SHEAR: 20664 kg
2872.2
10.715
L102x102x6
2655.7
9.47
17.0 m
11.96
N.A.
L102x102x8
8.225
2208.6
6.98
L102x102x8
T16 T17 T18
L127x127x13
T20 T21
TOWER DESIGN NOTES 1. 2. 3. 4.
36.5 m
32.5 m
6.239
5.59
L76x76x10
T14 T15
1@4
40.0 m
T13
T12
T11
1360.5
48.0 m
L102x102x10
ELEVATION
2 ANT TV 0.30x1.20m (E)
52.0 m
T19
TYPE
86
m
56.0 m
ELEVATION
AT15-250 (N)
%
L76x76x10
86 - 41.5 85 84 83 80 73 69 65 61 57 56.5 42 40.5 39.5 19 58.5 57.5 56.5 - 39 53 DESIGNED APPURTENANCE LOADING
10 I T=
L76x76x10
N.A.
T7
AT15-250 CxMANTENIMIENTO 2 1 8 ANT FT DISH TV (N) 0.30x1.20m (1 ANT MW(E) Ø2.40m E) 50 . 44 73
60.0 m
= LC
T8
HS
L76x76x10
E 16
N.A.
64.0 m
SHEAR 25344 kg
MOMENT 918419 kg-m
34726.5 Weight (kg)
# Panels @ (m)
Face Width (m)
Inner Bracing
Horizontals
Top Girts
Diagonal Grade
Diagonals
Leg Grade
Legs
3468 kg R=39.0000 m
kg 90
Section
0.0 m
68
18.1
5954 kg
TORQUE 11912 kg-m REACTIONS - 120 kph WIND
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC80+6m PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS.eri
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
1 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
SALIDA 2 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x guyed tower with an overall height of 86.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.0000 m at the top and 18.1000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. Pressures are calculated at each section. Safety factor used in guy design is 2. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
uy G A
G uy
B
Ing. C. Londoño M.
X Z
uy G C
Face D
W in d
45
G uy
D
Wind 90
Face C
Face A
Face B
Wind 0
Square Corner M ounted Guyed To wer
Tower Section Geometry Tower Section
Tower Elevation
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
Assembly Database
Description
Section Width m 1.0000 1.0000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.8490 5.5900 6.2390 6.9800 8.2250 9.4700 10.7150 11.9600
Number of Sections 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 3.0000 3.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
3 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
m 1.0000 1.5000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000
X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down
Has K Brace End Panels No No No No No No No No No No No No No No No No No No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-83.0000 T2 83.0000-80.0000 T3 80.0000-76.0000 T4 76.0000-72.0000 T5 72.0000-68.0000 T6 68.0000-64.0000 T7 64.0000-60.0000 T8 60.0000-56.0000 T9 56.0000-52.0000 T10 52.0000-48.0000 T11 48.0000-44.0000 T12 44.0000-40.0000 T13 40.0000-36.5000 T14
Leg Type
Leg Size
Leg Grade
Diagonal Type
Diagonal Size
Diagonal Grade
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x6
Equal Angle
L51x51x5
Equal Angle
L64x64x10
Equal Angle
L76x76x10
Equal Angle
L64x64x10
Equal Angle
L76x76x10
Equal Angle
L64x64x10
Equal Angle
L76x76x10
Equal Angle
L64x64x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L102x102x10
Equal Angle
L76x76x10
Equal Angle
L102x102x10
Equal Angle
L76x76x10
Equal Angle
L102x102x10
Equal Angle
L76x76x10
Equal Angle
L102x102x10
Equal Angle
L102x102x8
Equal Angle
L102x102x10
A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50
Equal Angle
L102x102x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Tower Elevation m 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
4 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg Type
Leg Size
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Equal Angle
L127x127x13
Leg Grade (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa) A572-50 (344738 kPa)
Diagonal Type
Diagonal Size
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L76x76x8
16:08:02 09/24/13 Designed by
Ing. C. Londoño M. Diagonal Grade (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-83.0000 T2 83.0000-80.0000 T3 80.0000-76.0000 T4 76.0000-72.0000 T5 72.0000-68.0000 T6 68.0000-64.0000 T7 64.0000-60.0000 T8 60.0000-56.0000 T9 56.0000-52.0000 T10 52.0000-48.0000 T11 48.0000-44.0000 T12 44.0000-40.0000 T13 40.0000-36.5000
Top Girt Type
Top Girt Size
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Top Girt Grade
Bottom Girt Type
A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa)
Bottom Girt Size
Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Page
Job
RISATower
5 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000
No. of Mid Girts None
Mid Girt Type
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000
Secondary Horizontal Type
Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round
Secondary Horizontal Size
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Page
Job
RISATower
6 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1.1
1
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.4
1
1.5
0
0
Page
Job
RISATower
7 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm
m 00 T20 13.0000-9.000 0 T21 9.0000-0.0000
m2
mm
0.0000
0
A36 (248211 kPa)
1.4
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.4
1
1.5
0
0
Tower Section Geometry (cont’d) Tower Elevation
m T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
1
No
No
1
1 1
No
No
0.5
No
No
No
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 0.5
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
No
No
0.5
1
1
1
1
0.5
1
1
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds
Legs
X Brace Diags X Y 1
K Brace Diags X Y 0.5
K Factors1 Single Girts Diags
Horiz.
Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y 36.5000-32.50 1 1 0.5 1 1 00 T15 No No 0.5 1 1 1 1 0.5 1 1 32.5000-29.00 1 0.5 1 1 0.25 1 1 00 T16 No No 0.5 1 1 1 1 0.5 1 1 29.0000-25.00 1 0.5 1 1 0.25 1 1 00 T17 No No 0.5 1 1 1 1 0.5 1 1 25.0000-21.00 1 0.5 1 1 0.25 1 1 00 T18 No No 0.5 1 1 1 1 0.5 1 1 21.0000-17.00 1 0.5 1 1 0.25 1 1 00 T19 No No 0.5 1 1 1 1 0.25 1 1 17.0000-13.00 1 0.5 1 1 0.25 1 1 00 T20 No No 0.5 1 0.5 1 1 0.25 1 1 13.0000-9.000 1 0.5 1 1 0.25 1 1 0 No No 0.25 1 0.25 1 1 0.25 1 1 T21 1 0.25 1 1 0.25 1 1 9.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d) Tower Elevation m
T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
Project
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00 T20 13.0000-9.000 0 T21 9.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Leg
9 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation m
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Designed by
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Tower Section Geometry (cont’d)
U
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Leg Connection Type
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Tower Elevation m
10 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
16 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
19 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
1
16 A394T0
1
16 A394T0
16 A394T0
2
16 A394T0
2
6
16 A394T0
2
16 A394T0
19 A394T0
8
16 A394T0
2
Sleeve SS
19 A394T0
8
16 A394T0
Sleeve SS
19 A394T0
8
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A325N
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A325N
No.
0
16 A325N
2
16 A394T0
0
16 A325N
0
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
8
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
19 A394T0
8
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
Sleeve SS
19 A394T0
8
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
Sleeve SS
19 A394T0
8
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
2
16 A325N
0
Sleeve SS
19 A394T0
4
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
2
16 A325N
0
Sleeve SS
19 A394T0
6
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
2
16 A325N
0
Sleeve SS
19 A394T0
12
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
12
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
6
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
6
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
12
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
6
1
1
0
2
0
0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
T20 Sleeve SS 13.0000-9.000 0 T21 Sleeve SS 9.0000-0.0000
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Leg Connection Type
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Tower Elevation m
11 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Diagonal
Bolt Size mm 19 A394T0
No.
19 A394T0
8
8
Top Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
3
3
Bottom Girt
Bolt Size mm 16 A394T0
No.
16 A394T0
0
0
Bolt Size mm 16 A394T0
No.
16 A394T0
0
Mid Girt
0
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A325N
No.
16 A325N
2
2
Bolt Size mm 16 A394T0
No.
16 A394T0
3
3
Bolt Size mm 16 A325N
No.
16 A325N
0
0
Guy Data Guy Elevation
Guy Grade
m 64
EHS
A B C D
Guy Size
Initial Tension
16 16 16 16
kg 1923.23 1923.23 1923.23 1923.23
%
Guy Modulus
kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7
Guy Weight
Lu
Anchor Radius
kglm 1.21 1.21 1.21 1.21
m 73.3824 73.3824 73.3824 73.3824
m 39.0000 39.0000 39.0000 39.0000
Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000
Anchor Elevation m 0.0000 0.0000 0.0000 0.0000
End Fitting Efficiency % 100% 100% 100% 100%
Guy Data(cont’d) Guy Elevation m
Mount Type
64
Corner
Torque-Arm Spread
Torque-Arm Leg Angle
m
°
Torque-Arm Style
Torque-Arm Grade
Torque-Arm Type
Torque-Arm Size
Guy Data (cont’d) Guy Elevation m 64.0000
Diagonal Grade
Diagonal Type
A572-50 (344738 kPa)
Solid Round
Upper Diagonal Size
Lower Diagonal Size
Is Strap.
Pull-Off Grade
Pull-Off Type
A572-50 (344738 kPa)
Solid Round
Guy Data (cont’d)
Pull-Off Size
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Cable Weight A kg 88.78
m 64
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Guy Elevation
12 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Cable Weight B kg 88.78
Cable Weight C kg 88.78
Cable Weight D kg 88.78
Tower Intercept A m 1.6619 4.0 sec/pulse
Tower Intercept B m 1.6619 4.0 sec/pulse
Tower Intercept C m 1.6619 4.0 sec/pulse
16:08:02 09/24/13 Designed by
Ing. C. Londoño M. Tower Intercept D m 1.6619 4.0 sec/pulse
Guy Data (cont’d) Guy Elevation m
Calc K Single Angles No
64
Torque Arm Kx Ky
Calc K Solid Rounds No
Kx
Pull Off Ky
Diagonal Kx Ky
1
1
1
1
Guy Data (cont’d) Guy Elevation m 64
Bolt Size mm 16 A325N
Torque-Arm Number Net Width Deduct mm 0 0
U
Bolt Size mm
0.75
16 A325N
Pull Off Number Net Width Deduct mm 0 0
U
Bolt Size mm
0.75
16 A325N
Diagonal Number Net Width Deduct mm 0 0
U
0.75
Guy Pressures Guy Elevation m 64
Guy Location A B C D
z
qz
m 32.0000 32.0000 32.0000 32.0000
kPa 0.95 0.95 0.95 0.95
qz Ice kPa
Ice Thickness mm
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 73.0000 - 0.0000
2
2
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
69.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
65.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
61.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
57.0000 - 0.0000
2
2
15
15
0.37
RISATower
1/2 (4 ANT TV E) 1/2 (2 ANT TV E) 1/2 (2 ANT TV E) 1/2 (1 ANT TV E) 7/8 (1 ANT MW E) 3 (8 ANT RF N)
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face Allow or Shield Leg D No
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 53.0000 - 0.0000
2
2
Clear Spacing mm 15
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
42.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
40.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
39.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
19.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
84.0000 - 0.0000
2
2
76
76
2.65
Feed Line/Linear Appurtenances Section Areas Tower Section
13 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Description
Page
Job
T1
Tower Elevation m 86.0000-83.0000
T2
83.0000-80.0000
T3
80.0000-76.0000
T4
76.0000-72.0000
T5
72.0000-68.0000
T6
68.0000-64.0000
T7
64.0000-60.0000
T8
60.0000-56.0000
T9
56.0000-52.0000
T10
52.0000-48.0000
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 0.000 0.000 0.153 0.000 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 5.30 0.00 0.00 0.00 15.89 0.00 0.00 0.00 21.19 0.00 0.00 0.00 21.94 0.00 0.00 0.00 24.91 0.00 0.00 0.00 27.89 0.00 0.00 0.00 30.86 0.00 0.00 0.00 33.84 0.00 0.00 0.00 36.82 0.00 0.00 0.00 39.05
RISATower I. P. DOLMEN S.A.
Tower Section T11
Tower Elevation m 48.0000-44.0000
T12
44.0000-40.0000
T13
40.0000-36.5000
T14
36.5000-32.5000
T15
32.5000-29.0000
T16
29.0000-25.0000
T17
25.0000-21.0000
T18
21.0000-17.0000
T19
17.0000-13.0000
T20
13.0000-9.0000
T21
9.0000-0.0000
14 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 39.05 0.00 0.00 0.00 39.98 0.00 0.00 0.00 37.70 0.00 0.00 0.00 43.51 0.00 0.00 0.00 38.07 0.00 0.00 0.00 43.51 0.00 0.00 0.00 43.51 0.00 0.00 0.00 45.12 0.00 0.00 0.00 46.73 0.00 0.00 0.00 46.73 0.00 0.00 0.00 105.14
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8
m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000
mm 0 0 0 0 0 0 0 0
mm 22 111 162 169 197 224 238 263
CPX Ice mm 0 0 0 0 0 0 0 0
CPZ Ice mm 22 111 162 169 197 224 238 263
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
15 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
16:08:02 09/24/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section
Elevation
CPX
CPZ
T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
m 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 287 277 258 264 286 332 305 343 372 419 401 424 764
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0
Ing. C. Londoño M.
CPZ Ice mm 287 277 258 264 286 332 305 343 372 419 401 424 764
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 80.0000
Offset From Centroid m 0.0000
Azimuth Angle
Weight
° 0.0000 No Ice Service
kg 320.00 320.00
Fx
Fz
kg
Wind Force
kg 0.00 0.00
CAAC m2 0.0000 0.0000
kg 0.00 0.00
0.00 0.00
Discrete Tower Loads Description
Face or Leg
Offset Type
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
Offsets: Horz Lateral Vert m m m 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
58.5000 73.0000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000 73.0000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000 69.0000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000 69.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 65.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 65.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 61.0000
No Ice
0.3000
0.0800
24.00
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
16 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Leg
2 ANT TV 0.30x1.20m (E)
A
From Leg
1 ANT TV 0.30x1.20m (E)
A
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000
Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
57.5000 61.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 57.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 57.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 53.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 53.0000
No Ice
0.3000
0.0800
24.00
0.0000
41.5000 42.0000
No Ice
0.3000
0.0800
24.00
0.0000
40.5000
No Ice
0.3000
0.0800
24.00
0.0000
39.5000 39.0000
No Ice
0.1500
0.0400
12.00
0.0000
86.0000
No Ice
0.4750
0.2600
10.00
0.0000
86.0000
No Ice
0.4750
0.2600
10.00
0.0000
85.0000
No Ice
0.4750
0.2600
10.00
0.0000
85.0000
No Ice
0.4750
0.2600
10.00
0.0000
84.0000
No Ice
0.4750
0.2600
10.00
0.0000
84.0000
No Ice
0.4750
0.2600
10.00
0.0000
83.0000
No Ice
0.4750
0.2600
10.00
0.0000
83.0000
No Ice
0.4750
0.2600
10.00
Dishes
Page
Job
RISATower
17 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Description
Face or Leg
Dish Type
Offset Type
8 FT DISH (1 ANT MW Ø2.40m E)
D
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
° Worst
°
m 19.0000
m 2.4384
No Ice
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Aperture Area
Weight
m2 4.6730
kg 113.85
Tower Pressures - No Ice GH = 1.092 Section Elevation
z
KZ
qz
AG
m 84.5000
1.837
kPa 1.25
m2 3.109
T2 83.0000-80.00 00
81.5000
1.818
1.24
7.924
T3 80.0000-76.00 00
78.0000
1.795
1.22
16.955
T4 76.0000-72.00 00
74.0000
1.769
1.21
16.955
T5 72.0000-68.00 00
70.0000
1.741
1.19
16.955
T6 68.0000-64.00 00
66.0000
1.712
1.17
16.955
T7 64.0000-60.00 00
62.0000
1.681
1.15
16.980
T8 60.0000-56.00 00
58.0000
1.65
1.12
16.980
T9 56.0000-52.00 00
54.0000
1.616
1.10
16.980
T10 52.0000-48.00 00
50.0000
1.581
1.08
17.030
T11 48.0000-44.00
46.0000
1.544
1.05
17.030
m T1 86.0000-83.00 00
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
AF
AR
Aleg
m2 0.915 0.915 0.915 0.915 1.262 1.262 1.262 1.262 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.973 1.973 1.973 1.973 1.971 1.971 1.971 1.971 1.971 1.971 1.971 1.971 2.191 2.191 2.191 2.191 2.385 2.385
m2 0.000 0.000 0.000 0.153 0.000 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319 0.000 0.000
m2 0.381
0.477
0.508
0.508
0.508
0.508
0.610
0.610
0.610
0.813
0.813
Leg %
41.62 41.62 41.62 35.66 37.81 37.81 37.81 27.73 27.27 27.27 27.27 20.53 27.27 27.27 27.27 20.29 27.27 27.27 27.27 19.37 27.27 27.27 27.27 18.54 30.89 30.89 30.89 20.54 30.93 30.93 30.93 19.77 30.93 30.93 30.93 19.04 37.09 37.09 37.09 23.16 34.08 34.08
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
m
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section Elevation
18 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
KZ
m
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
00 T12 44.0000-40.00 00
42.0000
1.504
1.03
17.030
T13 40.0000-36.50 00
38.2500
1.465
1.00
16.038
T14 36.5000-32.50 00
34.5000
1.422
0.97
21.109
T15 32.5000-29.00 00
30.7500
1.376
0.94
20.955
T16 29.0000-25.00 00
27.0000
1.326
0.90
26.729
T17 25.0000-21.00 00
23.0000
1.267
0.86
30.703
T18 21.0000-17.00 00
19.0000
1.199
0.82
35.683
T19 17.0000-13.00 00
15.0000
1.121
0.76
40.663
T20 13.0000-9.000 0
11.0000
1.026
0.70
45.643
T21 9.0000-0.0000
4.5000
1
0.68
135.958
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 2.385 2.385 2.385 2.385 2.385 2.385 2.255 2.255 2.255 2.255 2.590 2.590 2.590 2.590 2.868 2.868 2.868 2.868 3.249 3.249 3.249 3.249 3.470 3.470 3.470 3.470 3.735 3.735 3.735 3.735 4.673 4.673 4.673 4.673 4.995 4.995 4.995 4.995 8.019 8.019 8.019 8.019
m2 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619
m2
Leg %
34.08 21.94 34.08 34.08 34.08 21.73 31.81 31.81 31.81 20.21 31.66 31.66 31.66 20.07 31.26 31.26 31.26 21.47 31.54 31.54 31.54 21.60 29.98 29.98 29.98 20.95 27.86 27.86 27.86 19.68 22.26 22.26 22.26 16.56 20.83 20.83 20.83 15.75 31.65 31.65 31.65 21.81
0.813
0.717
0.820
0.897
1.025
1.040
1.040
1.040
1.040
2.538
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000
Tower Pressure - Service GH = 1.092 Section Elevation
z
m T1 86.0000-83.00 00 T2
KZ
qz
AG
m 84.5000
1.837
kPa 0.31
m2 3.109
81.5000
1.818
0.31
7.924
F a c e A B C D A
AF
AR
Aleg
m2 0.915 0.915 0.915 0.915 1.262
m2 0.000 0.000 0.000 0.153 0.000
m2 0.381
0.477
Leg %
41.62 41.62 41.62 35.66 37.81
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
m 83.0000-80.00 00
m
KZ
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section Elevation
19 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T3 80.0000-76.00 00
78.0000
1.795
0.31
16.955
T4 76.0000-72.00 00
74.0000
1.769
0.30
16.955
T5 72.0000-68.00 00
70.0000
1.741
0.30
16.955
T6 68.0000-64.00 00
66.0000
1.712
0.29
16.955
T7 64.0000-60.00 00
62.0000
1.681
0.29
16.980
T8 60.0000-56.00 00
58.0000
1.65
0.28
16.980
T9 56.0000-52.00 00
54.0000
1.616
0.28
16.980
T10 52.0000-48.00 00
50.0000
1.581
0.27
17.030
T11 48.0000-44.00 00
46.0000
1.544
0.26
17.030
T12 44.0000-40.00 00
42.0000
1.504
0.26
17.030
T13 40.0000-36.50 00
38.2500
1.465
0.25
16.038
T14 36.5000-32.50 00
34.5000
1.422
0.24
21.109
T15 32.5000-29.00 00
30.7500
1.376
0.23
20.955
T16 29.0000-25.00 00
27.0000
1.326
0.23
26.729
T17
23.0000
1.267
0.22
30.703
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
AF
AR
Aleg
m2 1.262 1.262 1.262 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.973 1.973 1.973 1.973 1.971 1.971 1.971 1.971 1.971 1.971 1.971 1.971 2.191 2.191 2.191 2.191 2.385 2.385 2.385 2.385 2.385 2.385 2.385 2.385 2.255 2.255 2.255 2.255 2.590 2.590 2.590 2.590 2.868 2.868 2.868 2.868 3.249 3.249 3.249 3.249 3.470
m2 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000
m2
0.508
0.508
0.508
0.508
0.610
0.610
0.610
0.813
0.813
0.813
0.717
0.820
0.897
1.025
1.040
Leg %
37.81 37.81 27.73 27.27 27.27 27.27 20.53 27.27 27.27 27.27 20.29 27.27 27.27 27.27 19.37 27.27 27.27 27.27 18.54 30.89 30.89 30.89 20.54 30.93 30.93 30.93 19.77 30.93 30.93 30.93 19.04 37.09 37.09 37.09 23.16 34.08 34.08 34.08 21.94 34.08 34.08 34.08 21.73 31.81 31.81 31.81 20.21 31.66 31.66 31.66 20.07 31.26 31.26 31.26 21.47 31.54 31.54 31.54 21.60 29.98
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
16:08:02 09/24/13 Designed by
Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
m 25.0000-21.00 00
m
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section Elevation
20 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
kPa
m2
T18 21.0000-17.00 00
19.0000
1.199
0.20
35.683
T19 17.0000-13.00 00
15.0000
1.121
0.19
40.663
T20 13.0000-9.000 0
11.0000
1.026
0.17
45.643
T21 9.0000-0.0000
4.5000
1
0.17
135.958
F a c e B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 3.470 3.470 3.470 3.735 3.735 3.735 3.735 4.673 4.673 4.673 4.673 4.995 4.995 4.995 4.995 8.019 8.019 8.019 8.019
m2 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619
m2
Leg %
1.040
1.040
1.040
2.538
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
29.98 29.98 20.95 27.86 27.86 27.86 19.68 22.26 22.26 22.26 16.56 20.83 20.83 20.83 15.75 31.65 31.65 31.65 21.81
Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-83.00 00
5.30
kg 314.53
T2 83.0000-80.00 00
15.89
430.32
T3 80.0000-76.00 00
21.19
1223.17
T4 76.0000-72.00 00
21.94
1223.17
T5 72.0000-68.00 00
24.91
1223.17
T6 68.0000-64.00 00
27.89
1223.17
T7 64.0000-60.00 00
30.86
1269.36
T8 60.0000-56.00 00
33.84
1269.36
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.294 0.294 0.294 0.344 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.11 0.11 0.11 0.162 0.116 0.116 0.116 0.175 0.116 0.116 0.116
CF
2.61 2.61 2.61 2.445 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.4 3.4 3.4 3.151 3.368 3.368 3.368 3.091 3.369 3.369 3.369
RR
0.614 0.614 0.614 0.63 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.576 0.576 0.576 0.583 0.577 0.577 0.577 0.586 0.577 0.577 0.577
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.915 0.915 0.915 1.012 1.262 1.262 1.262 1.535 1.863 1.863 1.863 2.218 1.863 1.863 1.863 2.236 1.863 1.863 1.863 2.305 1.863 1.863 1.863 2.375 1.973 1.973 1.973 2.556 1.971 1.971 1.971
kg 344.72
kglm 114.91
D
615.33
205.11
D
974.09
243.52
D
964.56
241.14
D
968.88
242.22
D
971.56
242.89
D
1007.63
251.91
D
1004.88
251.22
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m
kg
kg
T9 56.0000-52.00 00
36.82
1269.36
T10 52.0000-48.00 00
39.05
1360.51
T11 48.0000-44.00 00
39.05
1360.51
T12 44.0000-40.00 00
39.98
1360.51
T13 40.0000-36.50 00
37.70
1359.36
T14 36.5000-32.50 00
43.51
1560.57
T15 32.5000-29.00 00
38.07
1816.24
T16 29.0000-25.00 00
43.51
2051.83
T17 25.0000-21.00 00
43.51
2208.60
T18 21.0000-17.00 00
45.12
2442.21
T19 17.0000-13.00 00
46.73
2655.67
T20 13.0000-9.000 0
46.73
2872.20
T21 9.0000-0.0000
105.14
4232.66
Sum Weight:
786.76
34726.47
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
21 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.182 0.116 0.116 0.116 0.189 0.129 0.129 0.129 0.206 0.14 0.14 0.14 0.217 0.14 0.14 0.14 0.22 0.141 0.141 0.141 0.221 0.123 0.123 0.123 0.194 0.137 0.137 0.137 0.199 0.122 0.122 0.122 0.178 0.113 0.113 0.113 0.162 0.105 0.105 0.105 0.148 0.115 0.115 0.115 0.154 0.109 0.109 0.109 0.145 0.059 0.059 0.059 0.086
CF
RR
3.061 3.369 3.369 3.369 3.03 3.307 3.307 3.307 2.954 3.252 3.252 3.252 2.906 3.252 3.252 3.252 2.897 3.249 3.249 3.249 2.89 3.336 3.336 3.336 3.008 3.267 3.267 3.267 2.983 3.342 3.342 3.342 3.079 3.384 3.384 3.384 3.15 3.426 3.426 3.426 3.214 3.375 3.375 3.375 3.184 3.402 3.402 3.402 3.23 3.666 3.666 3.666 3.524
0.587 0.577 0.577 0.577 0.588 0.578 0.578 0.578 0.592 0.58 0.58 0.58 0.594 0.58 0.58 0.58 0.595 0.58 0.58 0.58 0.595 0.578 0.578 0.578 0.589 0.58 0.58 0.58 0.59 0.578 0.578 0.578 0.586 0.577 0.577 0.577 0.583 0.576 0.576 0.576 0.581 0.577 0.577 0.577 0.582 0.576 0.576 0.576 0.581 0.572 0.572 0.572 0.574
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Designed by
Ing. C. Londoño M.
AE
F
w
m2 2.624 1.971 1.971 1.971 2.695 2.191 2.191 2.191 2.972 2.385 2.385 2.385 3.169 2.385 2.385 2.385 3.191 2.255 2.255 2.255 3.025 2.590 2.590 2.590 3.471 2.868 2.868 2.868 3.640 3.249 3.249 3.249 4.125 3.470 3.470 3.470 4.342 3.735 3.735 3.735 4.636 4.673 4.673 4.673 5.609 4.995 4.995 4.995 5.929 8.019 8.019 8.019 10.095
kg
kglm
1000.99
250.25
D
1052.87
263.22
D
1078.47
269.62
D
1055.00
263.75
D
971.39
277.54
D
1126.22
281.56
D
1133.55
323.87
D
1277.50
319.38
D
1314.28
328.57
D
1355.55
338.89
D
1518.76
379.69
D
1490.41
372.60
D
2698.80
299.87
D
23925.45
Tower Forces - No Ice - Wind 45 To Face
Ctrl. Face
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-83.00 00
5.30
kg 314.53
T2 83.0000-80.00 00
15.89
430.32
T3 80.0000-76.00 00
21.19
1223.17
T4 76.0000-72.00 00
21.94
1223.17
T5 72.0000-68.00 00
24.91
1223.17
T6 68.0000-64.00 00
27.89
1223.17
T7 64.0000-60.00 00
30.86
1269.36
T8 60.0000-56.00 00
33.84
1269.36
T9 56.0000-52.00 00
36.82
1269.36
T10 52.0000-48.00 00
39.05
1360.51
T11 48.0000-44.00 00
39.05
1360.51
T12 44.0000-40.00 00
39.98
1360.51
T13 40.0000-36.50 00
37.70
1359.36
T14 36.5000-32.50 00
43.51
1560.57
T15 32.5000-29.00 00
38.07
1816.24
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
22 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.294 0.294 0.294 0.344 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.11 0.11 0.11 0.162 0.116 0.116 0.116 0.175 0.116 0.116 0.116 0.182 0.116 0.116 0.116 0.189 0.129 0.129 0.129 0.206 0.14 0.14 0.14 0.217 0.14 0.14 0.14 0.22 0.141 0.141 0.141 0.221 0.123 0.123 0.123 0.194 0.137 0.137 0.137
CF
2.61 2.61 2.61 2.445 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.4 3.4 3.4 3.151 3.368 3.368 3.368 3.091 3.369 3.369 3.369 3.061 3.369 3.369 3.369 3.03 3.307 3.307 3.307 2.954 3.252 3.252 3.252 2.906 3.252 3.252 3.252 2.897 3.249 3.249 3.249 2.89 3.336 3.336 3.336 3.008 3.267 3.267 3.267
RR
0.614 0.614 0.614 0.63 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.576 0.576 0.576 0.583 0.577 0.577 0.577 0.586 0.577 0.577 0.577 0.587 0.577 0.577 0.577 0.588 0.578 0.578 0.578 0.592 0.58 0.58 0.58 0.594 0.58 0.58 0.58 0.595 0.58 0.58 0.58 0.595 0.578 0.578 0.578 0.589 0.58 0.58 0.58
DF
1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.082 1.082 1.082 1.121 1.087 1.087 1.087 1.131 1.087 1.087 1.087 1.136 1.087 1.087 1.087 1.141 1.097 1.097 1.097 1.155 1.105 1.105 1.105 1.163 1.105 1.105 1.105 1.165 1.105 1.105 1.105 1.166 1.092 1.092 1.092 1.145 1.103 1.103 1.103
DR
1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.082 1.082 1.082 1.121 1.087 1.087 1.087 1.131 1.087 1.087 1.087 1.136 1.087 1.087 1.087 1.141 1.097 1.097 1.097 1.155 1.105 1.105 1.105 1.163 1.105 1.105 1.105 1.165 1.105 1.105 1.105 1.166 1.092 1.092 1.092 1.145 1.103 1.103 1.103
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 1.099 1.099 1.099 1.214 1.413 1.413 1.413 1.785 2.017 2.017 2.017 2.461 2.017 2.017 2.017 2.483 2.017 2.017 2.017 2.572 2.017 2.017 2.017 2.662 2.145 2.145 2.145 2.891 2.142 2.142 2.142 2.981 2.142 2.142 2.142 3.075 2.403 2.403 2.403 3.431 2.636 2.636 2.636 3.686 2.636 2.636 2.636 3.717 2.493 2.493 2.493 3.527 2.828 2.828 2.828 3.974 3.162 3.162 3.162
kg 413.66
kglm 137.89
D
715.57
238.52
D
1080.73
270.18
D
1071.41
267.85
D
1081.25
270.31
D
1089.31
272.33
D
1139.73
284.93
D
1141.73
285.43
D
1142.53
285.63
D
1215.64
303.91
D
1254.39
313.60
D
1228.81
307.20
D
1132.61
323.60
D
1289.69
322.42
D
1303.00
372.28
D
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
23 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T16 29.0000-25.00 00
43.51
2051.83
T17 25.0000-21.00 00
43.51
2208.60
T18 21.0000-17.00 00
45.12
2442.21
T19 17.0000-13.00 00
46.73
2655.67
T20 13.0000-9.000 0
46.73
2872.20
T21 9.0000-0.0000
105.14
4232.66
Sum Weight:
786.76
34726.47
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.199 0.122 0.122 0.122 0.178 0.113 0.113 0.113 0.162 0.105 0.105 0.105 0.148 0.115 0.115 0.115 0.154 0.109 0.109 0.109 0.145 0.059 0.059 0.059 0.086
CF
RR
DF
DR
2.983 3.342 3.342 3.342 3.079 3.384 3.384 3.384 3.15 3.426 3.426 3.426 3.214 3.375 3.375 3.375 3.184 3.402 3.402 3.402 3.23 3.666 3.666 3.666 3.524
0.59 0.578 0.578 0.578 0.586 0.577 0.577 0.577 0.583 0.576 0.576 0.576 0.581 0.577 0.577 0.577 0.582 0.576 0.576 0.576 0.581 0.572 0.572 0.572 0.574
1.149 1.091 1.091 1.091 1.133 1.085 1.085 1.085 1.121 1.078 1.078 1.078 1.111 1.086 1.086 1.086 1.116 1.082 1.082 1.082 1.109 1.044 1.044 1.044 1.064
1.149 1.091 1.091 1.091 1.133 1.085 1.085 1.085 1.121 1.078 1.078 1.078 1.111 1.086 1.086 1.086 1.116 1.082 1.082 1.082 1.109 1.044 1.044 1.044 1.064
Designed by
Ing. C. Londoño M.
AE
F
w
Ctrl. Face
m2 4.184 3.545 3.545 3.545 4.675 3.764 3.764 3.764 4.869 4.028 4.028 4.028 5.152 5.076 5.076 5.076 6.259 5.405 5.405 5.405 6.572 8.373 8.373 8.373 10.743
kg
kglm
1447.57
361.89
D
1473.68
368.42
D
1506.16
376.54
D
1694.72
423.68
D
1652.13
413.03
D
2872.06
319.12
D
26946.38
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-83.00 00
5.30
kg 314.53
T2 83.0000-80.00 00
15.89
430.32
T3 80.0000-76.00 00
21.19
1223.17
T4 76.0000-72.00 00
21.94
1223.17
T5 72.0000-68.00 00
24.91
1223.17
T6 68.0000-64.00 00
27.89
1223.17
F a c e A B C D A B C D A B C D A B C D A B C D A B C
e
0.294 0.294 0.294 0.344 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.11 0.11 0.11
CF
2.61 2.61 2.61 2.445 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.4 3.4 3.4
RR
0.614 0.614 0.614 0.63 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.576 0.576 0.576
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.915 0.915 0.915 1.012 1.262 1.262 1.262 1.535 1.863 1.863 1.863 2.218 1.863 1.863 1.863 2.236 1.863 1.863 1.863 2.305 1.863 1.863 1.863
kg 86.18
kglm 28.73
D
153.83
51.28
D
243.52
60.88
D
241.14
60.29
D
242.22
60.55
D
242.89
60.72
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m
kg
kg
T7 64.0000-60.00 00
30.86
1269.36
T8 60.0000-56.00 00
33.84
1269.36
T9 56.0000-52.00 00
36.82
1269.36
T10 52.0000-48.00 00
39.05
1360.51
T11 48.0000-44.00 00
39.05
1360.51
T12 44.0000-40.00 00
39.98
1360.51
T13 40.0000-36.50 00
37.70
1359.36
T14 36.5000-32.50 00
43.51
1560.57
T15 32.5000-29.00 00
38.07
1816.24
T16 29.0000-25.00 00
43.51
2051.83
T17 25.0000-21.00 00
43.51
2208.60
T18 21.0000-17.00 00
45.12
2442.21
T19 17.0000-13.00 00
46.73
2655.67
T20 13.0000-9.000 0
46.73
2872.20
T21 9.0000-0.0000
105.14
4232.66
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
24 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.162 0.116 0.116 0.116 0.175 0.116 0.116 0.116 0.182 0.116 0.116 0.116 0.189 0.129 0.129 0.129 0.206 0.14 0.14 0.14 0.217 0.14 0.14 0.14 0.22 0.141 0.141 0.141 0.221 0.123 0.123 0.123 0.194 0.137 0.137 0.137 0.199 0.122 0.122 0.122 0.178 0.113 0.113 0.113 0.162 0.105 0.105 0.105 0.148 0.115 0.115 0.115 0.154 0.109 0.109 0.109 0.145 0.059 0.059 0.059
CF
RR
3.151 3.368 3.368 3.368 3.091 3.369 3.369 3.369 3.061 3.369 3.369 3.369 3.03 3.307 3.307 3.307 2.954 3.252 3.252 3.252 2.906 3.252 3.252 3.252 2.897 3.249 3.249 3.249 2.89 3.336 3.336 3.336 3.008 3.267 3.267 3.267 2.983 3.342 3.342 3.342 3.079 3.384 3.384 3.384 3.15 3.426 3.426 3.426 3.214 3.375 3.375 3.375 3.184 3.402 3.402 3.402 3.23 3.666 3.666 3.666
0.583 0.577 0.577 0.577 0.586 0.577 0.577 0.577 0.587 0.577 0.577 0.577 0.588 0.578 0.578 0.578 0.592 0.58 0.58 0.58 0.594 0.58 0.58 0.58 0.595 0.58 0.58 0.58 0.595 0.578 0.578 0.578 0.589 0.58 0.58 0.58 0.59 0.578 0.578 0.578 0.586 0.577 0.577 0.577 0.583 0.576 0.576 0.576 0.581 0.577 0.577 0.577 0.582 0.576 0.576 0.576 0.581 0.572 0.572 0.572
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 2.375 1.973 1.973 1.973 2.556 1.971 1.971 1.971 2.624 1.971 1.971 1.971 2.695 2.191 2.191 2.191 2.972 2.385 2.385 2.385 3.169 2.385 2.385 2.385 3.191 2.255 2.255 2.255 3.025 2.590 2.590 2.590 3.471 2.868 2.868 2.868 3.640 3.249 3.249 3.249 4.125 3.470 3.470 3.470 4.342 3.735 3.735 3.735 4.636 4.673 4.673 4.673 5.609 4.995 4.995 4.995 5.929 8.019 8.019 8.019
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
251.91
62.98
D
251.22
62.80
D
250.25
62.56
D
263.22
65.80
D
269.62
67.40
D
263.75
65.94
D
242.85
69.38
D
281.56
70.39
D
283.39
80.97
D
319.38
79.84
D
328.57
82.14
D
338.89
84.72
D
379.69
94.92
D
372.60
93.15
D
674.70
74.97
D
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Self Weight
m
kg
kg
Sum Weight:
786.76
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Add Weight
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section Elevation
25 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D
e
0.086
CF
RR
3.524
0.574
DF
DR
1
1
AE
F
w
m2 10.095
kg
kglm
34726.47
Designed by
Ing. C. Londoño M. Ctrl. Face
5981.36
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-83.00 00
5.30
kg 314.53
T2 83.0000-80.00 00
15.89
430.32
T3 80.0000-76.00 00
21.19
1223.17
T4 76.0000-72.00 00
21.94
1223.17
T5 72.0000-68.00 00
24.91
1223.17
T6 68.0000-64.00 00
27.89
1223.17
T7 64.0000-60.00 00
30.86
1269.36
T8 60.0000-56.00 00
33.84
1269.36
T9 56.0000-52.00 00
36.82
1269.36
T10 52.0000-48.00 00
39.05
1360.51
T11 48.0000-44.00 00
39.05
1360.51
T12 44.0000-40.00 00
39.98
1360.51
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.294 0.294 0.294 0.344 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.11 0.11 0.11 0.162 0.116 0.116 0.116 0.175 0.116 0.116 0.116 0.182 0.116 0.116 0.116 0.189 0.129 0.129 0.129 0.206 0.14 0.14 0.14 0.217 0.14 0.14 0.14
CF
2.61 2.61 2.61 2.445 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.4 3.4 3.4 3.151 3.368 3.368 3.368 3.091 3.369 3.369 3.369 3.061 3.369 3.369 3.369 3.03 3.307 3.307 3.307 2.954 3.252 3.252 3.252 2.906 3.252 3.252 3.252
RR
0.614 0.614 0.614 0.63 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.576 0.576 0.576 0.583 0.577 0.577 0.577 0.586 0.577 0.577 0.577 0.587 0.577 0.577 0.577 0.588 0.578 0.578 0.578 0.592 0.58 0.58 0.58 0.594 0.58 0.58 0.58
DF
1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.082 1.082 1.082 1.121 1.087 1.087 1.087 1.131 1.087 1.087 1.087 1.136 1.087 1.087 1.087 1.141 1.097 1.097 1.097 1.155 1.105 1.105 1.105 1.163 1.105 1.105 1.105
DR
1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.082 1.082 1.082 1.121 1.087 1.087 1.087 1.131 1.087 1.087 1.087 1.136 1.087 1.087 1.087 1.141 1.097 1.097 1.097 1.155 1.105 1.105 1.105 1.163 1.105 1.105 1.105
AE
F
w
Ctrl. Face
m2 1.099 1.099 1.099 1.214 1.413 1.413 1.413 1.785 2.017 2.017 2.017 2.461 2.017 2.017 2.017 2.483 2.017 2.017 2.017 2.572 2.017 2.017 2.017 2.662 2.145 2.145 2.145 2.891 2.142 2.142 2.142 2.981 2.142 2.142 2.142 3.075 2.403 2.403 2.403 3.431 2.636 2.636 2.636 3.686 2.636 2.636 2.636
kg 103.42
kglm 34.47
D
178.89
59.63
D
270.18
67.55
D
267.85
66.96
D
270.31
67.58
D
272.33
68.08
D
284.93
71.23
D
285.43
71.36
D
285.63
71.41
D
303.91
75.98
D
313.60
78.40
D
307.20
76.80
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m
kg
kg
T13 40.0000-36.50 00
37.70
1359.36
T14 36.5000-32.50 00
43.51
1560.57
T15 32.5000-29.00 00
38.07
1816.24
T16 29.0000-25.00 00
43.51
2051.83
T17 25.0000-21.00 00
43.51
2208.60
T18 21.0000-17.00 00
45.12
2442.21
T19 17.0000-13.00 00
46.73
2655.67
T20 13.0000-9.000 0
46.73
2872.20
T21 9.0000-0.0000
105.14
4232.66
Sum Weight:
786.76
34726.47
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
26 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.22 0.141 0.141 0.141 0.221 0.123 0.123 0.123 0.194 0.137 0.137 0.137 0.199 0.122 0.122 0.122 0.178 0.113 0.113 0.113 0.162 0.105 0.105 0.105 0.148 0.115 0.115 0.115 0.154 0.109 0.109 0.109 0.145 0.059 0.059 0.059 0.086
CF
RR
DF
DR
2.897 3.249 3.249 3.249 2.89 3.336 3.336 3.336 3.008 3.267 3.267 3.267 2.983 3.342 3.342 3.342 3.079 3.384 3.384 3.384 3.15 3.426 3.426 3.426 3.214 3.375 3.375 3.375 3.184 3.402 3.402 3.402 3.23 3.666 3.666 3.666 3.524
0.595 0.58 0.58 0.58 0.595 0.578 0.578 0.578 0.589 0.58 0.58 0.58 0.59 0.578 0.578 0.578 0.586 0.577 0.577 0.577 0.583 0.576 0.576 0.576 0.581 0.577 0.577 0.577 0.582 0.576 0.576 0.576 0.581 0.572 0.572 0.572 0.574
1.165 1.105 1.105 1.105 1.166 1.092 1.092 1.092 1.145 1.103 1.103 1.103 1.149 1.091 1.091 1.091 1.133 1.085 1.085 1.085 1.121 1.078 1.078 1.078 1.111 1.086 1.086 1.086 1.116 1.082 1.082 1.082 1.109 1.044 1.044 1.044 1.064
1.165 1.105 1.105 1.105 1.166 1.092 1.092 1.092 1.145 1.103 1.103 1.103 1.149 1.091 1.091 1.091 1.133 1.085 1.085 1.085 1.121 1.078 1.078 1.078 1.111 1.086 1.086 1.086 1.116 1.082 1.082 1.082 1.109 1.044 1.044 1.044 1.064
AE
F
w
m2 3.717 2.493 2.493 2.493 3.527 2.828 2.828 2.828 3.974 3.162 3.162 3.162 4.184 3.545 3.545 3.545 4.675 3.764 3.764 3.764 4.869 4.028 4.028 4.028 5.152 5.076 5.076 5.076 6.259 5.405 5.405 5.405 6.572 8.373 8.373 8.373 10.743
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
283.15
80.90
D
322.42
80.61
D
325.75
93.07
D
361.89
90.47
D
368.42
92.11
D
376.54
94.14
D
423.68
105.92
D
413.03
103.26
D
718.01
79.78
D
6736.59
Mast Vectors - No Ice Section No. T1
Section Elevation m 86.0000-83.0000
T2
83.0000-80.0000
T3
80.0000-76.0000
T4
76.0000-72.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F kg 344.72 413.66 344.72 615.33 715.57 615.33 974.09 1080.73 974.09 964.56 1071.41 964.56
Vx
Vz
OTMx
OTMz
Torque
kg
kg -344.72 -292.50 0.00 -615.33 -505.98 0.00 -974.09 -764.19 0.00 -964.56 -757.60 0.00
kg-m -29126 -24714 3 -50128 -41216 21 -75934 -59562 45 -71331 -56016 47
kg-m
kg-m
0.00 292.50 344.72 0.00 505.98 615.33 0.00 764.19 974.09 0.00 757.60 964.56
0 -24717 -29129 0 -41237 -50150 0 -59607 -75979 0 -56063 -71378
0 6 7 0 56 69 0 124 158 0 128 163
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section No. T5
Section Elevation m 72.0000-68.0000
T6
68.0000-64.0000
T7
64.0000-60.0000
T8
60.0000-56.0000
T9
56.0000-52.0000
T10
52.0000-48.0000
T11
48.0000-44.0000
T12
44.0000-40.0000
T13
40.0000-36.5000
T14
36.5000-32.5000
T15
32.5000-29.0000
T16
29.0000-25.0000
T17
25.0000-21.0000
T18
21.0000-17.0000
T19
17.0000-13.0000
T20
13.0000-9.0000
T21
9.0000-0.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
kg 968.88 1081.25 968.88 971.56 1089.31 971.56 1007.63 1139.73 1007.63 1004.88 1141.73 1004.88 1000.99 1142.53 1000.99 1052.87 1215.64 1052.87 1078.47 1254.39 1078.47 1055.00 1228.81 1055.00 971.39 1132.61 971.39 1126.22 1289.69 1126.22 1133.55 1303.00 1133.55 1277.50 1447.57 1277.50 1314.28 1473.68 1314.28 1355.55 1506.16 1355.55 1518.76 1694.72 1518.76 1490.41 1652.13 1490.41 2698.80 2872.06 2698.80
kg 0.00 764.56 968.88 0.00 770.26 971.56 0.00 805.91 1007.63 0.00 807.33 1004.88 0.00 807.89 1000.99 0.00 859.59 1052.87 0.00 886.99 1078.47 0.00 868.90 1055.00 0.00 800.87 971.39 0.00 911.95 1126.22 0.00 921.36 1133.55 0.00 1023.59 1277.50 0.00 1042.05 1314.28 0.00 1065.02 1355.55 0.00 1198.34 1518.76 0.00 1168.23 1490.41 0.00 2030.85 2698.80
Vz kg -968.88 -764.56 0.00 -971.56 -770.26 0.00 -1007.63 -805.91 0.00 -1004.88 -807.33 0.00 -1000.99 -807.89 0.00 -1052.87 -859.59 0.00 -1078.47 -886.99 0.00 -1055.00 -868.90 0.00 -971.39 -800.87 0.00 -1126.22 -911.95 0.00 -1133.55 -921.36 0.00 -1277.50 -1023.59 0.00 -1314.28 -1042.05 0.00 -1355.55 -1065.02 0.00 -1518.76 -1198.34 0.00 -1490.41 -1168.23 0.00 -2698.80 -2030.85 0.00
Mast Totals - No Ice Wind Azimuth °
27 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg-m
kg-m
kg-m
Designed by
Ing. C. Londoño M.
OTMx
OTMz
Torque
kg-m -67768 -53466 53 -64063 -50778 59 -62407 -49901 66 -58211 -46753 72 -53975 -43548 78 -52561 -42896 83 -49527 -40718 83 -44225 -36409 85 -37069 -30547 86 -38740 -31348 115 -34743 -28218 113 -34348 -27492 145 -30062 -23801 166 -25555 -20035 201 -22545 -17738 237 -16129 -12585 266 -11352 -8346 792
kg-m
kg-m
0 -53519 -67821 0 -50837 -64123 0 -49966 -62473 0 -46825 -58283 0 -43626 -54054 0 -42979 -52644 0 -40801 -49610 0 -36494 -44310 0 -30633 -37156 0 -31462 -38855 0 -28332 -34857 0 -27637 -34493 0 -23967 -30228 0 -20235 -25755 0 -17975 -22781 0 -12851 -16395 0 -9139 -12145
0 151 191 0 173 218 0 192 240 0 212 264 0 232 287 0 238 292 0 229 278 0 229 278 0 229 278 0 303 374 0 281 346 0 351 438 0 387 489 0 446 568 0 481 610 0 495 632 0 1551 2062
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Wind Azimuth °
Vx kg
0 45 90
0.00 19053.97 23925.45
Vz kg -23925.45 -19053.97 0.00
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
28 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
OTMx
OTMz
Torque
kg-m -929800 -746087 2817
kg-m
kg-m
0 -748903 -932616
Designed by
Ing. C. Londoño M.
0 6495 8240
Mast Vectors - Service Section No. T1
Section Elevation m 86.0000-83.0000
T2
83.0000-80.0000
T3
80.0000-76.0000
T4
76.0000-72.0000
T5
72.0000-68.0000
T6
68.0000-64.0000
T7
64.0000-60.0000
T8
60.0000-56.0000
T9
56.0000-52.0000
T10
52.0000-48.0000
T11
48.0000-44.0000
T12
44.0000-40.0000
T13
40.0000-36.5000
T14
36.5000-32.5000
T15
32.5000-29.0000
T16
29.0000-25.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
Torque
kg 86.18 103.42 86.18 153.83 178.89 153.83 243.52 270.18 243.52 241.14 267.85 241.14 242.22 270.31 242.22 242.89 272.33 242.89 251.91 284.93 251.91 251.22 285.43 251.22 250.25 285.63 250.25 263.22 303.91 263.22 269.62 313.60 269.62 263.75 307.20 263.75 242.85 283.15 242.85 281.56 322.42 281.56 283.39 325.75 283.39 319.38 361.89 319.38
kg
kg -86.18 -73.13 0.00 -153.83 -126.50 0.00 -243.52 -191.05 0.00 -241.14 -189.40 0.00 -242.22 -191.14 0.00 -242.89 -192.56 0.00 -251.91 -201.48 0.00 -251.22 -201.83 0.00 -250.25 -201.97 0.00 -263.22 -214.90 0.00 -269.62 -221.75 0.00 -263.75 -217.22 0.00 -242.85 -200.22 0.00 -281.56 -227.99 0.00 -283.39 -230.34 0.00 -319.38 -255.90 0.00
kg-m -7279 -6176 3 -12516 -10288 21 -18950 -14856 45 -17798 -13969 47 -16902 -13327 53 -15971 -12650 59 -15553 -12426 66 -14499 -11634 72 -13435 -10828 78 -13078 -10662 83 -12319 -10117 83 -10993 -9039 85 -9203 -7572 86 -9599 -7751 115 -8601 -6969 113 -8478 -6764 145
kg-m
kg-m
0.00 73.13 86.18 0.00 126.50 153.83 0.00 191.05 243.52 0.00 189.40 241.14 0.00 191.14 242.22 0.00 192.56 242.89 0.00 201.48 251.91 0.00 201.83 251.22 0.00 201.97 250.25 0.00 214.90 263.22 0.00 221.75 269.62 0.00 217.22 263.75 0.00 200.22 242.85 0.00 227.99 281.56 0.00 230.34 283.39 0.00 255.90 319.38
0 -6179 -7282 0 -10309 -12537 0 -14902 -18995 0 -14016 -17844 0 -13380 -16955 0 -12709 -16031 0 -12492 -15618 0 -11706 -14571 0 -10907 -13513 0 -10745 -13161 0 -10200 -12402 0 -9123 -11078 0 -7658 -9289 0 -7866 -9714 0 -7083 -8714 0 -6909 -8623
0 2 2 0 14 17 0 31 39 0 32 41 0 38 48 0 43 54 0 48 60 0 53 66 0 58 72 0 60 73 0 57 69 0 57 70 0 57 70 0 76 93 0 70 86 0 88 110
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T17 T18
21.0000-17.0000
T19
17.0000-13.0000
T20
13.0000-9.0000
T21
9.0000-0.0000
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation m 25.0000-21.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section No.
29 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
Designed by
Ing. C. Londoño M.
F
Vx
Vz
OTMx
OTMz
Torque
kg 328.57 368.42 328.57 338.89 376.54 338.89 379.69 423.68 379.69 372.60 413.03 372.60 674.70 718.01 674.70
kg
kg -328.57 -260.51 0.00 -338.89 -266.25 0.00 -379.69 -299.59 0.00 -372.60 -292.06 0.00 -674.70 -507.71 0.00
kg-m -7391 -5825 166 -6238 -4858 201 -5459 -4257 237 -3833 -2947 266 -2244 -1492 792
kg-m
kg-m
0.00 260.51 328.57 0.00 266.25 338.89 0.00 299.59 379.69 0.00 292.06 372.60 0.00 507.71 674.70
0 -5992 -7557 0 -5059 -6439 0 -4494 -5695 0 -3213 -4099 0 -2285 -3036
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -5981.36 -4763.49 0.00
kg-m -230337 -184409 2817
kg-m
kg-m
0.00 4763.49 5981.36
0 -187226 -233154
0 1624 2060
Discrete Appurtenance Pressures - No Ice Description
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000
Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
Offsetx
Offsetz
m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657 1.0657
m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657
z m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000
Kz
1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476 1.846 1.846 1.840 1.840 1.834 1.834 1.828
qz kPa 1.17 1.17 1.16 1.16 1.14 1.14 1.13 1.13 1.12 1.12 1.11 1.11 1.02 1.01 1.01 1.26 1.26 1.25 1.25 1.25 1.25 1.25
GH = 1.092
CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
0 97 122 0 111 142 0 120 152 0 124 158 0 388 515
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 225.0000 Sum Weight:
AT15-250
30 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
Weight kg 10.00 428.00
Offsetx m -1.0657
Offsetz
z
m 1.0657
m 83.0000
Kz
qz
1.828
kPa 1.25
CAAC Front m2 0.4750
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.2600
Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 27.51 38.91
Vz
kg 10.38 7.34 0.00
OTMx
kg 0.00 27.51 38.91
OTMz
kg-m -10.38 -7.34 0.00
Torque
kg-m -682 -482 0
kg-m 70 -1739 -2489
-30 -21 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 38.91 27.51 0.00
Vz
kg 0.00 7.34 10.38
OTMx
kg 0.00 7.34 10.38
OTMz
kg-m -38.91 -27.51 0.00
Torque
kg-m -2508 -1759 50
kg-m 0 -482 -682
0 15 22
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 27.27 38.57
Vz
kg 10.29 7.27 0.00
OTMx
kg 0.00 27.27 38.57
OTMz
kg-m -10.29 -7.27 0.00
Torque
kg-m -656 -464 0
kg-m 70 -1669 -2389
-30 -21 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 38.57 27.27 0.00
Vz
kg 0.00 7.27 10.29
OTMx
kg 0.00 7.27 10.29
OTMz
kg-m -38.57 -27.27 0.00
Torque
kg-m -2408 -1688 50
kg-m 0 -464 -656
0 15 22
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 26.96 38.13
Vz
kg 10.17 7.19 0.00
OTMx
kg 0.00 26.96 38.13
OTMz
kg-m -10.17 -7.19 0.00
Torque
kg-m -623 -440 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D
kg-m 70 -1582 -2266
-29 -21 0
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Fa
31 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 38.13 26.96 0.00
Vz
kg 0.00 7.19 10.17
OTMx
kg 0.00 7.19 10.17
OTMz
kg-m -38.13 -26.96 0.00
Designed by
Ing. C. Londoño M. Torque
kg-m -2285 -1601 50
16:08:02 09/24/13
kg-m 0 -440 -623
0 15 21
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.71 37.77
Vz
kg 10.07 7.12 0.00
OTMx
kg 0.00 26.71 37.77
OTMz
kg-m -10.07 -7.12 0.00
Torque
kg-m -597 -422 0
kg-m 70 -1513 -2168
-29 -21 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 37.77 26.71 0.00
Vz
kg 0.00 7.12 10.07
OTMx
kg 0.00 7.12 10.07
OTMz
kg-m -37.77 -26.71 0.00
Torque
kg-m -2188 -1532 50
kg-m 0 -422 -597
0 15 21
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.38 37.31
Vz
kg 9.95 7.04 0.00
OTMx
kg 0.00 26.38 37.31
OTMz
kg-m -9.95 -7.04 0.00
Torque
kg-m -565 -399 0
kg-m 70 -1428 -2048
-29 -20 0
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 37.31 26.38 0.00
Vz
kg 0.00 7.04 9.95
OTMx
kg 0.00 7.04 9.95
OTMz
kg-m -37.31 -26.38 0.00
Torque
kg-m -2067 -1447 50
kg-m 0 -399 -565
0 15 21
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.11 36.93
Vz
kg 9.85 6.96 0.00
OTMx
kg 0.00 26.11 36.93
OTMz
kg-m -9.85 -6.96 0.00
Torque
kg-m -539 -381 0
kg-m 70 -1360 -1952
-29 -20 0
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 36.93 26.11
Vz
kg 0.00 6.96
OTMx
kg 0.00 6.96
OTMz
kg-m -36.93 -26.11
Torque
kg-m -1971 -1379
kg-m 0 -381
0 15
Page
Job
RISATower
32 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 9.85
OTMx
kg 9.85
OTMz
kg-m
Torque
kg-m
0.00
50
kg-m -539
21
2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A
Fs
kg
0 45 90
Vx
kg 24.17 0.00 24.17
Vz
kg 6.44 9.11 6.44
OTMx
kg -12.53 6.44 21.65
OTMz
kg-m -21.65 -6.44 12.53
Torque
kg-m -971 -336 456
kg-m 591 -202 -836
-26 -36 -26
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 23.96 0.00 23.96
Vz
kg 6.39 9.03 6.39
OTMx
kg -12.42 6.39 21.46
OTMz
kg-m -21.46 -6.39 12.42
Torque
kg-m -936 -326 436
kg-m 571 -191 -802
-25 -36 -25
1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.87 0.00 11.87
Vz
kg 3.17 4.48 3.17
OTMx
kg -6.16 3.17 10.63
OTMz
kg-m -10.63 -3.17 6.16
Torque
kg-m -452 -159 207
kg-m 276 -90 -383
-13 -18 -13
AT15-250 - Elevation 86 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 47.04 0.00 47.04
Vz
kg 25.75 36.41 25.75
OTMx
kg -15.06 25.75 51.47
OTMz
kg-m -51.47 -25.75 15.06
Torque
kg-m -4416 -2204 1305
kg-m 1284 -2225 -4437
39 55 39
AT15-250 - Elevation 86 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 47.04 66.52 47.04
Vz
kg 25.75 0.00 25.75
OTMx
kg 15.06 47.04 51.47
OTMz
kg-m -51.47 -47.04 -15.06
Torque
kg-m -4416 -4035 -1284
kg-m -1284 -4035 -4416
-39 0 39
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 46.88 0.00
Vz
kg 25.66 36.29
OTMx
kg -15.00 25.66
OTMz
kg-m -51.30 -25.66
Torque
kg-m -4349 -2171
kg-m 1265 -2192
39 55
Page
Job
RISATower
33 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 46.88
Vz
kg 25.66
OTMx
kg 51.30
OTMz
kg-m 15.00
Torque
kg-m 1286
kg-m -4371
39
AT15-250 - Elevation 85 - From Leg D
Fs
kg
0 45 90
Vx
kg 46.88 66.30 46.88
Vz
kg 25.66 0.00 25.66
OTMx
kg 15.00 46.88 51.30
OTMz
kg-m -51.30 -46.88 -15.00
Torque
kg-m -4349 -3974 -1265
kg-m -1265 -3974 -4349
-39 0 39
AT15-250 - Elevation 84 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.72 0.00 46.72
Vz
kg 25.57 36.17 25.57
OTMx
kg -14.95 25.57 51.12
OTMz
kg-m -51.12 -25.57 14.95
Torque
kg-m -4284 -2138 1267
kg-m 1245 -2159 -4305
39 55 39
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.72 66.08 46.72
Vz
kg 25.57 0.00 25.57
OTMx
kg 14.95 46.72 51.12
OTMz
kg-m -51.12 -46.72 -14.95
Torque
kg-m -4284 -3914 -1245
kg-m -1245 -3914 -4284
-39 0 39
AT15-250 - Elevation 83 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.56 0.00 46.56
Vz
kg 25.49 36.04 25.49
OTMx
kg -14.90 25.49 50.95
OTMz
kg-m -50.95 -25.49 14.90
Torque
kg-m -4218 -2105 1248
kg-m 1226 -2126 -4239
38 54 38
AT15-250 - Elevation 83 - From Leg D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 46.56 65.85 46.56
Vz
kg 25.49 0.00 25.49
OTMx
kg 14.90 46.56 50.95
OTMz
kg-m -50.95 -46.56 -14.90
Torque
kg-m -4218 -3854 -1226
kg-m -1226 -3854 -4218
Discrete Appurtenance Totals - No Ice
-38 0 38
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vx
Vz
OTMx
OTMz
Torque
kg -31.11 509.55 751.72
kg -751.72 -509.55 31.11
kg-m
kg-m
kg-m
-53982 -37210 1486
1855 -36842 -53613
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:
Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 428.00
Offsetx
Offsetz
z
m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657
m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657
m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000
Designed by
Ing. C. Londoño M.
-240 94 373
Discrete Appurtenance Pressures - Service Description
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0 45 90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Wind Azimuth °
34 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Kz
qz
1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828
kPa 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.28 0.28 0.28 0.26 0.25 0.25 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31
GH = 1.092
CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.88 9.73
Vz
kg 2.59 1.83 0.00
OTMx
kg 0.00 6.88 9.73
OTMz
kg-m -2.59 -1.83 0.00
Torque
kg-m -171 -121 0
kg-m 70 -383 -570
-8 -5 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 9.73 6.88 0.00
Vz
kg 0.00 1.83 2.59
OTMx
kg 0.00 1.83 2.59
OTMz
kg-m -9.73 -6.88 0.00
Torque
kg-m -589 -402 50
kg-m 0 -121 -171
0 4 5
Page
Job
RISATower
35 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.82 9.64
Vz
kg 2.57 1.82 0.00
OTMx
kg 0.00 6.82 9.64
OTMz
kg-m -2.57 -1.82 0.00
Torque
kg-m -164 -116 0
kg-m 70 -365 -545
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.64 6.82 0.00
Vz
kg 0.00 1.82 2.57
OTMx
kg 0.00 1.82 2.57
OTMz
kg-m -9.64 -6.82 0.00
Torque
kg-m -564 -384 50
kg-m 0 -116 -164
0 4 5
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.74 9.53
Vz
kg 2.54 1.80 0.00
OTMx
kg 0.00 6.74 9.53
OTMz
kg-m -2.54 -1.80 0.00
Torque
kg-m -156 -110 0
kg-m 70 -343 -514
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.53 6.74 0.00
Vz
kg 0.00 1.80 2.54
OTMx
kg 0.00 1.80 2.54
OTMz
kg-m -9.53 -6.74 0.00
Torque
kg-m -533 -362 50
kg-m 0 -110 -156
0 4 5
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.68 9.44
Vz
kg 2.52 1.78 0.00
OTMx
kg 0.00 6.68 9.44
OTMz
kg-m -2.52 -1.78 0.00
Torque
kg-m -149 -105 0
kg-m 70 -326 -490
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 9.44 6.68 0.00
Vz
kg 0.00 1.78 2.52
OTMx
kg 0.00 1.78 2.52
OTMz
kg-m -9.44 -6.68 0.00
Torque
kg-m -509 -345 50
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A
kg-m 0 -105 -149
0 4 5
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Fa
36 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 0.00 6.60 9.33
Vz
kg 2.49 1.76 0.00
OTMx
kg 0.00 6.60 9.33
OTMz
kg-m -2.49 -1.76 0.00
Designed by
Ing. C. Londoño M. Torque
kg-m -141 -100 0
16:08:02 09/24/13
kg-m 70 -305 -460
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.33 6.60 0.00
Vz
kg 0.00 1.76 2.49
OTMx
kg 0.00 1.76 2.49
OTMz
kg-m -9.33 -6.60 0.00
Torque
kg-m -479 -324 50
kg-m 0 -100 -141
0 4 5
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.53 9.23
Vz
kg 2.46 1.74 0.00
OTMx
kg 0.00 6.53 9.23
OTMz
kg-m -2.46 -1.74 0.00
Torque
kg-m -135 -95 0
kg-m 70 -288 -436
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.23 6.53 0.00
Vz
kg 0.00 1.74 2.46
OTMx
kg 0.00 1.74 2.46
OTMz
kg-m -9.23 -6.53 0.00
Torque
kg-m -455 -307 50
kg-m 0 -95 -135
0 4 5
2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.04 0.00 6.04
Vz
kg 1.61 2.28 1.61
OTMx
kg -3.13 1.61 5.41
OTMz
kg-m -5.41 -1.61 3.13
Torque
kg-m -293 -135 63
kg-m 198 0 -159
-6 -9 -6
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.99 0.00 5.99
Vz
kg 1.60 2.26 1.60
OTMx
kg -3.11 1.60 5.36
OTMz
kg-m -5.36 -1.60 3.11
Torque
kg-m -285 -132 58
kg-m 193 3 -150
-6 -9 -6
1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 2.97 0.00
Vz
kg 0.79 1.12
OTMx
kg -1.54 0.79
OTMz
kg-m -2.66 -0.79
Torque
kg-m -139 -66
kg-m 95 3
-3 -5
Page
Job
RISATower
37 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 2.97
Vz
kg 0.79
OTMx
kg 2.66
OTMz
kg-m 1.54
Torque
kg-m 26
kg-m -70
-3
AT15-250 - Elevation 86 - From Leg C
Fs
kg
0 45 90
Vx
kg 11.76 0.00 11.76
Vz
kg 6.44 9.10 6.44
OTMx
kg -3.76 6.44 12.87
OTMz
kg-m -12.87 -6.44 3.76
Torque
kg-m -1096 -543 334
kg-m 313 -564 -1117
10 14 10
AT15-250 - Elevation 86 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.76 16.63 11.76
Vz
kg 6.44 0.00 6.44
OTMx
kg 3.76 11.76 12.87
OTMz
kg-m -12.87 -11.76 -3.76
Torque
kg-m -1096 -1001 -313
kg-m -313 -1001 -1096
-10 0 10
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.72 0.00 11.72
Vz
kg 6.42 9.07 6.42
OTMx
kg -3.75 6.42 12.82
OTMz
kg-m -12.82 -6.42 3.75
Torque
kg-m -1079 -535 330
kg-m 308 -556 -1101
10 14 10
AT15-250 - Elevation 85 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.72 16.58 11.72
Vz
kg 6.42 0.00 6.42
OTMx
kg 3.75 11.72 12.82
OTMz
kg-m -12.82 -11.72 -3.75
Torque
kg-m -1079 -986 -308
kg-m -308 -986 -1079
-10 0 10
AT15-250 - Elevation 84 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.68 0.00 11.68
Vz
kg 6.39 9.04 6.39
OTMx
kg -3.74 6.39 12.78
OTMz
kg-m -12.78 -6.39 3.74
Torque
kg-m -1063 -526 325
kg-m 303 -548 -1084
10 14 10
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 11.68 16.52
Vz
kg 6.39 0.00
OTMx
kg 3.74 11.68
OTMz
kg-m -12.78 -11.68
Torque
kg-m -1063 -971
kg-m -303 -971
-10 0
Page
Job
RISATower
38 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
11.68
6.39
OTMx
kg
OTMz
kg-m
12.78
Torque
kg-m
-3.74
-303
kg-m -1063
10
AT15-250 - Elevation 83 - From Leg C
Fs
kg
Vx
kg
0 45 90
Vz
kg
11.64 0.00 11.64
6.37 9.01 6.37
OTMx
kg
OTMz
kg-m
-3.73 6.37 12.74
Torque
kg-m
-12.74 -6.37 3.73
-1047 -518 320
kg-m 299 -540 -1068
10 14 10
AT15-250 - Elevation 83 - From Leg D
Wind Azimuth °
Fa
Fs
kg
Vx
kg
0 45 90
Vz
kg
11.64 16.46 11.64
6.37 0.00 6.37
OTMx
kg
OTMz
kg-m
3.73 11.64 12.74
Torque
kg-m
-12.74 -11.64 -3.73
-1047 -956 -299
kg-m -299 -956 -1047
-10 0 10
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -187.93 -127.39 7.78
kg-m
kg-m
kg-m
-7.78 127.39 187.93
-13332 -9139 535
904 -8770 -12963
-60 23 93
Dish Pressures - No Ice Elevation m
Dish Description
Aiming Azimuth ° 225.0000 Sum Weight:
19.0000 8 FT DISH
Weight kg 113.85 113.85
Offsetx m
Offsetz m
-4.7066
Kz
4.7066
AA m2
1.199
qz kPa
4.6730
0.82
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA 0.004260 0.004260 0.004260
CS 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx kg 707.43 707.43 707.43
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 500.23 707.43
Vz kg -707.43 -500.23 0.00
OTMx
OTMz
kg-m -12905 -8969 536
kg-m 536 -8969 -12905
Torque kg-m -3330 0 3330
Page
Job
RISATower
39 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -707.43 -500.23 0.00
kg-m
kg-m
kg-m
0.00 500.23 707.43
-12905 -8969 536
536 -8969 -12905
-3330 0 3330
Dish Pressures - Service Elevation m
Dish Description
Aiming Azimuth ° 225.0000 Sum Weight:
19.0000 8 FT DISH
Weight kg
Offsetx m
113.85 113.85
Offsetz m
-4.7066
Kz
4.7066
AA m2
1.199
qz kPa
4.6730
0.20
Dish Vectors - Service Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
kg 176.86 176.86 176.86
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 125.06 176.86
kg -176.86 -125.06 0.00
OTMx
OTMz
kg-m -2824 -1840 536
kg-m
Torque
536 -1840 -2824
kg-m -832 0 832
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
kg
kg -176.86 -125.06 0.00
kg-m
0.00 125.06 176.86
OTMz
Torque
kg-m -2824 -1840 536
kg-m 536 -1840 -2824
-832 0 832
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz m 0.0000 0.0000 0.0000
F
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
Page
Job
RISATower
40 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
16:08:02 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
User Load Totals - No Ice Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m
Torque
kg-m
0.00 0.00 0.00
kg-m
0 0 0
0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx
Offsetz
m 0.0000 0.0000 0.0000
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg
OTMz
kg-m
0.00 0.00 0.00
Torque
kg-m
0.00 0.00 0.00
0 0 0
kg-m 0 0 0
User Load Totals - Service Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m
kg-m
0 0 0
0 0 0
0 0 0
Force Totals (Does not include forces on guys) Load Case
Leg Weight Bracing Weight Total Member Self-Weight Guy Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Vertical Forces kg 8452.92 26273.55 34726.47 355.13 36730.21
Sum of Forces X kg
Sum of Forces Z kg
Sum of Torques
kg-m
-31.11 20063.75 25384.61
-25384.61 -20063.75 31.11
-3569 6588 11942
-7.78 5015.94 6346.15
-6346.15 -5015.94 7.78
-892 1647 2985
36730.21
0 0 0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg - Service+Guy Dead+Wind 45 deg - Service+Guy Dead+Wind 90 deg - Service+Guy
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
86 - 83
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Diagonal
Top Girt
T2
83 - 80
Leg
Diagonal
Top Girt
T3
80 - 76
41 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Leg
Gov. Load Comb. 4 3 3 3 4 4 4 4 3 3 3 3 4 4 1 3 1 3 3 3 3 3 2 4 3 3 3 3 3 3 4 4 4 3 4 3 3 3
Force kg 332.83 -829.83 280.30 280.30 -61.02 61.16 287.48 -301.52 219.05 -31.91 -2.52 19.66 13.00 -10.38 2.79 -6.07 2.72 -0.00 956.72 -1061.34 956.72 956.72 64.80 77.68 219.25 -406.77 15.08 -80.27 6.34 12.53 63.22 -101.71 63.22 -66.13 2.40 -1.28 1385.75 -1208.16
Major Axis Moment kg-m 2 -3 16 16 -3 1 0 0 1 0 1 0 0 0 -1 0 0 0 41 -41 41 41 7 6 0 0 3 1 3 0 0 0 -1 0 0 0 41 -72
Minor Axis Moment kg-m -2 -3 16 16 -1 3 0 0 -13 -14 -13 -14 0 0 0 0 0 0 41 -41 41 41 6 7 0 0 -3 -8 -3 0 0 0 0 0 0 0 41 -66
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
T4
76 - 72
Leg
Diagonal
Top Girt
T5
72 - 68
Leg
Diagonal
Top Girt
T6
68 - 64
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
42 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Gov. Load Comb. 4 4 4 4 3 4 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3
Force kg -1165.06 410.36 145.02 -144.79 790.32 -815.67 667.47 117.80 21.52 1.26 589.76 -268.98 169.74 -170.33 33.66 0.00 2929.59 -2354.53 -2192.84 1133.99 -130.50 130.43 1280.64 -1319.97 1136.59 73.08 21.87 1.07 735.89 -332.80 210.05 -213.16 33.66 0.00 5257.17 -4179.06 -3769.63 2186.93 132.14 -132.10 1781.61 -1990.34 1617.52 -55.15 22.37 -0.79 1399.74 -764.00 326.06 -526.78 33.66 0.00 7656.10 -6579.06 -5744.18 3242.14 134.87 -134.94 2779.43 -2793.35 2592.31
Major Axis Moment kg-m -99 -11 -99 -11 0 0 13 13 13 0 0 0 -35 0 0 0 66 -65 -100 -11 -100 -11 0 0 14 13 14 0 0 0 -35 0 0 0 60 -69 -89 -6 -89 -6 0 0 16 14 16 0 0 0 -35 0 0 0 63 -71 -91 -6 -91 -6 0 0 16
Minor Axis Moment kg-m 11 99 11 99 0 0 -3 -3 -3 0 0 0 0 0 0 0 72 -60 11 99 11 99 0 0 -3 -3 -3 0 0 0 0 0 0 0 65 -63 5 89 5 89 0 0 -2 -2 -2 0 0 0 0 0 0 0 69 -65 5 91 5 91 0 0 -1
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
T7
64 - 60
Leg
Diagonal
Top Girt
Guy A
Guy B
Guy C
Guy D
T8
60 - 56
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
43 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression
Gov. Load Comb. 4 3 4 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 4 3 4 1 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3
Force kg -1793.85 22.52 0.50 2246.94 -1625.64 367.61 1817.56 33.66 -0.00 5498.31 -9809.72 -8052.40 1443.08 147.02 -146.93 1121.99 -3025.45 -824.36 -2787.84 -22.54 0.90 3114.67 0.00 1223.77 2845.41 33.66 -0.00 5023.71 5100.54 4470.57 2455.25 36.38 -4339.94 2529.58 61.51 1723.48 1800.84 1579.84 864.36 0.01 -1491.06 864.36 0.01 5009.02 5085.86 4457.81 2447.97 36.34 -4327.18 2522.31 61.55 6890.16 6967.00 6097.67 3370.10 0.11 -5953.90 3467.77 0.11 7363.02 -12861.69
Major Axis Moment kg-m 14 16 0 0 0 -35 0 0 0 65 -78 -100 -8 -100 -8 0 0 16 13 16 0 0 0 -35 0 0 0
Minor Axis Moment kg-m -1 -1 0 0 0 0 0 0 0 72 -70 6 100 6 100 0 0 0 -2 0 0 0 0 0 0 0 0
70 -77
78 -69
Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
T9
56 - 52
Leg
Diagonal
Top Girt
T10
52 - 48
Leg
Diagonal
Top Girt
T11
48 - 44
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
44 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Gov. Load Comb. 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3
Force kg -9645.21 2923.36 150.94 -150.95 1587.67 -3776.65 -967.19 -3507.30 -22.95 1.29 3386.45 -941.82 980.69 2958.27 33.66 -0.00 9677.37 -16542.18 -11755.76 4531.90 -141.90 141.69 2319.91 -4673.85 -1266.75 -4368.57 -23.57 1.66 4251.21 -1473.95 1130.31 3690.14 33.66 -0.00 13331.81 -22291.43 -15374.38 6738.26 141.11 -140.81 2705.47 -4662.29 -684.59 -4319.01 -23.61 1.64 4504.62 -1880.75 1086.65 3879.39 33.66 -0.00 17376.01 -27701.40 -18572.16 9393.37 149.09 -148.96 3413.79 -5475.15 -918.60
Major Axis Moment kg-m -100 -8 -99 -8 0 0 17 13 17 0 0 0 -35 0 0 0 69 -75 -99 -9 -99 -9 0 0 19 12 19 0 0 0 -35 0 0 0 65 -80 -96 -6 -96 -6 0 0 19 12 19 0 0 0 -35 0 0 0 70 -81 -119 -28 -119 -28 0 0 21
Minor Axis Moment kg-m 5 100 6 99 0 0 0 -4 0 0 0 0 0 0 0 0 77 -66 6 98 6 98 0 0 0 -5 0 0 0 0 0 0 0 0 75 -71 3 96 3 96 0 0 0 -5 0 0 0 0 0 0 0 0 80 -72 21 119 21 119 0 0 1
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Top Girt
T12
44 - 40
Leg
Diagonal
Top Girt
T13
40 - 36.5
Leg
Diagonal
Top Girt
Inner Bracing
T14
36.5 - 32.5
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
45 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 2 4 2 4 3 3 4 4 4 4 4 3 4 4 4 4 3 3 1 3 1 3 3 3 2 4 4 4 4 4 4 4
Force kg -5091.49 -24.12 1.58 4700.01 -2268.57 1022.02 4017.99 33.66 -0.00 21424.58 -32536.37 -21219.09 12224.54 -160.67 160.70 4793.27 -7349.28 -2155.60 -6926.70 -25.07 -3.17 6448.42 -3558.36 1226.40 5472.85 33.66 -0.00 27722.64 -42921.15 15477.85 15475.08 -143.42 -152.44 1094.19 -1278.44 274.19 245.48 22.15 -3.72 1547.74 -1106.04 1197.26 1197.26 -33.66 -2.87 254.02 -276.39 -10.67 -276.39 20.08 0.14 28896.63 -43508.94 15701.85 15697.15 -148.80 157.61 1255.92 -1488.56 672.88 220.58
Major Axis Moment kg-m 12 21 0 0 0 -35 0 0 0 72 -72 -119 -29 -119 -29 0 0 24 12 24 0 0 0 -35 0 0 0 72 -72 108 -26 108 -26 0 0 -24 0 0 0 35 -2 35 35 35 35 0 0 -15 0 0 0 67 -79 108 -26 -107 -26 0 0 -31 0
Minor Axis Moment kg-m -4 1 0 0 0 0 0 0 0 81 -72 21 119 21 119 0 0 5 -9 5 0 0 0 0 0 0 0 72 -62 -20 115 -20 115 0 0 0 4 0 0 -3 0 -3 -3 -3 -3 0 0 0 0 0 0 78 -71 -19 115 27 115 0 0 0 5
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Horizontal
Inner Bracing
T15
32.5 - 29
Leg
Diagonal
Horizontal
Inner Bracing
T16
29 - 25
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
46 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Inner Bracing
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 4 4 3 3 4 4 4 4 3 3 1 3 1 3 3 3 3 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1 3 3 3 3 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1
Force kg 25.50 -4.23 855.21 -795.50 -156.99 -156.99 33.96 -3.01 125.95 -150.44 -12.30 125.95 23.18 -0.13 30219.58 -45045.38 -6959.51 16025.88 -160.38 -167.98 1310.60 -1588.53 827.79 139.04 28.42 -4.04 965.00 -915.61 -109.83 -109.83 39.03 -3.32 45.81 -72.68 -13.45 45.29 26.72 -0.14 31329.22 -46832.41 -7446.63 16537.10 192.39 202.67 1714.54 -2023.21 1218.30 132.46 31.78 -4.55 1246.10 -1156.16 -141.38 -141.38 42.21 -3.57 27.50 -57.42 -15.06 26.77 29.82
Major Axis Moment kg-m 0 0 2 2 35 35 35 35 0 0 -20 0 0 0 76 -80 -139 -41 138 -41 0 0 -33 0 0 0 22 22 38 38 38 38 0 0 -26 0 0 0 78 -82 -139 -41 138 -41 0 0 -42 0 0 0 27 27 43 43 43 43 0 0 -33 0 0
Minor Axis Moment kg-m 0 0 -1 -1 -3 -3 -3 -3 0 0 0 0 0 0 85 -70 141 145 -34 145 0 0 0 5 0 0 -2 -2 -3 -3 -3 -3 0 0 0 0 0 0 89 -85 140 145 -34 145 0 0 0 6 0 0 -2 -2 -3 -3 -3 -3 0 0 0 0 0
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T17
25 - 21
Client
Component Type
Leg
Diagonal
Horizontal
Inner Bracing
T18
21 - 17
Leg
Diagonal
Horizontal
Inner Bracing
T19
17 - 13
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
47 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 3 3 2 4 2 4 4 4 4 4 4 4 4 3 4 4 4 4 3 3 1 3 1 3 3 3 2 4 2 4 4 4 4 4 4 4 4 4 4 4 4 4 1 3 1 3 1 3 3 3 2 4 2 4 4 4 4 4 4 4
Force kg -0.13 33300.69 -50020.91 17349.67 17344.47 -223.09 -233.23 627.88 -992.67 -919.91 54.39 37.12 -8.15 1216.68 -2180.49 -2133.08 -2133.08 -44.29 -7.14 5.17 -60.26 -28.00 5.17 -33.37 0.14 32101.30 -49902.47 16290.37 16285.39 -322.21 -329.11 230.61 -689.66 -295.46 55.98 42.71 -8.78 367.94 -275.75 -191.03 -191.03 -49.28 -7.63 0.00 -46.43 -32.35 -18.27 42.85 -0.18 31529.41 -50636.33 15820.78 15816.14 248.30 255.17 799.45 -1354.34 184.90 47.55 48.31 -9.45
Major Axis Moment kg-m 0 96 -120 232 -68 232 -68 0 0 -54 0 0 0 0 0 45 45 45 45 0 0 -41 0 0 0 124 -156 243 -3 243 -3 0 0 -67 0 0 0 41 41 50 50 50 50 0 0 -62 0 0 0 179 -10 243 -6 243 -6 0 0 -81 0 0 0
Minor Axis Moment kg-m 0 93 -109 -60 240 -60 240 0 0 0 12 0 0 0 0 -8 -8 -8 -8 0 0 0 0 0 0 137 -150 2 247 2 247 0 0 0 14 0 0 -6 -6 -8 -8 -7 -8 0 0 0 0 0 0 187 -2 0 247 0 247 0 0 0 16 0 0
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
13 - 9
Condition
Horizontal
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Leg
Diagonal
Horizontal
Inner Bracing
T21
9-0
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Inner Bracing
T20
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
48 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Inner Bracing
Gov. Load Comb. 4 4 4 4 2 3 1 3 1 4 1 4 3 3 3 3 2 3 4 4 4 3 4 3 4 4 4 3 4 3 1 3 5 3 5 3 3 3 2 4 2 4 4 4 4 3 4 3 3 3 4 2 2 2 1 3 6 3 6 3
Force kg 905.69 -753.94 -127.01 -127.01 -55.32 8.73 0.00 -47.86 -36.26 -36.62 49.34 -0.24 31578.39 -52023.48 31512.01 31512.01 -298.08 -307.42 934.28 -1597.38 400.39 574.34 53.90 -10.15 1187.09 -848.26 303.71 -639.49 -62.78 10.00 0.00 -64.79 -40.27 -15.75 55.82 -0.34 34040.97 -58488.06 16515.17 16510.96 426.58 443.44 5106.56 -5731.64 5106.56 -4191.06 57.92 -28.67 4752.17 -8696.25 -6831.86 -6447.27 -67.68 -23.77 0.00 -146.21 -107.60 -145.47 62.31 0.49
Major Axis Moment kg-m 53 53 60 60 60 47 0 0 -83 0 0 0 -31 -370 570 570 460 570 0 0 -97 0 0 0 68 68 78 76 78 60 0 0 -106 0 0 0 571 0 -741 360 452 360 0 0 -190 0 0 0 0 0 96 96 96 96 0 0 -132 0 0 0
Minor Axis Moment kg-m -8 -8 -9 -9 -8 -8 0 0 0 0 0 0 -22 -369 578 578 354 578 0 0 0 18 0 0 -11 -11 -11 -11 -11 -10 0 0 0 1 0 0 577 0 365 -781 365 454 0 0 0 94 0 0 0 0 -37 -37 -36 -37 0 0 0 -1 0 0
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
RISATower I. P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Maximum Reactions Location
Condition
Leg D
Leg C
Leg B
Leg A
Guy D @ 39 m Elev 0 m Azimuth 225 deg
Guy C @ 39 m Elev 0 m Azimuth 135 deg
Guy B @ 39 m Elev 0 m Azimuth 45 deg
Guy A @ 39 m Elev 0 m Azimuth -45 deg
49 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Vertical kg
Horizontal, X kg
Horizontal, Z kg
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4 4 4 1
10745.70 10745.70 -24233.35 -24233.35 -24233.35 10745.70 34080.48 -10714.11 -10714.11 -10714.11 34080.48 34080.48 47525.69 10573.48 47525.69 10573.48 47525.69 10573.48 33964.41 33964.41 33964.41 -10824.98 -10824.98 -10824.98 -1463.01
3681.52 3681.52 -6638.58 -6638.58 -6638.58 3681.52 -9847.82 3637.27 3637.27 3637.27 -9847.82 -9847.82 -14512.44 -3645.47 -14512.44 -3645.47 -14512.44 -3645.47 11535.90 11535.90 11535.90 -1499.83 -1499.83 -1499.83 -600.01
-3665.58 -3665.58 6473.51 6473.51 6473.51 -3665.58 -11435.99 1602.31 1602.31 1602.31 -11435.99 -11435.99 14709.98 3661.40 14709.98 3661.40 14709.98 3661.40 9717.87 9717.87 9717.87 -3765.58 -3765.58 -3765.58 599.99
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 3 3 1 4
-1463.01 -5953.90 -5953.90 -5953.90 -1463.01 -562.42
-600.01 -2452.16 -2452.16 -2452.16 -600.01 171.01
599.99 2452.00 2452.00 2452.00 599.99 241.33
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
2 2 2 4 4 3
-4327.18 -4327.18 -4327.18 -562.42 -562.42 -269.18
1740.02 1740.02 1740.02 171.01 171.01 79.54
1827.06 1827.06 1827.06 241.33 241.33 -79.54
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 1 3 1 2
-1491.06 -269.18 -1491.06 -269.18 -1491.06 -564.19
611.19 79.54 611.19 79.54 611.19 -242.03
-611.20 -79.54 -611.20 -79.54 -611.20 -171.72
Max. Hx Max. Hz Min. Vert Min. H x
2 2 4 4
-564.19 -564.19 -4339.94 -4339.94
-242.03 -242.03 -1832.18 -1832.18
-171.72 -171.72 -1745.19 -1745.19
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Condition
Min. H z
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Location
50 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gov. Load Comb. 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
-4339.94
-1832.18
-1745.19
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination
Vertical
Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy
Shearx
Shearz -15.56 -22566.94
Overturning Moment, Mx kg-m 2484 -806714
Overturning Moment, Mz kg-m 633 1967
kg 42638.35 46501.15
kg
kg 7.05 -24.62
46688.13
Torque
17917.33
-17924.66
-648435
-650403
6567
46512.26
22561.00
18.68
4027
-808762
11912
42715.87
-0.23
-5430.46
-183924
928
-893
42699.27
4274.30
-4282.67
-145303
-147176
1642
42716.87
5422.13
-8.10
2803
-185799
2981
kg-m 0 -3574
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 -31.11 20410.61 25871.72 -7.78 5102.65 6467.93
Sum of Applied Forces PY kg -36730.21 -36730.21 -36730.21 -36730.21 -36730.21 -36730.21 -36730.21
PZ kg 0.00 -25871.72 -20410.61 31.11 -6467.93 -5102.65 7.78
PX kg -0.04 31.11 -20410.01 -25871.23 7.77 -5102.50 -6467.64
Sum of Reactions PY kg 36730.21 36730.20 36730.20 36730.20 36730.21 36730.21 36730.21
PZ kg 0.11 25871.24 20410.01 -31.11 6467.64 5102.50 -7.77
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes Yes Yes Yes Yes Yes Yes
Number of Cycles 6 14 14 14 11 11 11
Displacement Tolerance 0.00000001 0.00000001 0.00007020 0.00000001 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00001746 0.00009411 0.00014836 0.00009430 0.00012906 0.00009364 0.00013073
% Error 0.000% 0.001% 0.002% 0.001% 0.001% 0.001% 0.001%
Page
Job
RISATower
51 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
Elevation m 86 - 83 83 - 80 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0
Horz. Deflection mm 114.55 107.30 100.18 90.75 81.39 72.22 63.36 54.93 46.82 39.11 31.87 25.17 19.16 15.14 11.44 8.58 5.75 3.58 1.74 0.19 1.08
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.1383 0.1374 0.1350 0.1340 0.1318 0.1279 0.1220 0.1177 0.1122 0.1051 0.0979 0.0887 0.0775 0.0646 0.0514 0.0450 0.0384 0.0313 0.0256 0.0206 0.0165
° 0.0079 0.0069 0.0063 0.0062 0.0061 0.0060 0.0058 0.0056 0.0054 0.0051 0.0047 0.0043 0.0039 0.0033 0.0027 0.0024 0.0020 0.0017 0.0014 0.0010 0.0007
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 86.0000 85.0000 84.0000 83.0000 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500
AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 114.55 112.13 109.71 107.30 100.18 83.71 79.97 76.26 74.49 72.59 70.53 68.97 66.63 65.54 65.41 63.36 62.82 61.93 61.48 59.10 58.52 57.53 57.01 55.45 55.16 53.65 53.39
° 0.1383 0.1381 0.1379 0.1374 0.1350 0.1325 0.1313 0.1299 0.1291 0.1281 0.1268 0.1258 0.1242 0.1234 0.1233 0.1220 0.1217 0.1212 0.1209 0.1197 0.1195 0.1190 0.1187 0.1180 0.1178 0.1170 0.1168
° 0.0079 0.0075 0.0072 0.0069 0.0063 0.0061 0.0061 0.0060 0.0060 0.0060 0.0059 0.0059 0.0059 0.0059 0.0059 0.0058 0.0058 0.0058 0.0058 0.0057 0.0057 0.0057 0.0057 0.0056 0.0056 0.0056 0.0056
Radius of Curvature m 71602 71602 55151 44124 Inf 100562 78878 64758 59543 54027 47401 42737 37060 34965 34770 33241 33558 34778 35679 43154 45586 50389 53185 60425 61140 59478 58510
Page
Job
RISATower
52 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 51.85 49.82 48.81 48.31 47.81 44.36 41.00 22.02 21.64 21.27 19.83 18.51 18.20 17.89 2.68
° 0.1159 0.1145 0.1138 0.1134 0.1130 0.1100 0.1069 0.0835 0.0828 0.0821 0.0791 0.0758 0.0750 0.0741 0.0283
° 0.0055 0.0055 0.0054 0.0054 0.0054 0.0053 0.0051 0.0041 0.0041 0.0041 0.0039 0.0038 0.0038 0.0037 0.0016
16:08:02 09/24/13 Designed by
Ing. C. Londoño M. Radius of Curvature m 51574 43853 40861 39613 38548 36080 36405 13573 12498 11580 9242 9024 9278 9634 116617
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
Elevation
Horz. Deflection mm 546.39 511.75 477.76 432.65 387.89 343.88 301.15 260.17 220.78 183.51 148.66 116.57 87.89 69.01 51.80 38.54 25.47 15.52 7.18 0.26 5.50
m 86 - 83 83 - 80 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 2 3
Tilt
Twist
° 0.6611 0.6567 0.6453 0.6411 0.6323 0.6164 0.5924 0.5713 0.5433 0.5070 0.4706 0.4244 0.3692 0.3056 0.2411 0.2108 0.1791 0.1456 0.1187 0.0957 0.0768
° 0.0316 0.0275 0.0250 0.0247 0.0243 0.0238 0.0232 0.0224 0.0214 0.0202 0.0188 0.0172 0.0155 0.0131 0.0109 0.0095 0.0080 0.0069 0.0056 0.0041 0.0029
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 86.0000 85.0000 84.0000 83.0000
AT15-250 AT15-250 AT15-250 AT15-250
Gov. Load Comb. 3 3 3 3
Deflection
Tilt
Twist
mm 546.39 534.79 523.23 511.75
° 0.6611 0.6603 0.6591 0.6567
° 0.0316 0.0301 0.0287 0.0275
Radius of Curvature m 18006 18006 13869 11084
RISATower I. P. DOLMEN S.A.
53 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:08:02 09/24/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000
CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 477.76 399.03 381.10 363.31 354.78 345.69 335.75 328.27 316.98 311.67 311.09 301.15 298.54 294.20 292.04 280.45 277.61 272.80 270.27 262.69 261.29 253.91 252.66 245.19 235.34 230.45 228.02 225.60 208.89 192.62 101.49 99.69 97.91 91.09 84.83 83.35 81.91 11.45
° 0.6453 0.6352 0.6303 0.6246 0.6213 0.6173 0.6122 0.6081 0.6015 0.5984 0.5980 0.5924 0.5910 0.5887 0.5876 0.5818 0.5804 0.5780 0.5767 0.5727 0.5719 0.5676 0.5668 0.5620 0.5551 0.5513 0.5494 0.5474 0.5324 0.5162 0.3988 0.3954 0.3919 0.3772 0.3608 0.3565 0.3521 0.1314
° 0.0250 0.0245 0.0243 0.0241 0.0240 0.0239 0.0237 0.0236 0.0235 0.0234 0.0234 0.0232 0.0232 0.0231 0.0230 0.0228 0.0228 0.0227 0.0226 0.0225 0.0224 0.0223 0.0222 0.0221 0.0218 0.0217 0.0216 0.0215 0.0211 0.0205 0.0165 0.0163 0.0162 0.0158 0.0152 0.0150 0.0149 0.0063
Ing. C. Londoño M. Radius of Curvature m 197310 24916 19572 15736 14359 13021 11587 10603 9374 8905 8860 8432 8452 8603 8725 9686 9968 10482 10753 11280 11290 10755 10595 9539 8340 7857 7651 7473 7017 7008 2720 2505 2322 1855 1815 1868 1941 20409
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
Leg
A394T0
16
6
Maximum Load per Bolt kg 27.80
Diagonal
A394T0
16
1
287.48
2774.71
Top Girt
A394T0
16
1
13.00
2774.71
Leg
A394T0
16
6
335.30
5536.87
Diagonal
A394T0
16
1
406.77
3699.61
Top Girt
A394T0
16
1
101.71
3699.61
Leg
A394T0
19
6
461.92
9950.69
m T1
T2
T3
86
83
80
Bolt Size mm
Number Of Bolts
Allowable Load kg 5536.87
Ratio Load Allowable 0.005 0.104 0.005 0.061 0.110 0.027 0.046
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
Component Type
Project
T4
T5
T6
T7
T8
T9
T10
T11
T12
76
72
68
64
60
56
52
48
44
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m Diagonal
A394T0
Bolt Size mm
Number Of Bolts
16
2
Maximum Load per Bolt kg 407.83
Allowable Load kg 7399.23
Top Girt
A394T0
16
2
294.88
7399.23
Leg
A394T0
19
6
976.53
9950.69
Diagonal
A394T0
16
2
659.98
7399.23
Top Girt
A394T0
16
2
367.95
7399.23
Leg
A394T0
19
8
1314.29
9950.69
Diagonal
A394T0
16
2
995.17
7399.23
Top Girt
A394T0
16
2
699.87
7399.23
Leg
A394T0
19
8
1914.02
9950.69
Diagonal
A394T0
16
2
1396.67
7399.23
Top Girt
A394T0
16
2
1123.47
7399.23
Leg
A394T0
19
8
2452.43
9950.69
Diagonal
A394T0
16
2
1512.73
7399.23
Top Girt
A394T0
16
2
1557.34
7399.23
Leg
A394T0
19
8
3215.42
9950.69
Diagonal
A394T0
16
2
1888.33
7399.23
Top Girt
A394T0
16
2
1693.22
7399.23
Leg
A394T0
19
8
4135.54
9950.69
Diagonal
A394T0
16
2
2336.93
7399.23
Top Girt
A394T0
16
2
2125.60
7399.23
Leg
A394T0
19
8
5572.84
9950.69
Diagonal
A394T0
16
2
2331.15
7399.23
Top Girt
A394T0
16
2
2252.31
7399.23
Leg
A394T0
19
8
6925.36
9950.69
Diagonal
A394T0
16
2
2737.57
7399.23
Top Girt
A394T0
16
2
2350.00
7399.23
Leg Diagonal
A394T0 A394T0
19 16
4 2
16268.19 3674.64
9950.69 7399.23
Top Girt
A394T0
16
2
3224.21
7399.23
T13
40
Leg Diagonal
A394T0 A394T0
19 16
6 3
14307.03 426.15
9950.69 6166.05
T14
36.5
Leg
A394T0
19
12
7251.49
9950.69
Diagonal
A394T0
16
3
496.18
6166.05
Horizontal
A394T0
16
3
285.07
7399.23
Leg
A394T0
19
12
7507.55
9979.03
Diagonal
A394T0
16
3
529.51
6166.05
Horizontal
A394T0
16
3
321.67
6166.05
Leg Diagonal
A394T0 A394T0
19 16
6 3
15610.79 674.41
9979.03 6166.05
Horizontal
A394T0
16
3
415.37
6166.05
T15
T16
32.5
29
54 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Ratio Load Allowable 0.055 0.040 0.098 0.089 0.050 0.132 0.134 0.095 0.192 0.189 0.152 0.246 0.204 0.210 0.323 0.255 0.229 0.416 0.316 0.287 0.560 0.315 0.304 0.696 0.370 0.318 1.635 0.497 0.436 1.438 0.069 0.729 0.080 0.039 0.752 0.086 0.052 1.564 0.109 0.067
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Member Bearing
1.333 1.333
Bearing Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333 1.333
Bolt SS Member Bearing
1.333
Member Bearing
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section No.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Bolt Grade
Leg Diagonal
A394T0 A394T0
19 16
6 3
Maximum Load per Bolt kg 16673.65 330.89
Horizontal
A394T0
16
3
726.83
6166.05
Leg
A394T0
19
12
8317.07
9979.03
m T17
T18
T19
T20
T21
25
21
17
13
9
55 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Bolt Size mm
Number Of Bolts
Allowable Load kg 9979.03 6166.05
Diagonal
A394T0
16
3
229.89
6166.05
Horizontal
A394T0
16
3
122.65
6166.05
Leg
A394T0
19
16
6329.52
9979.03
Diagonal
A394T0
16
3
451.45
6166.05
Horizontal
A394T0
16
3
301.90
6166.05
Leg
A394T0
19
8
13005.86
9979.03
Diagonal
A394T0
16
3
532.46
6166.05
Horizontal
A394T0
16
3
395.70
6166.05
Leg Diagonal
A394T0 A394T0
19 16
8 3
14622.01 1910.55
9979.03 6166.05
Horizontal
A394T0
16
3
2898.75
6166.05
Ratio Load Allowable 1.671 0.054 0.118 0.833 0.037 0.020 0.634 0.073 0.049 1.303 0.086 0.064 1.465 0.310 0.470
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333 1.333
Bolt SS Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333 1.333
Bolt SS Member Bearing
1.333
Member Bearing
Guy Design Data Section No. T7
Elevation m 64.0000 (A) (400) 64.0000 (B) (399) 64.0000 (C) (398) 64.0000 (D) (397)
Size
Breaking Load kg 19232.32
Actual T kg 5100.56
Allowable Ta kg 9616.16
Required S.F.
16 EHS
Initial Tension kg 1923.23
16 EHS
1923.23
19232.32
1800.84
9616.16
2.000
16 EHS
1923.23
19232.32
5085.86
9616.16
2.000
16 EHS
1923.23
19232.32
6967.00
9616.16
2.000
2.000
Actual S.F. 3.771 10.680 3.782 2.760
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 86 - 83
L64x64x6
m 3.0000
m 1.0000
T2
83 - 80
L64x64x6
3.7577
1.8788
Kl/r
80.2 K=1.00 150.7 K=1.00
Fa
A mm2 768
Actual P kg -829.83
Allow. Pa kg 10242.62
Ratio P Pa 0.081
kPa 130833 45365
768
-1061.34
3551.57
0.299
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
56 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T3
80 - 76
KL/R > 150 (C) - 35 L64x64x10
4.0000
4.0000
161.7 K=0.50
39385
1116
-1208.16
4482.58
0.270
T4
76 - 72
KL/R > 150 (C) - 59 L64x64x10
4.0000
4.0000
161.7 K=0.50
39385
1116
-2354.53
4482.58
0.525
T5
72 - 68
KL/R > 150 (C) - 75 L64x64x10
4.0000
4.0000
161.7 K=0.50
39385
1116
-4179.06
4482.58
0.932
T6
68 - 64
KL/R > 150 (C) - 91 L64x64x10
4.0000
4.0000
161.7 K=0.50
39385
1116
-6579.04
4482.58
1.468
T7
64 - 60
KL/R > 150 (C) - 107 L76x76x10
4.0000
4.0000
134.1 K=0.50
57221
1361
-9809.71
7942.99
1.235
T8
60 - 56
L76x76x10
4.0000
4.0000
134.1 K=0.50
57221
1361
-12861.71
7942.99
1.619
T9
56 - 52
H1-3 (1.62 CR) - 139 L76x76x10
4.0000
4.0000
134.1 K=0.50
57221
1361
-16542.20
7942.99
2.083
T10
52 - 48
H1-3 (2.08 CR) - 155 L102x102x10
4.0000
4.0000
99.9 K=0.50
101516
1845
-22291.44
19100.60
1.167
T11
48 - 44
L102x102x10
4.0000
4.0000
99.9 K=0.50
101516
1845
-27701.39
19100.60
1.450
T12
44 - 40
H1-3 (1.45 CR) - 187 L102x102x10
4.0000
4.0000
99.9 K=0.50
101516
1845
-32536.37
19100.60
1.703
T13
40 - 36.5
H1-3 (1.70 CR) - 203 L102x102x10
3.5300
3.5300
88.2 K=0.50
119461
1845
-42921.14
22477.14
1.910
T14
36.5 - 32.5
H1-3 (1.91 CR) - 219 L102x102x10
4.0342
4.0342
100.8 K=0.50
100150
1845
-43508.95
18843.64
2.309
T15
32.5 - 29
H1-3 (2.31 CR) - 239 L127x127x13
3.5300
3.5300
70.7 K=0.50
143478
3065
-45045.36
44836.03
1.005
T16
29 - 25
L127x127x13
4.0342
4.0342
80.8 K=0.50
129999
3065
-46832.52
40623.84
1.153
T17
25 - 21
L127x127x13
4.0957
4.0957
82.0 K=0.50
128282
3065
-50020.82
40087.32
1.248
T18
21 - 17
L127x127x13
4.0957
4.0957
82.0 K=0.50
128282
3065
-49902.43
40087.32
1.245
T19
17 - 13
L127x127x13
4.0957
4.0957
82.0 K=0.50
128282
3065
-50636.34
40087.32
1.263
T20
13 - 9
L127x127x13
4.0957
4.0957
82.0 K=0.50
128282
3065
-52023.43
40087.32
1.298
T21
9-0
L127x127x13
9.9925
9.9925
100.1 K=0.25
101312
3065
-58488.03
31659.17
1.847
H1-3 (1.85 CR) - 379
Diagonal Design Data (Compression)
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
57 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T1
m 86 - 83
L51x51x5
m 1.4142
m 0.6622
T2
83 - 80
L51x51x5
2.4759
1.7536
T3
80 - 76
L76x76x10
5.8000
T4
76 - 72
L76x76x10
T5
72 - 68
T6
Kl/r
Fa
A
kPa 115985
175.2 K=1.00
2.8562
5.8000
L76x76x10
68 - 64
T7
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
mm2 461
Actual P kg -301.52
Allow. Pa kg 5455.77
Ratio P Pa 0.055
33533
461
-406.77
1577.35
0.258
191.6 K=1.00
28058
1361
-815.66
3894.75
0.209
2.8562
191.6 K=1.00
28058
1361
-1319.96
3894.75
0.339
5.8000
2.8562
191.6 K=1.00
28058
1361
-1990.34
3894.75
0.511
L76x76x10
5.8000
2.8562
191.6 K=1.00
28058
1361
-2793.35
3894.75
0.717
64 - 60
L76x76x10
5.8000
2.8562
191.6 K=1.00
28058
1361
-3025.45
3894.75
0.777
T8
60 - 56
L76x76x10
5.8000
2.8474
191.0 K=1.00
28231
1361
-3776.65
3918.78
0.964
T9
56 - 52
L76x76x10
5.8000
2.8474
191.0 K=1.00
28231
1361
-4673.86
3918.78
1.193
T10
52 - 48
L76x76x10
5.8000
2.8474
191.0 K=1.00
28231
1361
-4662.30
3918.78
1.190
T11
48 - 44
L76x76x10
5.8000
2.8298
189.8 K=1.00
28582
1361
-5475.13
3967.50
1.380
T12
44 - 40
H1-3 (1.38 CR) - 196 L76x76x10
5.8000
2.8298
189.8 K=1.00
28582
1361
-7349.29
3967.50
1.852
T13
40 - 36.5
H1-3 (1.85 CR) - 212 L102x102x8
4.2701
4.1814
132.8 K=1.00
58417
1548
-1278.44
9223.53
0.139
T14
36.5 - 32.5
L102x102x8
4.8938
4.8056
152.6 K=1.00
44226
1548
-1488.55
6982.97
0.213
T15
32.5 - 29
L102x102x8
4.6996
4.6045
146.2 K=1.00
48175
1548
-1588.53
7606.38
0.209
T16
29 - 25
L102x102x8
5.3214
5.2251
165.9 K=1.00
37410
1548
-2023.21
5906.73
0.343
T17
25 - 21
L102x102x8
5.7706
5.6825
180.4 K=1.00
31630
1548
-992.66
4994.10
0.199
T18
21 - 17
L102x102x8
6.2296
6.1467
195.2 K=1.00
27033
1548
-689.66
4268.22
0.162
T19
17 - 13
L102x102x8
6.7149
6.6359
210.7 K=1.00
23194
1548
-1354.35
3662.21
0.370
T20
13 - 9
KL/R > 200 (C) - 343 L102x102x8
7.2213
7.1451
177.8 K=0.50
32564
1548
-1597.38
5141.56
0.311
T21
9-0
L76x76x8
13.1274
13.0401
217.9 K=0.25
21683
1148
-5731.64
2539.17
2.257
Allow. Pa kg
Ratio P Pa
66.2 K=1.00
KL/R > 200 (C) - 389
Horizontal Design Data (Compression) Section No.
Elevation m
Size
L
Lu
m
m
Kl/r
Fa
A
kPa
mm2
Actual P kg
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
58 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T14
m 36.5 - 32.5
L76x76x10
m 4.8490
m 2.3737
T15
32.5 - 29
L102x102x8
5.5900
2.7442
T16
29 - 25
L102x102x8
6.2390
T17
25 - 21
L102x102x8
T18
21 - 17
T19
Kl/r
Fa
A
kPa 106176
43.6 K=0.50
3.0560
6.9800
L102x102x8
17 - 13
T20 T21
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
mm2 1361
Actual P kg -795.51
Allow. Pa kg 14738.58
Ratio P Pa 0.054
130313
1548
-915.61
20575.27
0.045
48.5 K=0.50
127419
1548
-1156.16
20118.37
0.057
3.4265
54.4 K=0.50
123800
1548
-2180.49
19546.93
0.112
8.2250
4.0490
64.3 K=0.50
117292
1548
-275.75
18519.27
0.015
L102x102x8
9.4700
4.6715
58.1 K=0.25
121404
1548
-753.94
19168.59
0.039
13 - 9
L102x102x8
10.7150
5.2940
65.9 K=0.25
116191
1548
-848.26
18345.55
0.046
9-0
L102x102x8
11.9600
5.9165
73.6 K=0.25
110661
1548
-8696.23
17472.38
0.498
Allow. Pa kg 5660.34
Ratio P Pa 0.002
79.6 K=0.50
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 120334
mm 461
Actual P kg -10.38
59.8 K=1.00
120334
461
-101.71
5660.34
0.018
4.1365
178.4 K=1.00
32360
1361
-268.98
4492.03
0.060
4.2000
4.1365
178.4 K=1.00
32360
1361
-332.80
4492.03
0.074
L76x76x10
4.2000
4.1365
178.4 K=1.00
32360
1361
-764.00
4492.03
0.170
68 - 64
L76x76x10
4.2000
4.1365
178.4 K=1.00
32360
1361
-1625.63
4492.03
0.362
T8
60 - 56
L76x76x10
4.2000
4.1238
177.8 K=1.00
32560
1361
-941.82
4519.74
0.208
T9
56 - 52
L76x76x10
4.2000
4.1238
177.8 K=1.00
32560
1361
-1473.95
4519.74
0.326
T10
52 - 48
L76x76x10
4.2000
4.1238
177.8 K=1.00
32560
1361
-1880.75
4519.74
0.416
T11
48 - 44
L76x76x10
4.2000
4.0984
176.7 K=1.00
32965
1361
-2268.57
4575.93
0.496
T12
44 - 40
L76x76x10
4.2000
4.0984
176.7 K=1.00
32965
1361
-3558.36
4575.93
0.778
T13
40 - 36.5
L76x76x10
4.2000
2.0492
137.4 K=1.00
54506
1361
-1106.04
7566.15
0.146
T1
m 86 - 83
L51x51x5
m 1.0000
m 0.9365
T2
83 - 80
L51x51x5
1.0000
0.9365
T3
80 - 76
L76x76x10
4.2000
T4
76 - 72
L76x76x10
T5
72 - 68
T6
Kl/r
59.8 K=1.00
Fa
A 2
Inner Bracing Design Data (Compression)
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
59 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T13
m 40 - 36.5
L76x76x8
m 2.9698
m 2.9698
T14
36.5 - 32.5
L76x76x8
3.4288
3.4288
T15
32.5 - 29
L76x76x8
3.9527
T16
29 - 25
KL/R > 250 (C) - 273 L76x76x8
T17
25 - 21
T18
Kl/r
Fa
A
kPa 26128
229.2 K=1.00
3.9527
4.4116
KL/R > 250 (C) - 293 L76x76x8
21 - 17
T19
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
mm2 1148
Actual P kg -276.39
Allow. Pa kg 3059.61
Ratio P Pa 0.090
19602
1148
-150.44
2295.41
0.066
264.2 K=1.00
14749
1148
-72.68
1727.19
0.042
4.4116
294.9 K=1.00
11840
1148
-57.42
1386.55
0.041
4.9356
4.9356
329.9 K=1.00
9460
1148
-60.26
1107.78
0.054
KL/R > 250 (C) - 313 L102x102x6
5.8160
5.8160
288.0 K=1.00
12412
1252
-46.43
1584.09
0.029
17 - 13
KL/R > 250 (C) - 333 L102x102x6
6.6963
6.6963
331.6 K=1.00
9363
1252
-36.27
1194.95
0.030*
T20
13 - 9
KL/R > 250 (C) - 356 L102x102x6
7.5766
7.5766
375.2 K=1.00
7313
1252
-64.79
933.40
0.069
T21
9-0
KL/R > 250 (C) - 375 L102x102x6
8.4570
8.4570
418.8 K=1.00
5870
1252
-146.21
749.19
0.195
A 2
Allow. Pa kg 12007.27
Ratio P Pa 0.028
198.5 K=1.00
KL/R > 250 (C) - 393
*
DL controls
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
T1
m 86 - 83
L64x64x6
m 3.0000
m 1.0000
51.2
kPa 224080
mm 525
Actual P kg 338.55
T2
83 - 80
L64x64x6
3.7577
1.8788
96.2
224080
525
956.72
12007.27
0.080
T3
80 - 76
L64x64x10
4.0000
4.0000
209.1
224080
693
1385.75
15828.97
0.088
T4
76 - 72
L64x64x10
4.0000
4.0000
209.1
224080
693
2929.59
15828.97
0.185
T5
72 - 68
L64x64x10
4.0000
4.0000
209.1
224080
693
5257.18
15828.97
0.332
T6
68 - 64
L64x64x10
4.0000
4.0000
209.1
224080
693
7656.10
15828.97
0.484
T7
64 - 60
L76x76x10
4.0000
4.0000
172.5
224080
938
5498.31
21430.84
0.257
T8
60 - 56
L76x76x10
4.0000
4.0000
172.5
224080
938
7363.03
21430.84
0.344
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section No.
60 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T9
m 56 - 52
L76x76x10
m 4.0000
m 4.0000
172.5
kPa 224080
T10
52 - 48
L102x102x10
4.0000
4.0000
128.0
T11
48 - 44
L102x102x10
4.0000
4.0000
T12
44 - 40
L102x102x10
4.0000
T13
40 - 36.5
L102x102x10
T14
36.5 - 32.5
T15
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
mm2 938
Actual P kg 9677.40
Allow. Pa kg 21430.84
Ratio P Pa 0.452
224080
1422
13331.81
32487.16
0.410
128.0
224080
1422
17375.99
32487.16
0.535
4.0000
128.0
224080
1422
21424.58
32487.16
0.659
3.5300
3.5300
113.0
224080
1422
27722.62
32487.16
0.853
L102x102x10
4.0342
4.0342
129.1
224080
1422
28896.65
32487.16
0.889
32.5 - 29
L127x127x13
3.5300
3.5300
90.2
224080
2500
30219.60
57124.53
0.529
T16
29 - 25
L127x127x13
4.0342
4.0342
103.1
224080
2500
31329.23
57124.53
0.548
T17
25 - 21
L127x127x13
4.0957
4.0957
104.7
224080
2500
33300.67
57124.53
0.583
T18
21 - 17
L127x127x13
4.0957
4.0957
104.7
224080
2500
32101.29
57124.53
0.562
T19
17 - 13
L127x127x13
4.0957
4.0957
104.7
224080
2500
31529.40
57124.53
0.552
T20
13 - 9
L127x127x13
4.0957
4.0957
104.7
224080
2500
31578.38
57124.53
0.553
T21
9-0
L127x127x13
9.9925
9.9925
255.5
224080
2500
34040.98
57124.53
0.596
Allow. Pa kg 7005.28
Ratio P Pa 0.041
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.6622
42.3
kPa 148927
mm2 461
Actual P kg 287.48
T1
m 86 - 83
L51x51x5
m 1.4142
T2
83 - 80
L51x51x5
2.4759
1.7536
111.9
148927
461
219.25
7005.28
0.031
T3
80 - 76
L76x76x10
5.8000
2.8562
123.2
148927
1361
790.32
20672.93
0.038
T4
76 - 72
L76x76x10
5.8000
2.8562
123.2
148927
1361
1280.65
20672.93
0.062
T5
72 - 68
L76x76x10
5.8000
2.8562
123.2
148927
1361
1781.61
20672.93
0.086
T6
68 - 64
L76x76x10
5.8000
2.8562
123.2
148927
1361
2779.43
20672.93
0.134
T7
64 - 60
L76x76x10
5.8000
2.8562
123.2
148927
1361
1121.99
20672.93
0.054
T8
60 - 56
L76x76x10
5.8000
2.8474
122.8
148927
1361
1587.67
20672.93
0.077
T9
56 - 52
L76x76x10
5.8000
2.8474
122.8
148927
1361
2319.91
20672.93
0.112
T10
52 - 48
L76x76x10
5.8000
2.8474
122.8
148927
1361
2705.47
20672.93
0.131
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
61 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T11
48 - 44
L76x76x10
5.8000
2.8298
122.0
148927
1361
3413.79
20672.93
0.165
T12
44 - 40
L76x76x10
5.8000
2.8298
122.0
148927
1361
4793.25
20672.93
0.232
T13
40 - 36.5
L102x102x8
4.2701
4.1814
132.8
148927
1548
1094.19
23514.24
0.047
T14
36.5 - 32.5
L102x102x8
4.8938
4.8056
152.6
148927
1548
1255.93
23514.24
0.053
T15
32.5 - 29
L102x102x8
4.6996
4.6045
146.2
148927
1548
1310.60
23514.24
0.056
T16
29 - 25
L102x102x8
5.3214
5.2251
165.9
148927
1548
1714.54
23514.24
0.073
T17
25 - 21
L102x102x8
5.7706
5.6825
180.4
148927
1548
627.88
23514.24
0.027
T18
21 - 17
L102x102x8
6.2296
6.1467
195.2
148927
1548
230.61
23514.24
0.010
T19
17 - 13
L102x102x8
6.7149
6.6359
210.7
148927
1548
799.45
23514.24
0.034
T20
13 - 9
L102x102x8
7.2213
7.1451
226.9
148927
1548
934.28
23514.24
0.040
T21
9-0
L76x76x8
13.1274
13.0401
556.8
148927
1148
5106.54
17439.72
0.293
Allow. Pa kg 20672.93
Ratio P Pa 0.041
L/R > 500 (T) - 388
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T14
m 36.5 - 32.5
L76x76x10
m 4.8490
m 2.3737
102.4
kPa 148927
mm2 1361
Actual P kg 855.21
T15
32.5 - 29
L102x102x8
5.5900
2.7442
87.1
148927
1548
965.00
23514.24
0.041
T16
29 - 25
L102x102x8
6.2390
3.0560
97.0
148927
1548
1246.10
23514.24
0.053
T17
25 - 21
L102x102x8
6.9800
3.4265
108.8
148927
1548
1216.68
23514.24
0.052
T18
21 - 17
L102x102x8
8.2250
4.0490
128.6
148927
1548
367.94
23514.24
0.016
T19
17 - 13
L102x102x8
9.4700
4.6715
148.3
148927
1548
905.69
23514.24
0.039
T20
13 - 9
L102x102x8
10.7150
5.2940
168.1
148927
1548
1187.09
23514.24
0.050
T21
9-0
L102x102x8
11.9600
5.9165
187.8
148927
1548
4752.15
23514.24
0.202
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
62 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:08:02 09/24/13 Designed by
Ing. C. Londoño M.
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A 2
T1
m 86 - 83
L51x51x5
m 1.0000
m 0.9365
59.8
kPa 148927
mm 461
Actual P kg 13.00
Allow. Pa kg 7005.28
Ratio P Pa 0.002
T2
83 - 80
L51x51x5
1.0000
0.9365
59.8
148927
461
63.22
7005.28
0.009
T3
80 - 76
L76x76x10
4.2000
4.1365
178.4
148927
1361
589.76
20672.93
0.029
T4
76 - 72
L76x76x10
4.2000
4.1365
178.4
148927
1361
735.89
20672.93
0.036
T5
72 - 68
L76x76x10
4.2000
4.1365
178.4
148927
1361
1399.74
20672.93
0.068
T6
68 - 64
L76x76x10
4.2000
4.1365
178.4
148927
1361
2246.94
20672.93
0.109
T7
64 - 60
L76x76x10
4.2000
4.1365
178.4
148927
1361
3114.67
20672.93
0.151
T8
60 - 56
L76x76x10
4.2000
4.1238
177.8
148927
1361
3386.44
20672.93
0.164
T9
56 - 52
L76x76x10
4.2000
4.1238
177.8
148927
1361
4251.20
20672.93
0.206
T10
52 - 48
L76x76x10
4.2000
4.1238
177.8
148927
1361
4504.62
20672.93
0.218
T11
48 - 44
L76x76x10
4.2000
4.0984
176.7
148927
1361
4699.99
20672.93
0.227
T12
44 - 40
L76x76x10
4.2000
4.0984
176.7
148927
1361
6448.41
20672.93
0.312
T13
40 - 36.5
L76x76x10
4.2000
2.0492
88.4
148927
1361
1547.73
20672.93
0.075
2
Allow. Pa kg 17439.72
Ratio P Pa 0.015
Inner Bracing Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T13
m 40 - 36.5
L76x76x8
m 2.9698
m 2.9698
126.8
kPa 148927
mm 1148
Actual P kg 254.02
T14
36.5 - 32.5
L76x76x8
3.4288
3.4288
146.4
148927
1148
125.95
17439.72
0.007
T15
32.5 - 29
L76x76x8
3.9527
3.9527
168.8
148927
1148
45.81
17439.72
0.003
T16
29 - 25
L76x76x8
4.4116
4.4116
188.4
148927
1148
27.50
17439.72
0.002
T17
25 - 21
L76x76x8
4.9356
4.9356
210.8
148927
1148
5.17
17439.72
0.000
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
63 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:08:02 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
86 - 83
Leg Diagonal
L64x64x6 L51x51x5
3 10
-829.83 -301.52
13653.41 7272.53
Pass Pass
Top Girt
L51x51x5
6
13.00
9338.04
6.1 4.1 7.8 (b) 0.1 0.4 (b) 22.4 19.3 1.3 2.1 (b) 20.2 15.7 4.5 39.4 25.4 5.6 69.9 38.3 12.8 110.1 53.8 27.1 92.6 58.3 11.3 15.8 (b) 53.0 18.7 52.9 72.5 121.5 72.3 15.6 17.2 (b) 156.2 89.5 24.5 87.6 89.3 31.2 108.8 103.5 37.2 127.8 139.0 58.3 143.3 10.4 11.0 6.8 173.2 16.0 4.0 4.9 75.4 15.7 3.3
T2
83 - 80
Leg Diagonal Top Girt
L64x64x6 L51x51x5 L51x51x5
35 54 38
-1061.34 -406.77 -101.71
4734.24 2102.61 7545.23
T3
80 - 76
T4
76 - 72
T5
72 - 68
T6
68 - 64
T7
64 - 60
Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt
L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10
59 66 64 75 84 80 91 100 96 107 116 112 123 132 126
-1208.16 -815.66 -268.98 -2354.53 -1319.96 -332.80 -4179.06 -1990.34 -764.00 -6579.04 -2793.35 -1625.63 -9809.71 -3025.45 3114.67
5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 10588.01 5191.70 27557.02
Guy A@64 Guy B@64 Guy C@64 Guy D@64 Leg Diagonal Top Girt
16 16 16 16 L76x76x10 L76x76x10 L76x76x10
400 399 398 397 139 148 144
5100.56 1800.84 5085.86 6967.00 -12861.71 -3776.65 -941.82
9616.16 9616.16 9616.16 9616.16 10588.01 5223.73 6024.81
Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Inner Bracing Leg Diagonal Horizontal Inner Bracing Leg Diagonal Horizontal
L76x76x10 L76x76x10 L76x76x10 L102x102x10 L76x76x10 L76x76x10 L102x102x10 L76x76x10 L76x76x10 L102x102x10 L76x76x10 L76x76x10 L102x102x10 L102x102x8 L76x76x10 L76x76x8 L102x102x10 L102x102x8 L76x76x10 L76x76x8 L127x127x13 L102x102x8 L102x102x8
155 164 160 171 180 176 187 196 192 203 212 208 219 230 221 226 239 243 241 253 259 263 261
-16542.20 -4673.86 -1473.95 -22291.44 -4662.30 -1880.75 -27701.39 -5475.13 -2268.57 -32536.37 -7349.29 -3558.36 -42921.14 -1278.44 -1106.04 -276.39 -43508.95 -1488.55 -795.51 -150.44 -45045.36 -1588.53 -915.61
10588.01 5223.73 6024.81 25461.10 5223.73 6024.81 25461.10 5288.68 6099.72 25461.10 5288.68 6099.72 29962.03 12294.97 10085.68 4078.46 25118.57 9308.29 19646.53 3059.79 59766.43 10139.31 27426.84
T8
60 - 56
T9
56 - 52
T10
52 - 48
T11
48 - 44
T12
44 - 40
T13
40 - 36.5
T14
36.5 - 32.5
T15
32.5 - 29
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Pass Pass Fail Pass Pass Pass Pass Pass Fail Fail Pass Fail Fail Pass Fail Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass
RISATower I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
No.
T16
T17
Project
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
Critical Element
P kg
29 - 25
Inner Bracing Leg
L76x76x8 L127x127x13
273 279
-72.68 -46832.52
Diagonal Horizontal
L102x102x8 L102x102x8
283 281
-2023.21 -1156.16
Inner Bracing Leg
L76x76x8 L127x127x13
293 299
-57.42 -50020.82
Diagonal Horizontal
L102x102x8 L102x102x8
309 307
-992.66 -2180.49
Inner Bracing Leg Diagonal Horizontal
L76x76x8 L127x127x13 L102x102x8 L102x102x8
313 319 323 321
-60.26 -49902.43 -689.66 367.94
Inner Bracing Leg Diagonal Horizontal
L102x102x6 L127x127x13 L102x102x8 L102x102x8
333 339 343 341
-46.43 -50636.34 -1354.35 -753.94
Inner Bracing Leg
L102x102x6 L127x127x13
356 359
-36.27 -52023.43
Diagonal Horizontal
L102x102x8 L102x102x8
363 361
-1597.38 1187.09
Inner Bracing Leg Diagonal Horizontal Inner Bracing
L102x102x6 L127x127x13 L76x76x8 L102x102x8 L102x102x6
375 379 389 387 393
-64.79 -58488.03 -5731.64 -8696.23 -146.21
21 - 17
T19
17 - 13
T20
13 - 9
9-0
16:08:02 09/24/13
Client
Component Type
T18
T21
Date
Elevation m
25 - 21
64 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25.
Section
Page
Job
SF*Pallow kg
% Capacity
3.9 (b) 3.2 86.5 117.4 (b) 7873.67 25.7 26817.78 4.3 5.1 (b) 1848.27 3.1 53436.40 93.6 125.3 (b) 6657.13 14.9 26056.06 8.4 8.8 (b) 1476.67 4.1 53436.40 93.4 5689.54 12.1 31344.47 1.2 1.5 (b) 2111.59 2.2 53436.40 94.8 4881.72 27.7 25551.73 3.0 3.7 (b) 1194.95 3.0 53436.40 97.4 97.8 (b) 6853.70 23.3 31344.47 3.8 4.8 (b) 1244.22 5.2 42201.67 138.6 3384.71 169.3 23290.69 37.3 998.66 14.6 Summary Leg (T14) 173.2 Diagonal 169.3 (T21) Horizontal 37.3 (T21) Top Girt 58.3 (T12) Inner 14.6 Bracing (T21) Guy A (T7) 53.0 18.7 Guy B (T7) Guy C (T7) 52.9 Guy D (T7) 72.5 Bolt Checks 125.3 RATING = 173.2 2302.35 54151.57
Designed by
Ing. C. Londoño M. Pass Fail Pass Fail Pass Pass Pass Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Fail Fail Pass Pass Fail Fail Pass Pass Pass Pass Pass Pass Pass Fail Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=80+6m C. NUEVA EB. PLANADAS.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 86.0000
50
100
Tilt (deg) 150
0
0.05
0.1
Twist (deg) 0.15
0
0.05
0.1 86.0000
83.0000
83.0000
80.0000
80.0000
76.0000
76.0000
72.0000
72.0000
68.0000
68.0000
64.0000
64.0000
60.0000
60.0000
56.0000
56.0000
52.0000
52.0000
48.0000
48.0000
44.0000
44.0000
40.0000
40.0000
36.5000
36.5000
32.5000
32.5000
29.0000
29.0000
25.0000
25.0000
21.0000
21.0000
17.0000
17.0000
13.0000
13.0000
9.0000
9.0000
0.0000 0
0.0000 50
100
150
0
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.05
Job:
0.1
0.15
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC80+6m PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS.eri
Feedline Distribution Chart 0.0000 - 86.0000 Round
86.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
84.0000
84.0000
Face D
86.0000
84.0000
83.0000
83.0000
80.0000
80.0000
76.0000
76.0000
73.0000
73.0000
73.0000
72.0000
72.0000
69.0000
69.0000
69.0000
68.0000
68.0000
65.0000
65.0000
65.0000
64.0000
64.0000
61.0000
61.0000
61.0000
60.0000
60.0000
57.0000
57.0000
57.0000
56.0000
56.0000
53.0000
53.0000
48.0000
48.0000
(2) 3 (8 ANT RF N)
52.0000
36.5000
32.5000
29.0000
25.0000
21.0000 19.0000
19.0000
17.0000
19.0000
44.0000
40.0000
36.5000
32.5000
29.0000
25.0000
1/2 (1 ANT TV E)
39.0000
1/2 (2 ANT TV E)
40.5000
39.0000
1/2 (2 ANT TV E)
40.5000
39.0000
(2) 1/2 (4 ANT TV E)
40.5000
(2) 1/2 (4 ANT TV E)
42.0000
(2) 1/2 (4 ANT TV E)
42.0000
(2) 1/2 (4 ANT TV E)
40.0000
42.0000
(2) 1/2 (4 ANT TV E)
44.0000
(2) 1/2 (4 ANT TV E)
21.0000
17.0000
13.0000
13.0000 7/8 (1 ANT MW E)
Elevation (m)
53.0000 52.0000
9.0000
0.0000
9.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC80+6m PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS.eri
Stress Distribution Chart 0.0000 - 86.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
86.0000
86.0000
83.0000
83.0000
80.0000
80.0000
76.0000
76.0000
72.0000
72.0000
68.0000
68.0000
64.0000
64.0000
60.0000
60.0000
56.0000
56.0000
52.0000
52.0000
48.0000
48.0000
44.0000
44.0000
40.0000
40.0000
36.5000
36.5000
32.5000
32.5000
29.0000
29.0000
25.0000
25.0000
21.0000
21.0000
17.0000
17.0000
13.0000
13.0000
9.0000
9.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC80+6m PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS\TC80+6m C. NUEVA EB. PLANADAS.eri
CONDICION NUEVA + REFUERZO. EB. PLANADAS.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
R=39.0000 m
206.1 294.5
1 3@1 2 @ 1.5
83.0 m
80.0 m
T3
1012.9
4.2
L51x51x5
L51x51x5
T1
L64x64x6
T2
R=39.0000 m
86.0 m
1012.9 1012.9
72.0 m
T5
T4
L64x64x10
76.0 m
R=39.0000 m
R=39.0000 m
PLAN
1012.9
A
T6
68.0 m
TYPE
1012.9 1012.9
65 - 57.5
AT15-250 (N)
86
2 ANT TV 0.30x1.20m (E)
65 - 57.5
AT15-250 (N) AT15-250 (N)
85 85
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
61 - 57.5 61 - 57.5
AT15-250 (N)
84
2 ANT TV 0.30x1.20m (E)
57 - 56.5
AT15-250 (N)
84
2 ANT TV 0.30x1.20m (E)
57 - 56.5
AT15-250 (N)
83
2 ANT TV 0.30x1.20m (E)
56.5 - 53
AT15-250 (N)
83
2 ANT TV 0.30x1.20m (E)
56.5 - 53
CxMANTENIMIENTO
80
2 ANT TV 0.30x1.20m (E)
42 - 41.5
2 ANT TV 0.30x1.20m (E)
73 - 58.5
2 ANT TV 0.30x1.20m (E)
40.5
2 ANT TV 0.30x1.20m (E)
73 - 58.5
1 ANT TV 0.30x1.20m (E)
39.5 - 39
2 ANT TV 0.30x1.20m (E)
69 - 58.5
8 FT DISH (1 ANT MW Ø2.40m E)
19
2 ANT TV 0.30x1.20m (E)
69 - 58.5
1012.9
T9
1012.9
T10
SIZE
1052.6
A572-50
32.5 m
1. 2. 3. 4.
Fy 344738 kPa
1210.0
36.5 m
Fu 448159 kPa
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
TOWER DESIGN NOTES Tower designed for a 120 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 60 kph wind. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. 5. Tower members are "hot dipped" galvanized in accordance with ASTM A123 and ASTM A153 Standards. 6. Welds are fabricated with ER-70S-6 electrodes. 7. TOWER RATING: 94.5%
1469.6
29.0 m
25.0 m
1851.1
5@4
21.0 m
13.0 m
9.0 m
5335.2
AXIAL 40122 kg 1@9
2L76x102x10
MAX. CORNER REACTIONS AT BASE: DOWN: 41175 kg UPLIFT: -21152 kg SHEAR: 17526 kg
2281.1
10.715
L102x102x6
2064.6
9.47
17.0 m
11.96
N.A.
L102x102x8
8.225
1617.5
6.98
L102x102x8
MATERIAL STRENGTH GRADE
SHEAR 20355 kg
MOMENT 797696 kg-m
29561.9
0.0 m
2556 kg R=39.0000 m
Weight (kg)
# Panels @ (m)
Face Width (m)
Inner Bracing
Horizontals
Top Girts
Diagonal Grade
18.1
4360 kg
TORQUE 12834 kg-m REACTIONS - 120 kph WIND
kg 54
Diagonals
MARK
L64x10+L76x10
50
Leg Grade
A
1306.8
1 @ 3.5 1@4 1 @ 3.5
4.849 L76x76x8
6.239
5.59
L76x76x10
T14 T15 T16 T17 T18
L127x13+L76x10
T19
SIZE
40.0 m
T20 T21
SYMBOL LIST MARK
1756.6
A36
A572-50
2L76x76x10
44.0 m
T13
T12
L102x10+L76x10
T11
1012.9
48.0 m
Legs
ELEVATION
2 ANT TV 0.30x1.20m (E)
52.0 m
Section
TYPE
86
m
56.0 m
ELEVATION
AT15-250 (N)
%
L76x76x10
86 - 41.5 85 84 83 80 73 69 65 61 57 56.5 42 40.5 39.5 19 58.5 57.5 56.5 - 39 53 DESIGNED APPURTENANCE LOADING
10 I T=
10 @ 4
N.A.
L76x76x10
T7
AT15-250 CxMANTENIMIENTO 2 1 8 ANT FT DISH TV (N) 0.30x1.20m (1 ANT MW(E) Ø2.40m E) 50 . 44 73
60.0 m
= LC
T8
HS
L76x10+L76x10
E 16
N.A.
64.0 m
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC80+6 m Ext. PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS.eri
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
1 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
SALIDA 3 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x guyed tower with an overall height of 86.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.0000 m at the top and 18.1000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 120 kph. Deflections calculated using a wind speed of 60 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. Pressures are calculated at each section. Safety factor used in guy design is 2. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile √ Include Bolts In Member Capacity √ Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination
√ Distribute Leg Loads As Uniform Assume Legs Pinned √ Assume Rigid Index Plate √ Use Clear Spans For Wind Area √ Use Clear Spans For KL/r Retension Guys To Initial Tension √ Bypass Mast Stability Checks Use Azimuth Dish Coefficients √ Project Wind Area of Appurt. √ Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing
√ Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA √ SR Leg Bolts Resist Compression √ All Leg Panels Have Same Allowable Offset Girt At Foundation √ Consider Feedline Torque √ Include Angle Block Shear Check Poles Include Shear-Torsion Interaction Always Use Sub-Critical Flow Use Top Mounted Sockets
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
2 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:29:23 09/24/13 Designed by
uy G A
G uy
B
Ing. C. Londoño M.
X Z
uy G C
Face D
W in d
45
G uy
D
Wind 90
Face C
Face A
Face B
Wind 0
Square Corner M ounted Guyed To wer
Tower Section Geometry Tower Section
Tower Elevation
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
Assembly Database
Description
Section Width
Number of Sections
m 1.0000 1.0000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.2000 4.8490 5.5900 6.2390 6.9800 8.2250 9.4700 10.7150 11.9600
Tower Section Geometry (cont’d)
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 3.0000 3.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
3 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
m 1.0000 1.5000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 4.0000 3.5000 4.0000 3.5000 4.0000 4.0000 4.0000 4.0000 4.0000 9.0000
X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace X Brace K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down K Brace Down
Has K Brace End Panels No No No No No No No No No No No No No No No No No No No No No
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No No No No No No No No No Yes Yes Yes Yes Yes Yes Yes Yes Yes
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-83.0000 T2 83.0000-80.0000 T3 80.0000-76.0000 T4 76.0000-72.0000 T5 72.0000-68.0000 T6 68.0000-64.0000 T7 64.0000-60.0000 T8 60.0000-56.0000 T9 56.0000-52.0000 T10 52.0000-48.0000 T11 48.0000-44.0000 T12 44.0000-40.0000 T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000
Leg Type
Leg Size
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x10
Equal Angle
L64x64x10
Equal Angle
L64x64x10
Arbitrary Shape
L64x10+L76x10
Arbitrary Shape
L76x10+L76x10
Arbitrary Shape
L76x10+L76x10
Arbitrary Shape
L76x10+L76x10
Arbitrary Shape
L102x10+L76x10
Arbitrary Shape
L102x10+L76x10
Arbitrary Shape
L102x10+L76x10
Arbitrary Shape
L102x10+L76x10
Arbitrary Shape
L102x10+L76x10
Arbitrary Shape
L127x13+L76x10
Leg Grade
Diagonal Type
A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Double Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa)
Diagonal Size
Diagonal Grade
L51x51x5
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
L51x51x5 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 L76x76x10 2L76x76x10 L102x102x8 L102x102x8 L102x102x8
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Tower Elevation m T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
4 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg Type
Leg Size
Arbitrary Shape
L127x13+L76x10
Arbitrary Shape
L127x13+L76x10
Arbitrary Shape
L127x13+L76x10
Arbitrary Shape
L127x13+L76x10
Arbitrary Shape
L127x13+L76x10
Arbitrary Shape
L127x13+L76x10
Leg Grade
Diagonal Type
A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Equal Angle (344738 kPa) A572-50 Double Angle (344738 kPa)
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Diagonal Size
Diagonal Grade
L102x102x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
L102x102x8 L102x102x8 L102x102x8 L102x102x8 2L76x102x10
Tower Section Geometry (cont’d) Tower Elevation m T1 86.0000-83.0000 T2 83.0000-80.0000 T3 80.0000-76.0000 T4 76.0000-72.0000 T5 72.0000-68.0000 T6 68.0000-64.0000 T7 64.0000-60.0000 T8 60.0000-56.0000 T9 56.0000-52.0000 T10 52.0000-48.0000 T11 48.0000-44.0000 T12 44.0000-40.0000 T13 40.0000-36.5000
Top Girt Type
Top Girt Size
Equal Angle
L51x51x5
Equal Angle
L51x51x5
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Top Girt Grade
Bottom Girt Type
Bottom Girt Size
A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Equal Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa) A36 Single Angle (248211 kPa)
Bottom Girt Grade A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m
No. of Mid Girts
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Tower Elevation
5 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
No. of Mid Girts None
Mid Girt Type
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
Mid Girt Size
Designed by
Ing. C. Londoño M.
Mid Girt Grade
Horizontal Type
Horizontal Size
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle
L76x76x10
Equal Angle
L76x76x10
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
Equal Angle
L102x102x8
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation m T13 40.0000-36.5000 T14 36.5000-32.5000 T15 32.5000-29.0000 T16 29.0000-25.0000 T17 25.0000-21.0000 T18 21.0000-17.0000 T19 17.0000-13.0000 T20 13.0000-9.0000 T21 9.0000-0.0000
Secondary Horizontal Type
Secondary Horizontal Size
Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round Solid Round
Secondary Horizontal Grade
Inner Bracing Type
Inner Bracing Size
Inner Bracing Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L76x76x8
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Tower Section Geometry (cont’d) Tower Elevation
Gusset Area (per face)
Gusset Thickness
m
m2
mm
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm
Page
Job
RISATower
6 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
m T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00 T20 13.0000-9.000
m2 0.0000
mm 0
0.0000
Gusset Grade Adjust. Factor Af
Adjust. Factor Ar
Ing. C. Londoño M.
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5 0 0
A36 (248211 kPa)
1.1
1
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.1
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.2
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.4
1
1.5
0
0
0.0000
0
A36 (248211 kPa)
1.4
1
1.5
0
0
Page
Job
RISATower
7 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Tower Elevation
Gusset Area (per face)
Gusset Thickness
m 0 T21 9.0000-0.0000
m2
mm
0.0000
0
Gusset Grade Adjust. Factor Af
A36 (248211 kPa)
1.4
Adjust. Factor Ar
1
Ing. C. Londoño M.
Weight Mult. Double Angle Double Angle Stitch Bolt Stitch Bolt Spacing Spacing Diagonals Horizontals mm mm 1.5
0
0
Tower Section Geometry (cont’d) Tower Elevation
m T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 1
K Brace Diags X Y 1 1
No
No
1
No
No
1
1 1
No
No
0.5
No
No
No
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X Y 1 1
X Y 1 0.5
X Y 1 1
X Y 1 1
X Y 1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 1
1 1
1 0.5
1 1
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
No
No
0.5
1 1
1 0.5
1 1
1 1
0.5 0.5
1 1
1 1
No
No
0.5
1
1
1
1
0.5
1
1
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Calc K Single Angles
8 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Tower Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Calc K Solid Rounds
Legs
X Brace Diags X Y 1
K Brace Diags X Y 0.5
K Factors1 Single Girts Diags
Horiz.
Designed by
Ing. C. Londoño M.
Sec. Horiz.
Inner Brace
X X X X X Y Y Y m Y Y 32.5000-29.00 1 1 0.25 1 1 00 T16 No No 0.5 1 1 1 1 0.5 1 1 29.0000-25.00 1 0.5 1 1 0.25 1 1 00 T17 No No 0.5 1 1 1 1 0.5 1 1 25.0000-21.00 1 0.5 1 1 0.25 1 1 00 T18 No No 0.5 1 1 1 1 0.5 1 1 21.0000-17.00 1 0.5 1 1 0.25 1 1 00 T19 No No 0.5 1 1 1 1 0.25 1 1 17.0000-13.00 1 0.5 1 1 0.25 1 1 00 T20 No No 0.5 1 0.5 1 1 0.25 1 1 13.0000-9.000 1 0.5 1 1 0.25 1 1 0 No No 0.25 1 0.25 1 1 0.25 1 1 T21 1 0.25 1 1 0.25 1 1 9.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Tower Section Geometry (cont’d) Tower Elevation m
T1 86.0000-83.00 00 T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
1
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Leg
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00 T20 13.0000-9.000 0 T21 9.0000-0.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Tower Elevation m
9 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Ing. C. Londoño M.
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Tower Section Geometry (cont’d) Tower Elevation m
Leg Connection Type
T1 Sleeve SS 86.0000-83.00 00
Leg
Bolt Size mm 16 A394T0
Diagonal
No. 6
Bolt Size mm 16 A394T0
Top Girt
No. 1
Bolt Size mm 16 A394T0
Bottom Girt
No. 1
Bolt Size mm 16 A394T0
No. 0
Mid Girt
Bolt Size mm 16 A325N
Long Horizontal Short Horizontal
No. 2
Bolt Size mm 16 A394T0
No. 0
Bolt Size mm 16 A325N
No. 0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T2 83.0000-80.00 00 T3 80.0000-76.00 00 T4 76.0000-72.00 00 T5 72.0000-68.00 00 T6 68.0000-64.00 00 T7 64.0000-60.00 00 T8 60.0000-56.00 00 T9 56.0000-52.00 00 T10 52.0000-48.00 00 T11 48.0000-44.00 00 T12 44.0000-40.00 00 T13 40.0000-36.50 00 T14 36.5000-32.50 00 T15 32.5000-29.00 00 T16 29.0000-25.00 00 T17 25.0000-21.00 00 T18 21.0000-17.00 00 T19 17.0000-13.00 00 T20 13.0000-9.000 0
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Leg Connection Type
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Tower Elevation m
10 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Diagonal
Bolt Size mm 16 A394T0
No.
Sleeve SS
19 A394T0
Sleeve SS
Top Girt
Bolt Size mm 16 A394T0
No.
6
16 A394T0
19 A394T0
6
Sleeve SS
19 A394T0
Sleeve SS
Bottom Girt
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
2
16 A394T0
2
16 A394T0
16 A394T0
2
16 A394T0
2
8
16 A394T0
2
16 A394T0
19 A394T0
8
16 A394T0
2
Sleeve SS
19 A394T0
8
16 A394T0
Sleeve SS
19 A394T0
8
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Ing. C. Londoño M.
Long Horizontal Short Horizontal
Bolt Size mm 16 A325N
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A325N
No.
0
16 A325N
2
16 A394T0
0
16 A325N
0
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
8
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
19 A394T0
8
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
0
16 A325N
0
Sleeve SS
19 A394T0
8
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
2
16 A325N
0
Sleeve SS
19 A394T0
6
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A325N
2
16 A394T0
2
16 A325N
0
Sleeve SS
19 A394T0
8
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
2
16 A325N
0
Sleeve SS
19 A394T0
12
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
12
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
8
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
8
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
12
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
19 A394T0
10
16 A394T0
3
16 A394T0
0
16 A394T0
0
16 A325N
2
16 A394T0
3
16 A325N
0
Sleeve SS
6
1
1
0
2
0
0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Leg
Bolt Size mm 19 A394T0
T21 Sleeve SS 9.0000-0.0000
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Leg Connection Type
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Tower Elevation m
11 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Diagonal
No. 10
Bolt Size mm 16 A394T0
Top Girt
No. 3
Bolt Size mm 16 A394T0
Bottom Girt
No. 0
Bolt Size mm 16 A394T0
Mid Girt
No.
Bolt Size mm 16 A325N
0
Ing. C. Londoño M.
Long Horizontal Short Horizontal
No. 2
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A325N
3
No. 0
Guy Data Guy Elevation
Guy Grade
m 64
EHS
A B C D
Guy Size
Initial Tension
16 16 16 16
kg 1923.23 1923.23 1923.23 1923.23
%
Guy Modulus
kPa 10% 14478986 10% 7 10% 14478986 10% 7 14478986 7 14478986 7
Guy Weight
Lu
Anchor Radius
kglm 1.21 1.21 1.21 1.21
m 73.3824 73.3824 73.3824 73.3824
m 39.0000 39.0000 39.0000 39.0000
Anchor Azimuth Adj. ° 0.0000 0.0000 0.0000 0.0000
Anchor Elevation m 0.0000 0.0000 0.0000 0.0000
End Fitting Efficiency % 100% 100% 100% 100%
Guy Data(cont’d) Guy Elevation m
Mount Type
64
Corner
Torque-Arm Spread
Torque-Arm Leg Angle
m
°
Torque-Arm Style
Torque-Arm Grade
Torque-Arm Type
Torque-Arm Size
Guy Data (cont’d) Guy Elevation m 64.0000
Diagonal Grade
Diagonal Type
Upper Diagonal Size
A572-50 (344738 kPa)
Solid Round
Lower Diagonal Size
Is Strap.
Pull-Off Grade
Pull-Off Type
A572-50 (344738 kPa)
Solid Round
Pull-Off Size
Guy Data (cont’d) Guy Elevation m
Cable Weight A kg
Cable Weight B kg
Cable Weight C kg
Cable Weight D kg
Tower Intercept A m
Tower Intercept B m
Tower Intercept C m
Tower Intercept D m
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Cable Weight A kg 88.78
m 64
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Guy Elevation
12 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Cable Weight B kg 88.78
Cable Weight C kg 88.78
Cable Weight D kg 88.78
Tower Intercept A m 1.6619 4.0 sec/pulse
Tower Intercept B m 1.6619 4.0 sec/pulse
Tower Intercept C m 1.6619 4.0 sec/pulse
16:29:23 09/24/13 Designed by
Ing. C. Londoño M. Tower Intercept D m 1.6619 4.0 sec/pulse
Guy Data (cont’d) Guy Elevation m
Calc K Single Angles No
64
Torque Arm Kx Ky
Calc K Solid Rounds No
Kx
Pull Off Ky
Diagonal Kx Ky
1
1
1
1
Guy Data (cont’d) Guy Elevation m 64
Bolt Size mm 16 A325N
Torque-Arm Number Net Width Deduct mm 0 0
U
Bolt Size mm
0.75
16 A325N
Pull Off Number Net Width Deduct mm 0 0
U
Bolt Size mm
0.75
16 A325N
Diagonal Number Net Width Deduct mm 0 0
U
0.75
Guy Pressures Guy Elevation m 64
Guy Location A B C D
z
qz
m 32.0000 32.0000 32.0000 32.0000
kPa 0.95 0.95 0.95 0.95
qz Ice kPa
Ice Thickness mm
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E) 1/2 (4 ANT TV E)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 73.0000 - 0.0000
2
2
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
69.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
65.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
61.0000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
57.0000 - 0.0000
2
2
15
15
0.37
RISATower
1/2 (4 ANT TV E) 1/2 (2 ANT TV E) 1/2 (2 ANT TV E) 1/2 (1 ANT TV E) 7/8 (1 ANT MW E) 3 (1 ANT RF N)
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Face Allow or Shield Leg D No
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 53.0000 - 0.0000
2
2
Clear Spacing mm 15
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Width or Perimeter Diameter mm mm 15
Weight kglm 0.37
D
No
Ar (CfAe)
42.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
40.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
39.0000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
19.0000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
83.0000 - 0.0000
2
2
76
76
2.65
Feed Line/Linear Appurtenances Section Areas Tower Section
13 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Description
Page
Job
T1
Tower Elevation m 86.0000-83.0000
T2
83.0000-80.0000
T3
80.0000-76.0000
T4
76.0000-72.0000
T5
72.0000-68.0000
T6
68.0000-64.0000
T7
64.0000-60.0000
T8
60.0000-56.0000
T9
56.0000-52.0000
T10
52.0000-48.0000
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 0.00 0.00 0.00 0.00 15.89 0.00 0.00 0.00 21.19 0.00 0.00 0.00 21.94 0.00 0.00 0.00 24.91 0.00 0.00 0.00 27.89 0.00 0.00 0.00 30.86 0.00 0.00 0.00 33.84 0.00 0.00 0.00 36.82 0.00 0.00 0.00 39.05
RISATower I. P. DOLMEN S.A.
Tower Section T11
Tower Elevation m 48.0000-44.0000
T12
44.0000-40.0000
T13
40.0000-36.5000
T14
36.5000-32.5000
T15
32.5000-29.0000
T16
29.0000-25.0000
T17
25.0000-21.0000
T18
21.0000-17.0000
T19
17.0000-13.0000
T20
13.0000-9.0000
T21
9.0000-0.0000
14 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Weight kg 0.00 0.00 0.00 39.05 0.00 0.00 0.00 39.98 0.00 0.00 0.00 37.70 0.00 0.00 0.00 43.51 0.00 0.00 0.00 38.07 0.00 0.00 0.00 43.51 0.00 0.00 0.00 43.51 0.00 0.00 0.00 45.12 0.00 0.00 0.00 46.73 0.00 0.00 0.00 46.73 0.00 0.00 0.00 105.14
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8
m 86.0000-83.0000 83.0000-80.0000 80.0000-76.0000 76.0000-72.0000 72.0000-68.0000 68.0000-64.0000 64.0000-60.0000 60.0000-56.0000
mm 0 0 0 0 0 0 0 0
mm 0 111 162 169 197 307 341 374
CPX Ice mm 0 0 0 0 0 0 0 0
CPZ Ice mm 0 111 162 169 197 307 341 374
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
15 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
16:29:23 09/24/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Section
Elevation
CPX
CPZ
T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
m 56.0000-52.0000 52.0000-48.0000 48.0000-44.0000 44.0000-40.0000 40.0000-36.5000 36.5000-32.5000 32.5000-29.0000 29.0000-25.0000 25.0000-21.0000 21.0000-17.0000 17.0000-13.0000 13.0000-9.0000 9.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 406 430 402 411 430 497 460 519 551 601 563 580 1269
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0
Ing. C. Londoño M.
CPZ Ice mm 406 430 402 411 430 497 460 519 551 601 563 580 1269
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 80.0000
Offset From Centroid m 0.0000
Azimuth Angle
Weight
° 0.0000 No Ice Service
kg 320.00 320.00
Fx
Fz
kg
Wind Force
kg 0.00 0.00
CAAC m2 0.0000 0.0000
kg 0.00 0.00
0.00 0.00
Discrete Tower Loads Description
Face or Leg
Offset Type
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
Offsets: Horz Lateral Vert m m m 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
58.5000 73.0000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000 73.0000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000 69.0000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000 69.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 65.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 65.0000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000 61.0000
No Ice
0.3000
0.0800
24.00
RISATower I. P. DOLMEN S.A.
Description
Face or Leg
16 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
2 ANT TV 0.30x1.20m (E)
A
From Leg
2 ANT TV 0.30x1.20m (E)
A
From Leg
1 ANT TV 0.30x1.20m (E)
A
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 1.0000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000 0.8000 0.0000 0.0000
Designed by
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
57.5000 61.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 57.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 57.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 53.0000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000 53.0000
No Ice
0.3000
0.0800
24.00
0.0000
41.5000 42.0000
No Ice
0.3000
0.0800
24.00
0.0000
40.5000
No Ice
0.3000
0.0800
24.00
0.0000
39.5000 39.0000
No Ice
0.1500
0.0400
12.00
0.0000
86.0000
No Ice
0.4750
0.2600
10.00
0.0000
86.0000
No Ice
0.4750
0.2600
10.00
0.0000
85.0000
No Ice
0.4750
0.2600
10.00
0.0000
85.0000
No Ice
0.4750
0.2600
10.00
0.0000
84.0000
No Ice
0.4750
0.2600
10.00
0.0000
84.0000
No Ice
0.4750
0.2600
10.00
0.0000
83.0000
No Ice
0.4750
0.2600
10.00
0.0000
83.0000
No Ice
0.4750
0.2600
10.00
Dishes
Page
Job
RISATower
17 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Description
Face or Leg
Dish Type
Offset Type
8 FT DISH (1 ANT MW Ø2.40m E)
D
Paraboloid w/o Radome
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
° Worst
°
m 19.0000
m 2.4384
No Ice
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Aperture Area
Weight
m2 4.6730
kg 113.85
Tower Pressures - No Ice GH = 1.092 Section Elevation
z
KZ
qz
AG
m 84.5000
1.837
kPa 1.25
m2 3.109
T2 83.0000-80.00 00
81.5000
1.818
1.24
7.924
T3 80.0000-76.00 00
78.0000
1.795
1.22
16.955
T4 76.0000-72.00 00
74.0000
1.769
1.21
16.955
T5 72.0000-68.00 00
70.0000
1.741
1.19
16.955
T6 68.0000-64.00 00
66.0000
1.712
1.17
17.104
T7 64.0000-60.00 00
62.0000
1.681
1.15
17.104
T8 60.0000-56.00 00
58.0000
1.65
1.12
17.104
T9 56.0000-52.00 00
54.0000
1.616
1.10
17.104
T10 52.0000-48.00 00
50.0000
1.581
1.08
17.208
T11 48.0000-44.00
46.0000
1.544
1.05
17.208
m T1 86.0000-83.00 00
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
AF
AR
Aleg
m2 0.915 0.915 0.915 0.915 1.262 1.262 1.262 1.262 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.303 1.303 1.303 1.303 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.297 1.297 1.297 1.297 1.410 1.410
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319 0.000 0.000
m2 0.381
0.477
0.508
0.508
0.508
0.000
0.000
0.000
0.000
0.000
0.000
Leg %
41.62 41.62 41.62 41.62 37.81 37.81 37.81 27.73 27.27 27.27 27.27 20.53 27.27 27.27 27.27 20.29 27.27 27.27 27.27 19.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
m
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section Elevation
18 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
KZ
m
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
00 T12 44.0000-40.00 00
42.0000
1.504
1.03
17.208
T13 40.0000-36.50 00
38.2500
1.465
1.00
16.194
T14 36.5000-32.50 00
34.5000
1.422
0.97
21.288
T15 32.5000-29.00 00
30.7500
1.376
0.94
21.147
T16 29.0000-25.00 00
27.0000
1.326
0.90
26.948
T17 25.0000-21.00 00
23.0000
1.267
0.86
30.924
T18 21.0000-17.00 00
19.0000
1.199
0.82
35.904
T19 17.0000-13.00 00
15.0000
1.121
0.76
40.884
T20 13.0000-9.000 0
11.0000
1.026
0.70
45.864
T21 9.0000-0.0000
4.5000
1
0.68
136.478
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 1.410 1.410 1.410 1.410 1.410 1.410 1.394 1.394 1.394 1.394 1.606 1.606 1.606 1.606 1.792 1.792 1.792 1.792 2.019 2.019 2.019 2.019 2.221 2.221 2.221 2.221 2.486 2.486 2.486 2.486 3.217 3.217 3.217 3.217 3.539 3.539 3.539 3.539 4.465 4.465 4.465 4.465
m2 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619
m2
Leg %
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000
Tower Pressure - Service GH = 1.092 Section Elevation
z
m T1 86.0000-83.00 00 T2
KZ
qz
AG
m 84.5000
1.837
kPa 0.31
m2 3.109
81.5000
1.818
0.31
7.924
F a c e A B C D A
AF
AR
Aleg
m2 0.915 0.915 0.915 0.915 1.262
m2 0.000 0.000 0.000 0.000 0.000
m2 0.381
0.477
Leg %
41.62 41.62 41.62 41.62 37.81
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
m 83.0000-80.00 00
m
KZ
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section Elevation
19 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
T3 80.0000-76.00 00
78.0000
1.795
0.31
16.955
T4 76.0000-72.00 00
74.0000
1.769
0.30
16.955
T5 72.0000-68.00 00
70.0000
1.741
0.30
16.955
T6 68.0000-64.00 00
66.0000
1.712
0.29
17.104
T7 64.0000-60.00 00
62.0000
1.681
0.29
17.104
T8 60.0000-56.00 00
58.0000
1.65
0.28
17.104
T9 56.0000-52.00 00
54.0000
1.616
0.28
17.104
T10 52.0000-48.00 00
50.0000
1.581
0.27
17.208
T11 48.0000-44.00 00
46.0000
1.544
0.26
17.208
T12 44.0000-40.00 00
42.0000
1.504
0.26
17.208
T13 40.0000-36.50 00
38.2500
1.465
0.25
16.194
T14 36.5000-32.50 00
34.5000
1.422
0.24
21.288
T15 32.5000-29.00 00
30.7500
1.376
0.23
21.147
T16 29.0000-25.00 00
27.0000
1.326
0.23
26.948
T17
23.0000
1.267
0.22
30.924
F a c e B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A
AF
AR
Aleg
m2 1.262 1.262 1.262 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.863 1.303 1.303 1.303 1.303 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.297 1.297 1.297 1.297 1.410 1.410 1.410 1.410 1.410 1.410 1.410 1.410 1.394 1.394 1.394 1.394 1.606 1.606 1.606 1.606 1.792 1.792 1.792 1.792 2.019 2.019 2.019 2.019 2.221
m2 0.000 0.000 0.459 0.000 0.000 0.000 0.612 0.000 0.000 0.000 0.641 0.000 0.000 0.000 0.759 0.000 0.000 0.000 0.877 0.000 0.000 0.000 0.995 0.000 0.000 0.000 1.113 0.000 0.000 0.000 1.230 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.319 0.000 0.000 0.000 1.356 0.000 0.000 0.000 1.294 0.000 0.000 0.000 1.496 0.000 0.000 0.000 1.309 0.000 0.000 0.000 1.496 0.000
m2
0.508
0.508
0.508
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Leg %
37.81 37.81 27.73 27.27 27.27 27.27 20.53 27.27 27.27 27.27 20.29 27.27 27.27 27.27 19.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
16:29:23 09/24/13 Designed by
Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
m 25.0000-21.00 00
m
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section Elevation
20 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
kPa
m2
T18 21.0000-17.00 00
19.0000
1.199
0.20
35.904
T19 17.0000-13.00 00
15.0000
1.121
0.19
40.884
T20 13.0000-9.000 0
11.0000
1.026
0.17
45.864
T21 9.0000-0.0000
4.5000
1
0.17
136.478
F a c e B C D A B C D A B C D A B C D A B C D
AF
AR
Aleg
m2 2.221 2.221 2.221 2.486 2.486 2.486 2.486 3.217 3.217 3.217 3.217 3.539 3.539 3.539 3.539 4.465 4.465 4.465 4.465
m2 0.000 0.000 1.496 0.000 0.000 0.000 1.552 0.000 0.000 0.000 1.608 0.000 0.000 0.000 1.608 0.000 0.000 0.000 3.619
m2
Leg %
0.000
0.000
0.000
0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Ing. C. Londoño M. CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-83.00 00
0.00
kg 206.06
T2 83.0000-80.00 00
15.89
294.46
T3 80.0000-76.00 00
21.19
1012.92
T4 76.0000-72.00 00
21.94
1012.92
T5 72.0000-68.00 00
24.91
1012.92
T6 68.0000-64.00 00
27.89
1012.92
T7 64.0000-60.00 00
30.86
1012.92
T8 60.0000-56.00 00
33.84
1012.92
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.294 0.294 0.294 0.294 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.076 0.076 0.076 0.127 0.076 0.076 0.076 0.134 0.076 0.076 0.076
CF
2.61 2.61 2.61 2.61 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.574 3.574 3.574 3.313 3.575 3.575 3.575 3.28 3.575 3.575 3.575
RR
0.614 0.614 0.614 0.614 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.573 0.573 0.573 0.578 0.573 0.573 0.573 0.579 0.573 0.573 0.573
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.915 0.915 0.915 0.915 1.262 1.262 1.262 1.535 1.863 1.863 1.863 2.218 1.863 1.863 1.863 2.236 1.863 1.863 1.863 2.305 1.303 1.303 1.303 1.810 1.300 1.300 1.300 1.876 1.300 1.300 1.300
kg 332.89
kglm 110.96
D
615.33
205.11
D
974.09
243.52
D
964.56
241.14
D
968.88
242.22
D
778.62
194.65
D
785.12
196.28
D
790.71
197.68
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m
kg
kg
T9 56.0000-52.00 00
36.82
1012.92
T10 52.0000-48.00 00
39.05
1012.92
T11 48.0000-44.00 00
39.05
1012.92
T12 44.0000-40.00 00
39.98
1756.58
T13 40.0000-36.50 00
37.70
1052.62
T14 36.5000-32.50 00
43.51
1210.01
T15 32.5000-29.00 00
38.07
1306.79
T16 29.0000-25.00 00
43.51
1469.61
T17 25.0000-21.00 00
43.51
1617.50
T18 21.0000-17.00 00
45.12
1851.10
T19 17.0000-13.00 00
46.73
2064.56
T20 13.0000-9.000 0
46.73
2281.10
T21 9.0000-0.0000
105.14
5335.21
Sum Weight:
781.46
29561.90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
21 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.141 0.076 0.076 0.076 0.148 0.075 0.075 0.075 0.152 0.082 0.082 0.082 0.159 0.082 0.082 0.082 0.161 0.086 0.086 0.086 0.166 0.075 0.075 0.075 0.146 0.085 0.085 0.085 0.147 0.075 0.075 0.075 0.13 0.072 0.072 0.072 0.12 0.069 0.069 0.069 0.112 0.079 0.079 0.079 0.118 0.077 0.077 0.077 0.112 0.033 0.033 0.033 0.059
CF
RR
3.247 3.575 3.575 3.575 3.215 3.578 3.578 3.578 3.195 3.544 3.544 3.544 3.165 3.544 3.544 3.544 3.155 3.522 3.522 3.522 3.131 3.578 3.578 3.578 3.225 3.529 3.529 3.529 3.221 3.58 3.58 3.58 3.299 3.597 3.597 3.597 3.349 3.611 3.611 3.611 3.387 3.561 3.561 3.561 3.359 3.569 3.569 3.569 3.388 3.811 3.811 3.811 3.665
0.58 0.573 0.573 0.573 0.581 0.573 0.573 0.573 0.582 0.573 0.573 0.573 0.583 0.573 0.573 0.573 0.583 0.574 0.574 0.574 0.584 0.573 0.573 0.573 0.581 0.574 0.574 0.574 0.581 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.577 0.572 0.572 0.572 0.576 0.573 0.573 0.573 0.577 0.573 0.573 0.573 0.576 0.571 0.571 0.571 0.572
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 1.946 1.300 1.300 1.300 2.015 1.297 1.297 1.297 2.065 1.410 1.410 1.410 2.178 1.410 1.410 1.410 2.200 1.394 1.394 1.394 2.150 1.606 1.606 1.606 2.474 1.792 1.792 1.792 2.552 2.019 2.019 2.019 2.885 2.221 2.221 2.221 3.085 2.486 2.486 2.486 3.381 3.217 3.217 3.217 4.145 3.539 3.539 3.539 4.466 4.465 4.465 4.465 6.535
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
794.38
198.59
D
791.33
197.83
D
807.48
201.87
D
792.20
198.05
D
747.87
213.68
D
860.98
215.24
D
858.11
245.17
D
957.07
239.27
D
992.43
248.11
D
1041.72
260.43
D
1184.03
296.01
D
1177.53
294.38
D
1816.49
201.83
D
19031.83
Tower Forces - No Ice - Wind 45 To Face
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-83.00 00
0.00
kg 206.06
T2 83.0000-80.00 00
15.89
294.46
T3 80.0000-76.00 00
21.19
1012.92
T4 76.0000-72.00 00
21.94
1012.92
T5 72.0000-68.00 00
24.91
1012.92
T6 68.0000-64.00 00
27.89
1012.92
T7 64.0000-60.00 00
30.86
1012.92
T8 60.0000-56.00 00
33.84
1012.92
T9 56.0000-52.00 00
36.82
1012.92
T10 52.0000-48.00 00
39.05
1012.92
T11 48.0000-44.00 00
39.05
1012.92
T12 44.0000-40.00 00
39.98
1756.58
T13 40.0000-36.50 00
37.70
1052.62
T14 36.5000-32.50 00
43.51
1210.01
T15 32.5000-29.00 00
38.07
1306.79
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
22 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.294 0.294 0.294 0.294 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.076 0.076 0.076 0.127 0.076 0.076 0.076 0.134 0.076 0.076 0.076 0.141 0.076 0.076 0.076 0.148 0.075 0.075 0.075 0.152 0.082 0.082 0.082 0.159 0.082 0.082 0.082 0.161 0.086 0.086 0.086 0.166 0.075 0.075 0.075 0.146 0.085 0.085 0.085
CF
2.61 2.61 2.61 2.61 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.574 3.574 3.574 3.313 3.575 3.575 3.575 3.28 3.575 3.575 3.575 3.247 3.575 3.575 3.575 3.215 3.578 3.578 3.578 3.195 3.544 3.544 3.544 3.165 3.544 3.544 3.544 3.155 3.522 3.522 3.522 3.131 3.578 3.578 3.578 3.225 3.529 3.529 3.529
RR
0.614 0.614 0.614 0.614 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.573 0.573 0.573 0.578 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.58 0.573 0.573 0.573 0.581 0.573 0.573 0.573 0.582 0.573 0.573 0.573 0.583 0.573 0.573 0.573 0.583 0.574 0.574 0.574 0.584 0.573 0.573 0.573 0.581 0.574 0.574 0.574
DF
1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.057 1.057 1.057 1.096 1.057 1.057 1.057 1.101 1.057 1.057 1.057 1.106 1.057 1.057 1.057 1.111 1.057 1.057 1.057 1.114 1.061 1.061 1.061 1.119 1.061 1.061 1.061 1.121 1.065 1.065 1.065 1.124 1.057 1.057 1.057 1.109 1.064 1.064 1.064
DR
1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.057 1.057 1.057 1.096 1.057 1.057 1.057 1.101 1.057 1.057 1.057 1.106 1.057 1.057 1.057 1.111 1.057 1.057 1.057 1.114 1.061 1.061 1.061 1.119 1.061 1.061 1.061 1.121 1.065 1.065 1.065 1.124 1.057 1.057 1.057 1.109 1.064 1.064 1.064
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 1.099 1.099 1.099 1.099 1.413 1.413 1.413 1.785 2.017 2.017 2.017 2.461 2.017 2.017 2.017 2.483 2.017 2.017 2.017 2.572 1.377 1.377 1.377 1.983 1.375 1.375 1.375 2.065 1.375 1.375 1.375 2.152 1.375 1.375 1.375 2.239 1.371 1.371 1.371 2.300 1.496 1.496 1.496 2.437 1.496 1.496 1.496 2.465 1.484 1.484 1.484 2.418 1.697 1.697 1.697 2.745 1.906 1.906 1.906
kg 399.47
kglm 133.16
D
715.57
238.52
D
1080.73
270.18
D
1071.41
267.85
D
1081.25
270.31
D
853.04
213.26
D
864.13
216.03
D
874.37
218.59
D
882.53
220.63
D
881.56
220.39
D
903.50
225.88
D
887.68
221.92
D
840.98
240.28
D
955.05
238.76
D
952.47
272.13
D
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
23 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T16 29.0000-25.00 00
43.51
1469.61
T17 25.0000-21.00 00
43.51
1617.50
T18 21.0000-17.00 00
45.12
1851.10
T19 17.0000-13.00 00
46.73
2064.56
T20 13.0000-9.000 0
46.73
2281.10
T21 9.0000-0.0000
105.14
5335.21
Sum Weight:
781.46
29561.90
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.147 0.075 0.075 0.075 0.13 0.072 0.072 0.072 0.12 0.069 0.069 0.069 0.112 0.079 0.079 0.079 0.118 0.077 0.077 0.077 0.112 0.033 0.033 0.033 0.059
CF
RR
DF
DR
3.221 3.58 3.58 3.58 3.299 3.597 3.597 3.597 3.349 3.611 3.611 3.611 3.387 3.561 3.561 3.561 3.359 3.569 3.569 3.569 3.388 3.811 3.811 3.811 3.665
0.581 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.577 0.572 0.572 0.572 0.576 0.573 0.573 0.573 0.577 0.573 0.573 0.573 0.576 0.571 0.571 0.571 0.572
1.11 1.056 1.056 1.056 1.098 1.054 1.054 1.054 1.09 1.052 1.052 1.052 1.084 1.059 1.059 1.059 1.089 1.058 1.058 1.058 1.084 1.025 1.025 1.025 1.044
1.11 1.056 1.056 1.056 1.098 1.054 1.054 1.054 1.09 1.052 1.052 1.052 1.084 1.059 1.059 1.059 1.089 1.058 1.058 1.058 1.084 1.025 1.025 1.025 1.044
Designed by
Ing. C. Londoño M.
AE
F
w
Ctrl. Face
m2 2.833 2.133 2.133 2.133 3.167 2.341 2.341 2.341 3.363 2.615 2.615 2.615 3.666 3.407 3.407 3.407 4.512 3.743 3.743 3.743 4.842 4.575 4.575 4.575 6.825
kg
kglm
1050.69
262.67
D
1081.89
270.47
D
1129.59
282.40
D
1288.83
322.21
D
1276.64
319.16
D
1897.19
210.80
D
20968.58
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-83.00 00
0.00
kg 206.06
T2 83.0000-80.00 00
15.89
294.46
T3 80.0000-76.00 00
21.19
1012.92
T4 76.0000-72.00 00
21.94
1012.92
T5 72.0000-68.00 00
24.91
1012.92
T6 68.0000-64.00 00
27.89
1012.92
F a c e A B C D A B C D A B C D A B C D A B C D A B C
e
0.294 0.294 0.294 0.294 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.076 0.076 0.076
CF
2.61 2.61 2.61 2.61 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.574 3.574 3.574
RR
0.614 0.614 0.614 0.614 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.573 0.573 0.573
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.915 0.915 0.915 0.915 1.262 1.262 1.262 1.535 1.863 1.863 1.863 2.218 1.863 1.863 1.863 2.236 1.863 1.863 1.863 2.305 1.303 1.303 1.303
kg 83.22
kglm 27.74
D
153.83
51.28
D
243.52
60.88
D
241.14
60.29
D
242.22
60.55
D
194.65
48.66
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m
kg
kg
T7 64.0000-60.00 00
30.86
1012.92
T8 60.0000-56.00 00
33.84
1012.92
T9 56.0000-52.00 00
36.82
1012.92
T10 52.0000-48.00 00
39.05
1012.92
T11 48.0000-44.00 00
39.05
1012.92
T12 44.0000-40.00 00
39.98
1756.58
T13 40.0000-36.50 00
37.70
1052.62
T14 36.5000-32.50 00
43.51
1210.01
T15 32.5000-29.00 00
38.07
1306.79
T16 29.0000-25.00 00
43.51
1469.61
T17 25.0000-21.00 00
43.51
1617.50
T18 21.0000-17.00 00
45.12
1851.10
T19 17.0000-13.00 00
46.73
2064.56
T20 13.0000-9.000 0
46.73
2281.10
T21 9.0000-0.0000
105.14
5335.21
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
24 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.127 0.076 0.076 0.076 0.134 0.076 0.076 0.076 0.141 0.076 0.076 0.076 0.148 0.075 0.075 0.075 0.152 0.082 0.082 0.082 0.159 0.082 0.082 0.082 0.161 0.086 0.086 0.086 0.166 0.075 0.075 0.075 0.146 0.085 0.085 0.085 0.147 0.075 0.075 0.075 0.13 0.072 0.072 0.072 0.12 0.069 0.069 0.069 0.112 0.079 0.079 0.079 0.118 0.077 0.077 0.077 0.112 0.033 0.033 0.033
CF
RR
3.313 3.575 3.575 3.575 3.28 3.575 3.575 3.575 3.247 3.575 3.575 3.575 3.215 3.578 3.578 3.578 3.195 3.544 3.544 3.544 3.165 3.544 3.544 3.544 3.155 3.522 3.522 3.522 3.131 3.578 3.578 3.578 3.225 3.529 3.529 3.529 3.221 3.58 3.58 3.58 3.299 3.597 3.597 3.597 3.349 3.611 3.611 3.611 3.387 3.561 3.561 3.561 3.359 3.569 3.569 3.569 3.388 3.811 3.811 3.811
0.578 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.58 0.573 0.573 0.573 0.581 0.573 0.573 0.573 0.582 0.573 0.573 0.573 0.583 0.573 0.573 0.573 0.583 0.574 0.574 0.574 0.584 0.573 0.573 0.573 0.581 0.574 0.574 0.574 0.581 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.577 0.572 0.572 0.572 0.576 0.573 0.573 0.573 0.577 0.573 0.573 0.573 0.576 0.571 0.571 0.571
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
m2 1.810 1.300 1.300 1.300 1.876 1.300 1.300 1.300 1.946 1.300 1.300 1.300 2.015 1.297 1.297 1.297 2.065 1.410 1.410 1.410 2.178 1.410 1.410 1.410 2.200 1.394 1.394 1.394 2.150 1.606 1.606 1.606 2.474 1.792 1.792 1.792 2.552 2.019 2.019 2.019 2.885 2.221 2.221 2.221 3.085 2.486 2.486 2.486 3.381 3.217 3.217 3.217 4.145 3.539 3.539 3.539 4.466 4.465 4.465 4.465
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
196.28
49.07
D
197.68
49.42
D
198.59
49.65
D
197.83
49.46
D
201.87
50.47
D
198.05
49.51
D
186.97
53.42
D
215.24
53.81
D
214.53
61.29
D
239.27
59.82
D
248.11
62.03
D
260.43
65.11
D
296.01
74.00
D
294.38
73.60
D
454.12
50.46
D
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Self Weight
m
kg
kg
Sum Weight:
781.46
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Add Weight
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section Elevation
25 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D
e
0.059
CF
RR
3.665
0.572
DF
DR
1
1
AE
F
w
m2 6.535
kg
kglm
29561.90
Designed by
Ing. C. Londoño M. Ctrl. Face
4757.96
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 86.0000-83.00 00
0.00
kg 206.06
T2 83.0000-80.00 00
15.89
294.46
T3 80.0000-76.00 00
21.19
1012.92
T4 76.0000-72.00 00
21.94
1012.92
T5 72.0000-68.00 00
24.91
1012.92
T6 68.0000-64.00 00
27.89
1012.92
T7 64.0000-60.00 00
30.86
1012.92
T8 60.0000-56.00 00
33.84
1012.92
T9 56.0000-52.00 00
36.82
1012.92
T10 52.0000-48.00 00
39.05
1012.92
T11 48.0000-44.00 00
39.05
1012.92
T12 44.0000-40.00 00
39.98
1756.58
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.294 0.294 0.294 0.294 0.159 0.159 0.159 0.217 0.11 0.11 0.11 0.146 0.11 0.11 0.11 0.148 0.11 0.11 0.11 0.155 0.076 0.076 0.076 0.127 0.076 0.076 0.076 0.134 0.076 0.076 0.076 0.141 0.076 0.076 0.076 0.148 0.075 0.075 0.075 0.152 0.082 0.082 0.082 0.159 0.082 0.082 0.082
CF
2.61 2.61 2.61 2.61 3.162 3.162 3.162 2.907 3.4 3.4 3.4 3.224 3.4 3.4 3.4 3.216 3.4 3.4 3.4 3.183 3.574 3.574 3.574 3.313 3.575 3.575 3.575 3.28 3.575 3.575 3.575 3.247 3.575 3.575 3.575 3.215 3.578 3.578 3.578 3.195 3.544 3.544 3.544 3.165 3.544 3.544 3.544
RR
0.614 0.614 0.614 0.614 0.583 0.583 0.583 0.594 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.581 0.576 0.576 0.576 0.582 0.573 0.573 0.573 0.578 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.58 0.573 0.573 0.573 0.581 0.573 0.573 0.573 0.582 0.573 0.573 0.573 0.583 0.573 0.573 0.573
DF
1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.057 1.057 1.057 1.096 1.057 1.057 1.057 1.101 1.057 1.057 1.057 1.106 1.057 1.057 1.057 1.111 1.057 1.057 1.057 1.114 1.061 1.061 1.061 1.119 1.061 1.061 1.061
DR
1.2 1.2 1.2 1.2 1.119 1.119 1.119 1.163 1.082 1.082 1.082 1.109 1.082 1.082 1.082 1.111 1.082 1.082 1.082 1.116 1.057 1.057 1.057 1.096 1.057 1.057 1.057 1.101 1.057 1.057 1.057 1.106 1.057 1.057 1.057 1.111 1.057 1.057 1.057 1.114 1.061 1.061 1.061 1.119 1.061 1.061 1.061
AE
F
w
Ctrl. Face
m2 1.099 1.099 1.099 1.099 1.413 1.413 1.413 1.785 2.017 2.017 2.017 2.461 2.017 2.017 2.017 2.483 2.017 2.017 2.017 2.572 1.377 1.377 1.377 1.983 1.375 1.375 1.375 2.065 1.375 1.375 1.375 2.152 1.375 1.375 1.375 2.239 1.371 1.371 1.371 2.300 1.496 1.496 1.496 2.437 1.496 1.496 1.496
kg 99.87
kglm 33.29
D
178.89
59.63
D
270.18
67.55
D
267.85
66.96
D
270.31
67.58
D
213.26
53.31
D
216.03
54.01
D
218.59
54.65
D
220.63
55.16
D
220.39
55.10
D
225.88
56.47
D
221.92
55.48
D
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section Elevation
Add Weight
Self Weight
m
kg
kg
T13 40.0000-36.50 00
37.70
1052.62
T14 36.5000-32.50 00
43.51
1210.01
T15 32.5000-29.00 00
38.07
1306.79
T16 29.0000-25.00 00
43.51
1469.61
T17 25.0000-21.00 00
43.51
1617.50
T18 21.0000-17.00 00
45.12
1851.10
T19 17.0000-13.00 00
46.73
2064.56
T20 13.0000-9.000 0
46.73
2281.10
T21 9.0000-0.0000
105.14
5335.21
Sum Weight:
781.46
29561.90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
26 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.161 0.086 0.086 0.086 0.166 0.075 0.075 0.075 0.146 0.085 0.085 0.085 0.147 0.075 0.075 0.075 0.13 0.072 0.072 0.072 0.12 0.069 0.069 0.069 0.112 0.079 0.079 0.079 0.118 0.077 0.077 0.077 0.112 0.033 0.033 0.033 0.059
CF
RR
DF
DR
3.155 3.522 3.522 3.522 3.131 3.578 3.578 3.578 3.225 3.529 3.529 3.529 3.221 3.58 3.58 3.58 3.299 3.597 3.597 3.597 3.349 3.611 3.611 3.611 3.387 3.561 3.561 3.561 3.359 3.569 3.569 3.569 3.388 3.811 3.811 3.811 3.665
0.583 0.574 0.574 0.574 0.584 0.573 0.573 0.573 0.581 0.574 0.574 0.574 0.581 0.573 0.573 0.573 0.579 0.573 0.573 0.573 0.577 0.572 0.572 0.572 0.576 0.573 0.573 0.573 0.577 0.573 0.573 0.573 0.576 0.571 0.571 0.571 0.572
1.121 1.065 1.065 1.065 1.124 1.057 1.057 1.057 1.109 1.064 1.064 1.064 1.11 1.056 1.056 1.056 1.098 1.054 1.054 1.054 1.09 1.052 1.052 1.052 1.084 1.059 1.059 1.059 1.089 1.058 1.058 1.058 1.084 1.025 1.025 1.025 1.044
1.121 1.065 1.065 1.065 1.124 1.057 1.057 1.057 1.109 1.064 1.064 1.064 1.11 1.056 1.056 1.056 1.098 1.054 1.054 1.054 1.09 1.052 1.052 1.052 1.084 1.059 1.059 1.059 1.089 1.058 1.058 1.058 1.084 1.025 1.025 1.025 1.044
AE
F
w
m2 2.465 1.484 1.484 1.484 2.418 1.697 1.697 1.697 2.745 1.906 1.906 1.906 2.833 2.133 2.133 2.133 3.167 2.341 2.341 2.341 3.363 2.615 2.615 2.615 3.666 3.407 3.407 3.407 4.512 3.743 3.743 3.743 4.842 4.575 4.575 4.575 6.825
kg
kglm
Designed by
Ing. C. Londoño M. Ctrl. Face
210.24
60.07
D
238.76
59.69
D
238.12
68.03
D
262.67
65.67
D
270.47
67.62
D
282.40
70.60
D
322.21
80.55
D
319.16
79.79
D
474.30
52.70
D
5242.14
Mast Vectors - No Ice Section No. T1
Section Elevation m 86.0000-83.0000
T2
83.0000-80.0000
T3
80.0000-76.0000
T4
76.0000-72.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F kg 332.89 399.47 332.89 615.33 715.57 615.33 974.09 1080.73 974.09 964.56 1071.41 964.56
Vx
Vz
OTMx
OTMz
Torque
kg
kg -332.89 -282.47 0.00 -615.33 -505.98 0.00 -974.09 -764.19 0.00 -964.56 -757.60 0.00
kg-m -28129 -23869 0 -50128 -41216 21 -75934 -59562 45 -71331 -56016 47
kg-m
kg-m
0.00 282.47 332.89 0.00 505.98 615.33 0.00 764.19 974.09 0.00 757.60 964.56
0 -23869 -28129 0 -41237 -50150 0 -59607 -75979 0 -56063 -71378
0 0 0 0 56 69 0 124 158 0 128 163
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section No. T5
Section Elevation m 72.0000-68.0000
T6
68.0000-64.0000
T7
64.0000-60.0000
T8
60.0000-56.0000
T9
56.0000-52.0000
T10
52.0000-48.0000
T11
48.0000-44.0000
T12
44.0000-40.0000
T13
40.0000-36.5000
T14
36.5000-32.5000
T15
32.5000-29.0000
T16
29.0000-25.0000
T17
25.0000-21.0000
T18
21.0000-17.0000
T19
17.0000-13.0000
T20
13.0000-9.0000
T21
9.0000-0.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
kg 968.88 1081.25 968.88 778.62 853.04 778.62 785.12 864.13 785.12 790.71 874.37 790.71 794.38 882.53 794.38 791.33 881.56 791.33 807.48 903.50 807.48 792.20 887.68 792.20 747.87 840.98 747.87 860.98 955.05 860.98 858.11 952.47 858.11 957.07 1050.69 957.07 992.43 1081.89 992.43 1041.72 1129.59 1041.72 1184.03 1288.83 1184.03 1177.53 1276.64 1177.53 1816.49 1897.19 1816.49
kg 0.00 764.56 968.88 0.00 603.19 778.62 0.00 611.03 785.12 0.00 618.28 790.71 0.00 624.04 794.38 0.00 623.36 791.33 0.00 638.87 807.48 0.00 627.68 792.20 0.00 594.66 747.87 0.00 675.32 860.98 0.00 673.50 858.11 0.00 742.95 957.07 0.00 765.01 992.43 0.00 798.74 1041.72 0.00 911.34 1184.03 0.00 902.72 1177.53 0.00 1341.51 1816.49
Vz kg -968.88 -764.56 0.00 -778.62 -603.19 0.00 -785.12 -611.03 0.00 -790.71 -618.28 0.00 -794.38 -624.04 0.00 -791.33 -623.36 0.00 -807.48 -638.87 0.00 -792.20 -627.68 0.00 -747.87 -594.66 0.00 -860.98 -675.32 0.00 -858.11 -673.50 0.00 -957.07 -742.95 0.00 -992.43 -765.01 0.00 -1041.72 -798.74 0.00 -1184.03 -911.34 0.00 -1177.53 -902.72 0.00 -1816.49 -1341.51 0.00
Mast Totals - No Ice Wind Azimuth °
27 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Vx
Vz
OTMx
OTMz
Torque
kg
kg
kg-m
kg-m
kg-m
Designed by
Ing. C. Londoño M.
OTMx
OTMz
Torque
kg-m -67768 -53466 53 -51329 -39751 59 -48612 -37818 66 -45789 -35788 72 -42818 -33620 78 -39483 -31085 83 -37061 -29305 83 -33188 -26278 85 -28520 -22660 86 -29589 -23184 115 -26273 -20597 113 -25696 -19915 145 -22660 -17429 166 -19592 -14975 201 -17524 -13433 237 -12687 -9664 266 -7382 -5244 792
kg-m
kg-m
0 -53519 -67821 0 -39810 -51389 0 -37884 -48678 0 -35860 -45861 0 -33698 -42896 0 -31168 -39566 0 -29388 -37144 0 -26363 -33272 0 -22746 -28606 0 -23299 -29704 0 -20710 -26387 0 -20060 -25841 0 -17595 -22826 0 -15176 -19793 0 -13670 -17760 0 -9930 -12953 0 -6037 -8174
0 151 191 0 185 239 0 209 268 0 231 296 0 253 323 0 268 340 0 257 325 0 258 326 0 256 322 0 335 428 0 310 394 0 386 497 0 421 546 0 480 626 0 513 666 0 524 683 0 1703 2306
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Wind Azimuth °
Vx kg
0 45 90
0.00 14827.02 19031.83
Vz kg -19031.83 -14827.02 0.00
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
28 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
OTMx
OTMz
Torque
kg-m -781494 -614875 2814
kg-m
kg-m
0 -617689 -784308
Designed by
Ing. C. Londoño M.
0 7048 9165
Mast Vectors - Service Section No. T1
Section Elevation m 86.0000-83.0000
T2
83.0000-80.0000
T3
80.0000-76.0000
T4
76.0000-72.0000
T5
72.0000-68.0000
T6
68.0000-64.0000
T7
64.0000-60.0000
T8
60.0000-56.0000
T9
56.0000-52.0000
T10
52.0000-48.0000
T11
48.0000-44.0000
T12
44.0000-40.0000
T13
40.0000-36.5000
T14
36.5000-32.5000
T15
32.5000-29.0000
T16
29.0000-25.0000
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
Torque
kg 83.22 99.87 83.22 153.83 178.89 153.83 243.52 270.18 243.52 241.14 267.85 241.14 242.22 270.31 242.22 194.65 213.26 194.65 196.28 216.03 196.28 197.68 218.59 197.68 198.59 220.63 198.59 197.83 220.39 197.83 201.87 225.88 201.87 198.05 221.92 198.05 186.97 210.24 186.97 215.24 238.76 215.24 214.53 238.12 214.53 239.27 262.67 239.27
kg
kg -83.22 -70.62 0.00 -153.83 -126.50 0.00 -243.52 -191.05 0.00 -241.14 -189.40 0.00 -242.22 -191.14 0.00 -194.65 -150.80 0.00 -196.28 -152.76 0.00 -197.68 -154.57 0.00 -198.59 -156.01 0.00 -197.83 -155.84 0.00 -201.87 -159.72 0.00 -198.05 -156.92 0.00 -186.97 -148.67 0.00 -215.24 -168.83 0.00 -214.53 -168.37 0.00 -239.27 -185.74 0.00
kg-m -7032 -5967 0 -12516 -10288 21 -18950 -14856 45 -17798 -13969 47 -16902 -13327 53 -12788 -9893 59 -12104 -9405 66 -11393 -8893 72 -10646 -8346 78 -9809 -7709 83 -9203 -7264 83 -8233 -6506 85 -7065 -5600 86 -7311 -5710 115 -6483 -5064 113 -6315 -4870 145
kg-m
kg-m
0.00 70.62 83.22 0.00 126.50 153.83 0.00 191.05 243.52 0.00 189.40 241.14 0.00 191.14 242.22 0.00 150.80 194.65 0.00 152.76 196.28 0.00 154.57 197.68 0.00 156.01 198.59 0.00 155.84 197.83 0.00 159.72 201.87 0.00 156.92 198.05 0.00 148.67 186.97 0.00 168.83 215.24 0.00 168.37 214.53 0.00 185.74 239.27
0 -5967 -7032 0 -10309 -12537 0 -14902 -18995 0 -14016 -17844 0 -13380 -16955 0 -9953 -12847 0 -9471 -12169 0 -8965 -11465 0 -8425 -10724 0 -7792 -9892 0 -7347 -9286 0 -6591 -8318 0 -5686 -7152 0 -5825 -7426 0 -5178 -6597 0 -5015 -6460
0 0 0 0 14 17 0 31 39 0 32 41 0 38 48 0 46 60 0 52 67 0 58 74 0 63 81 0 67 85 0 64 81 0 65 81 0 64 80 0 84 107 0 77 99 0 96 124
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T17 T18
21.0000-17.0000
T19
17.0000-13.0000
T20
13.0000-9.0000
T21
9.0000-0.0000
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation m 25.0000-21.0000
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section No.
29 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 0 45 90 0 45 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
Designed by
Ing. C. Londoño M.
F
Vx
Vz
OTMx
OTMz
Torque
kg 248.11 270.47 248.11 260.43 282.40 260.43 296.01 322.21 296.01 294.38 319.16 294.38 454.12 474.30 454.12
kg
kg -248.11 -191.25 0.00 -260.43 -199.69 0.00 -296.01 -227.84 0.00 -294.38 -225.68 0.00 -454.12 -335.38 0.00
kg-m -5540 -4232 166 -4747 -3593 201 -4203 -3181 237 -2972 -2217 266 -1251 -717 792
kg-m
kg-m
0.00 191.25 248.11 0.00 199.69 260.43 0.00 227.84 296.01 0.00 225.68 294.38 0.00 335.38 454.12
0 -4399 -5706 0 -3794 -4948 0 -3418 -4440 0 -2482 -3238 0 -1509 -2044
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -4757.96 -3706.76 0.00
kg-m -193263 -151608 2814
kg-m
kg-m
0.00 3706.76 4757.96
0 -154422 -196077
0 1762 2291
Discrete Appurtenance Pressures - No Ice Description
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000
Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00
Offsetx
Offsetz
m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657 1.0657
m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657
z m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000
Kz
1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476 1.846 1.846 1.840 1.840 1.834 1.834 1.828
qz kPa 1.17 1.17 1.16 1.16 1.14 1.14 1.13 1.13 1.12 1.12 1.11 1.11 1.02 1.01 1.01 1.26 1.26 1.25 1.25 1.25 1.25 1.25
GH = 1.092
CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
0 105 137 0 120 156 0 128 167 0 131 171 0 426 576
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 225.0000 Sum Weight:
AT15-250
30 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
Weight kg 10.00 428.00
Offsetx m -1.0657
Offsetz
z
m 1.0657
m 83.0000
Kz
qz
1.828
kPa 1.25
CAAC Front m2 0.4750
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.2600
Discrete Appurtenance Vectors - No Ice 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 27.51 38.91
Vz
kg 10.38 7.34 0.00
OTMx
kg 0.00 27.51 38.91
OTMz
kg-m -10.38 -7.34 0.00
Torque
kg-m -682 -482 0
kg-m 70 -1739 -2489
-30 -21 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 38.91 27.51 0.00
Vz
kg 0.00 7.34 10.38
OTMx
kg 0.00 7.34 10.38
OTMz
kg-m -38.91 -27.51 0.00
Torque
kg-m -2508 -1759 50
kg-m 0 -482 -682
0 15 22
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 27.27 38.57
Vz
kg 10.29 7.27 0.00
OTMx
kg 0.00 27.27 38.57
OTMz
kg-m -10.29 -7.27 0.00
Torque
kg-m -656 -464 0
kg-m 70 -1669 -2389
-30 -21 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 38.57 27.27 0.00
Vz
kg 0.00 7.27 10.29
OTMx
kg 0.00 7.27 10.29
OTMz
kg-m -38.57 -27.27 0.00
Torque
kg-m -2408 -1688 50
kg-m 0 -464 -656
0 15 22
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 26.96 38.13
Vz
kg 10.17 7.19 0.00
OTMx
kg 0.00 26.96 38.13
OTMz
kg-m -10.17 -7.19 0.00
Torque
kg-m -623 -440 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D
kg-m 70 -1582 -2266
-29 -21 0
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Fa
31 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 38.13 26.96 0.00
Vz
kg 0.00 7.19 10.17
OTMx
kg 0.00 7.19 10.17
OTMz
kg-m -38.13 -26.96 0.00
Designed by
Ing. C. Londoño M. Torque
kg-m -2285 -1601 50
16:29:23 09/24/13
kg-m 0 -440 -623
0 15 21
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.71 37.77
Vz
kg 10.07 7.12 0.00
OTMx
kg 0.00 26.71 37.77
OTMz
kg-m -10.07 -7.12 0.00
Torque
kg-m -597 -422 0
kg-m 70 -1513 -2168
-29 -21 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 37.77 26.71 0.00
Vz
kg 0.00 7.12 10.07
OTMx
kg 0.00 7.12 10.07
OTMz
kg-m -37.77 -26.71 0.00
Torque
kg-m -2188 -1532 50
kg-m 0 -422 -597
0 15 21
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.38 37.31
Vz
kg 9.95 7.04 0.00
OTMx
kg 0.00 26.38 37.31
OTMz
kg-m -9.95 -7.04 0.00
Torque
kg-m -565 -399 0
kg-m 70 -1428 -2048
-29 -20 0
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 37.31 26.38 0.00
Vz
kg 0.00 7.04 9.95
OTMx
kg 0.00 7.04 9.95
OTMz
kg-m -37.31 -26.38 0.00
Torque
kg-m -2067 -1447 50
kg-m 0 -399 -565
0 15 21
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 26.11 36.93
Vz
kg 9.85 6.96 0.00
OTMx
kg 0.00 26.11 36.93
OTMz
kg-m -9.85 -6.96 0.00
Torque
kg-m -539 -381 0
kg-m 70 -1360 -1952
-29 -20 0
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 36.93 26.11
Vz
kg 0.00 6.96
OTMx
kg 0.00 6.96
OTMz
kg-m -36.93 -26.11
Torque
kg-m -1971 -1379
kg-m 0 -381
0 15
Page
Job
RISATower
32 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 0.00
Vz
kg 9.85
OTMx
kg 9.85
OTMz
kg-m
Torque
kg-m
0.00
50
kg-m -539
21
2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A
Fs
kg
0 45 90
Vx
kg 24.17 0.00 24.17
Vz
kg 6.44 9.11 6.44
OTMx
kg -12.53 6.44 21.65
OTMz
kg-m -21.65 -6.44 12.53
Torque
kg-m -971 -336 456
kg-m 591 -202 -836
-26 -36 -26
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 23.96 0.00 23.96
Vz
kg 6.39 9.03 6.39
OTMx
kg -12.42 6.39 21.46
OTMz
kg-m -21.46 -6.39 12.42
Torque
kg-m -936 -326 436
kg-m 571 -191 -802
-25 -36 -25
1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.87 0.00 11.87
Vz
kg 3.17 4.48 3.17
OTMx
kg -6.16 3.17 10.63
OTMz
kg-m -10.63 -3.17 6.16
Torque
kg-m -452 -159 207
kg-m 276 -90 -383
-13 -18 -13
AT15-250 - Elevation 86 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 47.04 0.00 47.04
Vz
kg 25.75 36.41 25.75
OTMx
kg -15.06 25.75 51.47
OTMz
kg-m -51.47 -25.75 15.06
Torque
kg-m -4416 -2204 1305
kg-m 1284 -2225 -4437
39 55 39
AT15-250 - Elevation 86 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 47.04 66.52 47.04
Vz
kg 25.75 0.00 25.75
OTMx
kg 15.06 47.04 51.47
OTMz
kg-m -51.47 -47.04 -15.06
Torque
kg-m -4416 -4035 -1284
kg-m -1284 -4035 -4416
-39 0 39
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 46.88 0.00
Vz
kg 25.66 36.29
OTMx
kg -15.00 25.66
OTMz
kg-m -51.30 -25.66
Torque
kg-m -4349 -2171
kg-m 1265 -2192
39 55
Page
Job
RISATower
33 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 46.88
Vz
kg 25.66
OTMx
kg 51.30
OTMz
kg-m 15.00
Torque
kg-m 1286
kg-m -4371
39
AT15-250 - Elevation 85 - From Leg D
Fs
kg
0 45 90
Vx
kg 46.88 66.30 46.88
Vz
kg 25.66 0.00 25.66
OTMx
kg 15.00 46.88 51.30
OTMz
kg-m -51.30 -46.88 -15.00
Torque
kg-m -4349 -3974 -1265
kg-m -1265 -3974 -4349
-39 0 39
AT15-250 - Elevation 84 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.72 0.00 46.72
Vz
kg 25.57 36.17 25.57
OTMx
kg -14.95 25.57 51.12
OTMz
kg-m -51.12 -25.57 14.95
Torque
kg-m -4284 -2138 1267
kg-m 1245 -2159 -4305
39 55 39
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.72 66.08 46.72
Vz
kg 25.57 0.00 25.57
OTMx
kg 14.95 46.72 51.12
OTMz
kg-m -51.12 -46.72 -14.95
Torque
kg-m -4284 -3914 -1245
kg-m -1245 -3914 -4284
-39 0 39
AT15-250 - Elevation 83 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 46.56 0.00 46.56
Vz
kg 25.49 36.04 25.49
OTMx
kg -14.90 25.49 50.95
OTMz
kg-m -50.95 -25.49 14.90
Torque
kg-m -4218 -2105 1248
kg-m 1226 -2126 -4239
38 54 38
AT15-250 - Elevation 83 - From Leg D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 46.56 65.85 46.56
Vz
kg 25.49 0.00 25.49
OTMx
kg 14.90 46.56 50.95
OTMz
kg-m -50.95 -46.56 -14.90
Torque
kg-m -4218 -3854 -1226
kg-m -1226 -3854 -4218
Discrete Appurtenance Totals - No Ice
-38 0 38
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Vx
Vz
OTMx
OTMz
Torque
kg -31.11 509.55 751.72
kg -751.72 -509.55 31.11
kg-m
kg-m
kg-m
-53982 -37210 1486
1855 -36842 -53613
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
Aiming Azimuth ° 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 270.0000 180.0000 315.0000 315.0000 315.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 135.0000 225.0000 Sum Weight:
Weight kg 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 428.00
Offsetx
Offsetz
z
m -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.9000 0.0000 -2.8071 -2.8071 -2.8766 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657 1.0657 -1.0657
m 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 0.0000 2.1000 -2.8071 -2.8071 -2.8766 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657 1.0657
m 65.7500 65.7500 63.7500 63.7500 61.2500 61.2500 59.2500 59.2500 56.7500 56.7500 54.7500 54.7500 41.7500 40.5000 39.2500 86.0000 86.0000 85.0000 85.0000 84.0000 84.0000 83.0000 83.0000
Designed by
Ing. C. Londoño M.
-240 94 373
Discrete Appurtenance Pressures - Service Description
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0 45 90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Wind Azimuth °
34 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Kz
qz
1.710 1.710 1.695 1.695 1.676 1.676 1.660 1.660 1.639 1.639 1.623 1.623 1.502 1.489 1.476 1.846 1.846 1.840 1.840 1.834 1.834 1.828 1.828
kPa 0.29 0.29 0.29 0.29 0.29 0.29 0.28 0.28 0.28 0.28 0.28 0.28 0.26 0.25 0.25 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31
GH = 1.092
CAAC Front m2 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service 2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.88 9.73
Vz
kg 2.59 1.83 0.00
OTMx
kg 0.00 6.88 9.73
OTMz
kg-m -2.59 -1.83 0.00
Torque
kg-m -171 -121 0
kg-m 70 -383 -570
-8 -5 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-73.0000 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 9.73 6.88 0.00
Vz
kg 0.00 1.83 2.59
OTMx
kg 0.00 1.83 2.59
OTMz
kg-m -9.73 -6.88 0.00
Torque
kg-m -589 -402 50
kg-m 0 -121 -171
0 4 5
Page
Job
RISATower
35 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.82 9.64
Vz
kg 2.57 1.82 0.00
OTMx
kg 0.00 6.82 9.64
OTMz
kg-m -2.57 -1.82 0.00
Torque
kg-m -164 -116 0
kg-m 70 -365 -545
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 58.5000-69.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.64 6.82 0.00
Vz
kg 0.00 1.82 2.57
OTMx
kg 0.00 1.82 2.57
OTMz
kg-m -9.64 -6.82 0.00
Torque
kg-m -564 -384 50
kg-m 0 -116 -164
0 4 5
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.74 9.53
Vz
kg 2.54 1.80 0.00
OTMx
kg 0.00 6.74 9.53
OTMz
kg-m -2.54 -1.80 0.00
Torque
kg-m -156 -110 0
kg-m 70 -343 -514
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-65.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.53 6.74 0.00
Vz
kg 0.00 1.80 2.54
OTMx
kg 0.00 1.80 2.54
OTMz
kg-m -9.53 -6.74 0.00
Torque
kg-m -533 -362 50
kg-m 0 -110 -156
0 4 5
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.68 9.44
Vz
kg 2.52 1.78 0.00
OTMx
kg 0.00 6.68 9.44
OTMz
kg-m -2.52 -1.78 0.00
Torque
kg-m -149 -105 0
kg-m 70 -326 -490
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 57.5000-61.0000 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 9.44 6.68 0.00
Vz
kg 0.00 1.78 2.52
OTMx
kg 0.00 1.78 2.52
OTMz
kg-m -9.44 -6.68 0.00
Torque
kg-m -509 -345 50
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face A
kg-m 0 -105 -149
0 4 5
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Fs
kg
0 45 90
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Fa
36 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Wind Azimuth °
Page
Job
RISATower
Vx
kg 0.00 6.60 9.33
Vz
kg 2.49 1.76 0.00
OTMx
kg 0.00 6.60 9.33
OTMz
kg-m -2.49 -1.76 0.00
Designed by
Ing. C. Londoño M. Torque
kg-m -141 -100 0
16:29:23 09/24/13
kg-m 70 -305 -460
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 56.5000-57.0000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.33 6.60 0.00
Vz
kg 0.00 1.76 2.49
OTMx
kg 0.00 1.76 2.49
OTMz
kg-m -9.33 -6.60 0.00
Torque
kg-m -479 -324 50
kg-m 0 -100 -141
0 4 5
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 6.53 9.23
Vz
kg 2.46 1.74 0.00
OTMx
kg 0.00 6.53 9.23
OTMz
kg-m -2.46 -1.74 0.00
Torque
kg-m -135 -95 0
kg-m 70 -288 -436
-7 -5 0
2 ANT TV 0.30x1.20m - Elevation 53.0000-56.5000 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 9.23 6.53 0.00
Vz
kg 0.00 1.74 2.46
OTMx
kg 0.00 1.74 2.46
OTMz
kg-m -9.23 -6.53 0.00
Torque
kg-m -455 -307 50
kg-m 0 -95 -135
0 4 5
2 ANT TV 0.30x1.20m - Elevation 41.5000-42.0000 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 6.04 0.00 6.04
Vz
kg 1.61 2.28 1.61
OTMx
kg -3.13 1.61 5.41
OTMz
kg-m -5.41 -1.61 3.13
Torque
kg-m -293 -135 63
kg-m 198 0 -159
-6 -9 -6
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.99 0.00 5.99
Vz
kg 1.60 2.26 1.60
OTMx
kg -3.11 1.60 5.36
OTMz
kg-m -5.36 -1.60 3.11
Torque
kg-m -285 -132 58
kg-m 193 3 -150
-6 -9 -6
1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 2.97 0.00
Vz
kg 0.79 1.12
OTMx
kg -1.54 0.79
OTMz
kg-m -2.66 -0.79
Torque
kg-m -139 -66
kg-m 95 3
-3 -5
Page
Job
RISATower
37 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
1 ANT TV 0.30x1.20m - Elevation 39.0000-39.5000 - From Leg A
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 2.97
Vz
kg 0.79
OTMx
kg 2.66
OTMz
kg-m 1.54
Torque
kg-m 26
kg-m -70
-3
AT15-250 - Elevation 86 - From Leg C
Fs
kg
0 45 90
Vx
kg 11.76 0.00 11.76
Vz
kg 6.44 9.10 6.44
OTMx
kg -3.76 6.44 12.87
OTMz
kg-m -12.87 -6.44 3.76
Torque
kg-m -1096 -543 334
kg-m 313 -564 -1117
10 14 10
AT15-250 - Elevation 86 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.76 16.63 11.76
Vz
kg 6.44 0.00 6.44
OTMx
kg 3.76 11.76 12.87
OTMz
kg-m -12.87 -11.76 -3.76
Torque
kg-m -1096 -1001 -313
kg-m -313 -1001 -1096
-10 0 10
AT15-250 - Elevation 85 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.72 0.00 11.72
Vz
kg 6.42 9.07 6.42
OTMx
kg -3.75 6.42 12.82
OTMz
kg-m -12.82 -6.42 3.75
Torque
kg-m -1079 -535 330
kg-m 308 -556 -1101
10 14 10
AT15-250 - Elevation 85 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.72 16.58 11.72
Vz
kg 6.42 0.00 6.42
OTMx
kg 3.75 11.72 12.82
OTMz
kg-m -12.82 -11.72 -3.75
Torque
kg-m -1079 -986 -308
kg-m -308 -986 -1079
-10 0 10
AT15-250 - Elevation 84 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.68 0.00 11.68
Vz
kg 6.39 9.04 6.39
OTMx
kg -3.74 6.39 12.78
OTMz
kg-m -12.78 -6.39 3.74
Torque
kg-m -1063 -526 325
kg-m 303 -548 -1084
10 14 10
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 11.68 16.52
Vz
kg 6.39 0.00
OTMx
kg 3.74 11.68
OTMz
kg-m -12.78 -11.68
Torque
kg-m -1063 -971
kg-m -303 -971
-10 0
Page
Job
RISATower
38 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 84 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg
Vz
kg
11.68
6.39
OTMx
kg
OTMz
kg-m
12.78
Torque
kg-m
-3.74
-303
kg-m -1063
10
AT15-250 - Elevation 83 - From Leg C
Fs
kg
Vx
kg
0 45 90
Vz
kg
11.64 0.00 11.64
6.37 9.01 6.37
OTMx
kg
OTMz
kg-m
-3.73 6.37 12.74
Torque
kg-m
-12.74 -6.37 3.73
-1047 -518 320
kg-m 299 -540 -1068
10 14 10
AT15-250 - Elevation 83 - From Leg D
Wind Azimuth °
Fa
Fs
kg
Vx
kg
0 45 90
Vz
kg
11.64 16.46 11.64
6.37 0.00 6.37
OTMx
kg
OTMz
kg-m
3.73 11.64 12.74
Torque
kg-m
-12.74 -11.64 -3.73
-1047 -956 -299
kg-m -299 -956 -1047
-10 0 10
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -187.93 -127.39 7.78
kg-m
kg-m
kg-m
-7.78 127.39 187.93
-13332 -9139 535
904 -8770 -12963
-60 23 93
Dish Pressures - No Ice Elevation m
Dish Description
Aiming Azimuth ° 225.0000 Sum Weight:
19.0000 8 FT DISH
Weight kg 113.85 113.85
Offsetx m
Offsetz m
-4.7066
Kz
4.7066
AA m2
1.199
qz kPa
4.6730
0.82
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA 0.004260 0.004260 0.004260
CS 0.000000 0.000000 0.000000
CM 0.000000 0.000000 0.000000
8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx kg 707.43 707.43 707.43
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 500.23 707.43
Vz kg -707.43 -500.23 0.00
OTMx
OTMz
kg-m -12905 -8969 536
kg-m 536 -8969 -12905
Torque kg-m -3330 0 3330
Page
Job
RISATower
39 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -707.43 -500.23 0.00
kg-m
kg-m
kg-m
0.00 500.23 707.43
-12905 -8969 536
536 -8969 -12905
-3330 0 3330
Dish Pressures - Service Elevation m
Dish Description
Aiming Azimuth ° 225.0000 Sum Weight:
19.0000 8 FT DISH
Weight kg
Offsetx m
113.85 113.85
Offsetz m
-4.7066
Kz
4.7066
AA m2
1.199
qz kPa
4.6730
0.20
Dish Vectors - Service Wind Azimuth ° 0 45 90
CA
CS
0.004260 0.004260 0.004260
8 FT DISH - Elevation 19 - From Leg D FA FS FM Vx
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
kg 176.86 176.86 176.86
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 125.06 176.86
kg -176.86 -125.06 0.00
OTMx
OTMz
kg-m -2824 -1840 536
kg-m
Torque
536 -1840 -2824
kg-m -832 0 832
Dish Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
kg
kg -176.86 -125.06 0.00
kg-m
0.00 125.06 176.86
OTMz
Torque
kg-m -2824 -1840 536
kg-m 536 -1840 -2824
-832 0 832
User Load Vectors - No Ice CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx m 0.0000 0.0000 0.0000
Offsetz m 0.0000 0.0000 0.0000
F
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m 0 0 0
kg-m 0 0 0
0 0 0
Page
Job
RISATower
40 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
16:29:23 09/24/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
User Load Totals - No Ice Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m
Torque
kg-m
0.00 0.00 0.00
kg-m
0 0 0
0 0 0
0 0 0
User Load Vectors - Service CxMANTENIMIENTO - Elevation 80
Wind Azimuth ° 0 45 90
Offsetx
Offsetz
m 0.0000 0.0000 0.0000
F
m 0.0000 0.0000 0.0000
Vx
kg
Vz
kg 0.00 0.00 0.00
OTMx
kg
OTMz
kg-m
0.00 0.00 0.00
Torque
kg-m
0.00 0.00 0.00
0 0 0
kg-m 0 0 0
User Load Totals - Service Wind Azimuth °
Vx
Vz
kg
0 45 90
OTMx
kg 0.00 0.00 0.00
OTMz
kg-m 0.00 0.00 0.00
Torque
kg-m
kg-m
0 0 0
0 0 0
0 0 0
Force Totals (Does not include forces on guys) Load Case
Vertical Forces kg
Leg Weight Bracing Weight Total Member Self-Weight Guy Weight Total Weight Wind 0 deg - No Ice Wind 45 deg - No Ice Wind 90 deg - No Ice Total Weight Wind 0 deg - Service Wind 45 deg - Service Wind 90 deg - Service
Sum of Forces X kg
Sum of Forces Z kg
Sum of Torques
kg-m
0.00 29561.90 29561.90 355.13 31560.34 -31.11 15836.80 20490.98
-20490.98 -15836.80 31.11
-3569 7142 12867
-7.78 3959.20 5122.75
-5122.75 -3959.20 7.78
-892 1785 3217
31560.34
0 0 0
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg - Service+Guy Dead+Wind 45 deg - Service+Guy Dead+Wind 90 deg - Service+Guy
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
86 - 83
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Diagonal
Top Girt
T2
83 - 80
Leg
Diagonal
Top Girt
T3
80 - 76
41 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Leg
Gov. Load Comb. 3 3 3 3 4 4 4 4 3 3 3 3 4 4 1 3 1 3 3 3 3 3 4 4 4 3 3 3 3 3 4 4 4 4 4 4 3 3
Force kg 436.81 -674.92 421.64 421.64 -60.33 60.08 281.05 -294.19 192.58 -53.69 -2.45 7.29 11.28 -11.50 1.35 -8.49 2.72 -0.00 908.30 -1077.24 -1077.24 -1077.24 -64.19 74.48 179.30 -298.38 -7.44 -108.44 6.33 6.78 67.91 -92.72 67.91 -92.72 2.40 -1.28 1163.64 -1342.68
Major Axis Moment kg-m -1 0 12 12 -3 1 0 0 1 0 1 0 0 0 -1 0 0 0 41 -41 -41 -41 -6 6 0 0 3 3 3 0 0 0 -1 0 0 0 41 -72
Minor Axis Moment kg-m -1 0 12 12 -1 3 0 0 -5 -5 -5 -5 0 0 0 0 0 0 41 -41 -41 -41 -6 6 0 0 -4 -5 -4 0 0 0 0 0 0 0 41 -66
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
T4
76 - 72
Leg
Diagonal
Top Girt
T5
72 - 68
Leg
Diagonal
Top Girt
T6
68 - 64
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
42 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Gov. Load Comb. 4 4 4 4 3 4 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 3 4 4 1 3 1 3 3 3 4 4 4 4 3 3 3 3 3 4 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3
Force kg -1064.87 490.93 144.63 -144.67 698.36 -791.84 576.25 231.01 21.37 -0.44 540.93 -307.90 124.88 442.29 33.66 -0.00 2457.03 -2746.75 -2116.34 1193.55 -130.26 130.26 1191.71 -1368.78 1048.29 213.53 21.67 -0.39 686.42 -354.84 173.42 569.15 33.66 -0.00 4421.73 -4667.45 -3504.07 2265.37 132.13 -132.07 1773.66 -2121.91 1698.73 0.57 22.04 0.28 1404.47 -862.93 279.78 1154.84 33.66 -0.00 7405.67 -8527.89 7379.28 -1854.77 131.99 126.98 2085.50 -1945.63 563.77
Major Axis Moment kg-m -99 -10 -99 -10 0 0 13 13 13 0 0 0 -35 0 0 0 66 -72 -99 -11 -99 -11 0 0 14 13 14 0 0 0 -35 0 0 0 60 -65 -90 -6 -90 -6 0 0 15 15 15 0 0 0 -35 0 0 0 -94 94 -173 -1 -173 -1 0 0 14
Minor Axis Moment kg-m 11 99 11 99 0 0 -1 -1 1 0 0 0 0 0 0 0 73 -66 11 99 11 99 0 0 -1 -1 1 0 0 0 0 0 0 0 65 -60 5 90 5 90 0 0 0 -1 0 0 0 0 0 0 0 0 -4 -4 -5 -131 -5 -131 0 0 0
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
T7
64 - 60
Leg
Diagonal
Top Girt
Guy A
Guy B
Guy C
Guy D
T8
60 - 56
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
43 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Bottom Tension Top Tension Top Cable Vert Top Cable Norm Top Cable Tan Bot Cable Vert Bot Cable Norm Bot Cable Tan Max Tension Max. Compression
Gov. Load Comb. 3 3 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 1 1 3 1 3 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 3 3
Force kg -1742.60 -21.78 0.29 1486.54 -1166.98 194.32 1192.59 33.66 -0.00 6194.95 -11860.60 6194.95 -3643.71 -131.98 127.26 1419.70 -2208.89 45.05 -734.69 -21.98 -0.39 1726.59 0.00 863.44 1613.79 33.66 -0.00 3964.13 4041.17 3549.95 1930.55 42.83 -3419.32 2004.88 55.06 1811.52 1888.89 1656.59 907.53 0.01 -1567.80 907.53 0.01 3954.47 4031.50 3541.55 1925.78 42.79 -3410.92 2000.11 55.09 5053.75 5130.79 4503.66 2458.06 0.07 -4359.89 2555.73 0.07 8850.39 -15056.40
Major Axis Moment kg-m 12 14 0 0 0 -35 0 0 0 -173 120 -173 12 -173 12 0 0 15 11 15 0 0 0 -35 0 0 0
Minor Axis Moment kg-m -1 0 0 0 0 0 0 0 0 -5 -5 -5 -133 -5 -133 0 0 0 -1 0 0 0 0 0 0 0 0
-108 125
-6 -5
Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
T9
56 - 52
Leg
Diagonal
Top Girt
T10
52 - 48
Leg
Diagonal
Top Girt
T11
48 - 44
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
44 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3
Force kg 8779.25 -3582.73 137.27 138.71 1665.06 -2717.64 -8.28 -2447.24 -22.18 -0.42 1892.21 -748.89 505.05 1620.08 33.66 -0.00 11808.87 -18847.60 11808.87 -3646.33 -120.10 129.72 2162.16 -3272.75 -85.16 -2963.73 -22.49 0.47 2373.83 -1016.66 600.46 2024.47 33.66 -0.00 15618.64 -23654.98 -23643.91 -3812.93 -125.38 -133.18 2520.37 -3529.15 90.91 -3176.04 -22.61 0.49 2649.75 -1311.85 598.69 2238.17 33.66 -0.00 20086.73 -28986.51 -28986.51 -3961.71 134.28 173.85 2827.91 -3799.68 215.48
Major Axis Moment kg-m -157 0 -157 0 0 0 15 12 15 0 0 0 -35 0 0 0 -157 147 -157 0 -157 0 0 0 16 12 16 0 0 0 -35 0 0 0 -143 142 202 0 202 0 0 0 17 12 17 0 0 0 -35 0 0 0 -185 202 202 -11 202 -11 0 0 17
Minor Axis Moment kg-m -6 -151 -6 -151 0 0 0 -1 0 0 0 0 0 0 0 0 -6 -6 -6 -171 -6 -171 0 0 0 -1 0 0 0 0 0 0 0 0 -7 -7 -6 -171 -6 -171 0 0 0 -1 0 0 0 0 0 0 0 0 -6 -6 -6 -325 -6 -325 0 0 0
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Top Girt
T12
44 - 40
Leg
Diagonal
Top Girt
T13
40 - 36.5
Leg
Diagonal
Top Girt
Inner Bracing
T14
36.5 - 32.5
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
45 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 3 3 4 4 1 4 1 4 3 3 3 3 3 3 3 3 3 3 3 3 4 4 1 4 1 4 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1 3 3 3 3 3 3 3 4 4 4 4
Force kg -1282.14 -22.84 -0.53 2787.67 -1528.44 569.11 614.08 33.66 -0.00 22940.35 -31416.61 -31416.61 -3491.57 -191.61 -205.00 4794.48 -6760.13 -2203.91 -6234.16 46.84 -1.61 4987.20 -3108.06 850.88 914.02 33.66 -0.00 29173.85 -40892.55 -40872.22 -4979.43 173.43 196.71 481.37 -680.54 -175.32 266.68 22.10 -3.67 1579.99 -1091.43 1198.86 1198.86 -28.05 -2.44 60.61 -82.30 -10.53 -82.30 20.08 0.08 29363.47 -41237.38 29342.71 -5459.76 -130.77 -172.86 841.69 -1070.34 199.30 245.68
Major Axis Moment kg-m 11 17 0 0 0 -35 0 0 0 -141 426 426 -11 426 -11 0 0 -38 -25 -38 0 0 0 -35 0 0 0 -190 186 426 3 426 3 0 0 -24 0 0 0 24 -1 24 24 24 24 0 0 -15 0 0 0 -142 146 -190 3 -190 3 0 0 -31 0
Minor Axis Moment kg-m -1 0 0 0 0 0 0 0 0 -11 4 4 -325 4 -325 0 0 2 4 2 0 0 0 0 0 0 0 -8 -8 4 -279 4 -279 0 0 0 4 0 0 -2 0 -2 -2 -2 -2 0 0 0 0 0 0 -7 -7 -8 -279 -8 -279 0 0 0 5
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
Component Type
Horizontal
Inner Bracing
T15
32.5 - 29
Leg
Diagonal
Horizontal
Inner Bracing
T16
29 - 25
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
46 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Inner Bracing
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 4 4 3 4 4 4 4 4 3 3 1 3 1 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 3 3 1 3 1
Force kg 25.46 -4.19 551.02 -502.90 -223.88 -223.88 29.56 -2.65 27.95 -52.24 -12.17 27.95 23.18 -0.08 29917.04 -42188.67 -42167.77 -5924.84 131.87 165.46 872.15 -1147.49 338.42 161.99 28.38 -4.01 687.85 -609.69 -99.84 -99.84 -36.49 -3.19 7.20 -34.00 -13.37 7.07 26.72 -0.07 30461.87 -43299.74 -43299.74 -6327.26 -182.64 -211.77 1187.75 -1493.83 636.82 157.96 31.74 -4.53 908.71 -801.41 -189.27 -189.27 -39.90 -3.46 3.60 -33.49 -14.99 3.27 29.82
Major Axis Moment kg-m 0 0 6 14 25 25 25 25 0 0 -20 0 0 0 -121 99 146 -8 146 -8 0 0 -33 0 0 0 20 20 31 31 31 31 0 0 -26 0 0 0 -270 308 308 -8 308 -8 0 0 -42 0 0 0 25 25 36 36 36 36 0 0 -33 0 0
Minor Axis Moment kg-m 0 0 -1 -1 -2 -2 -2 -2 0 0 0 0 0 0 -8 -7 -7 -240 -7 -240 0 0 0 5 0 0 -2 -2 -2 -2 -2 -2 0 0 0 0 0 0 2 2 2 -240 2 -240 0 0 0 6 0 0 -2 -2 -3 -3 -3 -3 0 0 0 0 0
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T17
25 - 21
Client
Component Type
Leg
Diagonal
Horizontal
Inner Bracing
T18
21 - 17
Leg
Diagonal
Horizontal
Inner Bracing
T19
17 - 13
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
47 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 3 3 3 3 3 3 4 4 4 4 4 4 3 3 4 4 4 4 1 3 1 3 1 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 4 4 1 3 1 3 1 3 3 3 3 3 3 3 4 4 4 4 4 4
Force kg -0.07 31789.14 -45542.46 -45495.35 -6866.50 178.49 221.56 1064.01 -1427.35 -1354.53 75.70 37.09 -8.12 1419.49 -2165.17 -1919.03 -1919.03 -42.46 -6.88 0.00 -44.89 -27.89 -9.87 -33.37 0.07 30209.98 -44842.42 -44842.42 -7321.74 -267.35 -262.67 398.48 -855.29 -782.47 76.25 42.69 -8.76 519.00 -378.59 -231.04 -231.04 -48.11 -7.50 0.00 -40.25 -32.28 -24.10 42.85 -0.08 29332.67 -44917.72 -44860.21 -7869.60 259.26 179.36 348.69 -902.13 348.69 66.39 48.29 -9.43
Major Axis Moment kg-m 0 -150 122 308 -11 308 -11 0 0 -54 0 0 0 0 0 38 38 38 38 0 0 -41 0 0 0 -256 280 280 -11 280 -11 0 0 -66 0 0 0 0 0 45 45 45 45 0 0 -62 0 0 0 41 -132 280 -40 280 -40 0 0 -81 0 0 0
Minor Axis Moment kg-m 0 -8 -8 2 -271 2 -271 0 0 0 12 0 0 0 0 -7 -7 -7 -7 0 0 0 0 0 0 -6 -5 -5 -271 -5 -271 0 0 0 14 0 0 0 0 -7 -7 -7 -7 0 0 0 0 0 0 -4 -4 -5 -213 -5 -213 0 0 0 16 0 0
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
13 - 9
Condition
Horizontal
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Leg
Diagonal
Horizontal
Inner Bracing
T21
9-0
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Inner Bracing
T20
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
48 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Inner Bracing
Gov. Load Comb. 4 4 4 4 4 4 1 3 1 3 1 3 3 3 3 3 3 3 4 4 3 3 3 3 4 4 4 4 4 4 1 3 1 3 1 3 3 3 3 3 3 3 4 4 3 4 3 4 3 3 4 4 4 4 1 3 1 3 1 3
Force kg 594.64 -344.85 -71.63 -71.63 -54.51 -8.43 0.00 -42.46 -36.21 -30.08 49.34 -0.08 29041.37 -45721.71 -45721.71 -8425.91 -375.41 -180.76 417.21 -1078.64 149.05 149.05 53.88 -10.14 724.61 -453.41 253.65 -244.03 -62.02 -9.58 0.00 -51.96 -40.26 -28.42 55.82 -0.08 31148.63 -50614.11 -50431.48 -9791.67 295.47 -274.42 5102.41 -6198.73 3918.32 -795.99 -161.69 -80.02 4806.85 -7698.41 -5339.59 -5915.79 -66.43 -23.12 0.00 -196.72 -182.65 -164.29 62.31 -0.06
Major Axis Moment kg-m 51 51 56 56 56 56 0 0 -83 0 0 0 -683 761 761 -40 761 -40 0 0 -97 0 0 0 67 67 74 74 74 74 0 0 -106 0 0 0 0 0 761 30 761 30 0 0 531 0 0 0 0 0 89 89 89 89 0 0 -132 0 0 0
Minor Axis Moment kg-m -8 -8 -8 -8 -8 -8 0 0 0 0 0 0 -11 -10 -10 -213 -10 -213 0 0 0 18 0 0 -10 -10 -11 -11 -11 -11 0 0 0 0 0 0 1 1 -10 575 -10 -157 0 0 0 263 0 0 0 0 -33 -33 -33 -33 0 0 0 0 0 0
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
RISATower I. P. DOLMEN S.A.
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Maximum Reactions Location
Condition
Leg D
Leg C
Leg B
Leg A
Guy D @ 39 m Elev 0 m Azimuth 225 deg
Guy C @ 39 m Elev 0 m Azimuth 135 deg
Guy B @ 39 m Elev 0 m Azimuth 45 deg
Guy A @ 39 m Elev 0 m Azimuth -45 deg
49 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Vertical kg
Horizontal, X kg
Horizontal, Z kg
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1 3 1 3 1 2 2 2 4 4 4 1
9545.49 9545.49 -21151.64 -21151.64 -21151.64 9545.49 30032.36 -9938.11 -9938.11 -9938.11 30032.36 30032.36 41174.93 9349.79 41174.93 9349.79 41174.93 9349.79 29912.48 29912.48 29912.48 -10055.28 -10055.28 -10055.28 -1547.31
3314.54 3314.54 -5489.45 -5489.45 -5489.45 3314.54 -8346.90 3329.66 3329.66 3329.66 -8346.90 -8346.90 -12285.57 -3272.23 -12285.57 -3272.23 -12285.57 -3272.23 10195.02 10195.02 10195.02 -1020.54 -1020.54 -1020.54 -633.54
-3297.77 -3297.77 5310.06 5310.06 5310.06 -3297.77 -10083.09 1133.68 1133.68 1133.68 -10083.09 -10083.09 12499.13 3289.00 12499.13 3289.00 12499.13 3289.00 8203.29 8203.29 8203.29 -3472.33 -3472.33 -3472.33 633.53
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 3 3 1 4
-1547.31 -4359.89 -4359.89 -4359.89 -1547.31 -784.05
-633.54 -1807.22 -1807.22 -1807.22 -633.54 259.28
633.53 1807.12 1807.12 1807.12 633.53 329.63
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
2 2 2 4 4 3
-3410.92 -3410.92 -3410.92 -784.05 -784.05 -393.75
1375.33 1375.33 1375.33 259.28 259.28 128.92
1453.25 1453.25 1453.25 329.63 329.63 -128.92
Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert
1 3 1 3 1 2
-1567.80 -393.75 -1567.80 -393.75 -1567.80 -786.62
641.71 128.92 641.71 128.92 641.71 -330.65
-641.72 -128.92 -641.72 -128.92 -641.72 -260.30
Max. Hx Max. Hz Min. Vert Min. H x
2 2 4 4
-786.62 -786.62 -3419.32 -3419.32
-330.65 -330.65 -1456.60 -1456.60
-260.30 -260.30 -1378.74 -1378.74
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Condition
Min. H z
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Location
50 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gov. Load Comb. 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
-3419.32
-1456.60
-1378.74
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination
Vertical
Dead Only Dead+Wind 0 deg - No Ice+Guy Dead+Wind 45 deg - No Ice+Guy Dead+Wind 90 deg - No Ice+Guy Dead+Wind 0 deg Service+Guy Dead+Wind 45 deg Service+Guy Dead+Wind 90 deg Service+Guy
Shearx
Shearz -11.32 -18596.83
Overturning Moment, Mx kg-m 2775 -719237
Overturning Moment, Mz kg-m 767 2059
kg 37790.56 39949.07
kg
kg 5.13 -26.13
40122.27
Torque
14390.69
-14395.93
-563004
-565107
7121
39954.96
18592.41
21.64
4208
-721378
12834
37843.93
-2.20
-4513.85
-167601
1059
-892
37836.60
3472.90
-3478.99
-129630
-131654
1780
37843.99
4507.70
-3.96
3078
-169619
3211
kg-m 0 -3569
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 -31.11 16183.67 20978.10 -7.78 4045.92 5244.52
Sum of Applied Forces PY kg -31560.34 -31560.34 -31560.34 -31560.34 -31560.34 -31560.34 -31560.34
PZ kg 0.00 -20978.10 -16183.67 31.11 -5244.52 -4045.92 7.78
PX kg -0.01 31.11 -16183.27 -20977.81 7.78 -4045.76 -5244.41
Sum of Reactions PY kg 31560.34 31560.34 31560.34 31560.34 31560.34 31560.34 31560.34
PZ kg 0.02 20977.81 16183.28 -31.11 5244.41 4045.76 -7.78
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes Yes Yes Yes Yes Yes Yes
Number of Cycles 6 12 12 12 10 9 10
Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00000001 0.00008296 0.00014681 0.00008319 0.00007762 0.00012161 0.00007826
% Error 0.000% 0.001% 0.001% 0.001% 0.000% 0.001% 0.000%
Page
Job
RISATower
51 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
Elevation m 86 - 83 83 - 80 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0
Horz. Deflection mm 75.11 70.24 65.51 59.25 53.07 47.07 41.28 35.74 30.40 25.33 20.56 16.18 12.33 9.74 7.30 5.44 3.60 2.28 1.17 0.23 0.52
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.0927 0.0918 0.0895 0.0885 0.0863 0.0825 0.0795 0.0767 0.0731 0.0685 0.0635 0.0571 0.0500 0.0420 0.0340 0.0295 0.0249 0.0199 0.0160 0.0128 0.0102
° 0.0076 0.0066 0.0060 0.0060 0.0059 0.0057 0.0056 0.0054 0.0051 0.0048 0.0044 0.0040 0.0038 0.0031 0.0025 0.0021 0.0017 0.0014 0.0011 0.0007 0.0004
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 86.0000 85.0000 84.0000 83.0000 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500
AT15-250 AT15-250 AT15-250 AT15-250 CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 75.11 73.48 71.85 70.24 65.51 54.60 52.14 49.71 48.55 47.32 45.97 44.95 43.43 42.71 42.63 41.28 40.93 40.35 40.05 38.49 38.10 37.45 37.11 36.08 35.89 34.90 34.73
° 0.0927 0.0926 0.0923 0.0918 0.0895 0.0871 0.0858 0.0842 0.0835 0.0827 0.0819 0.0813 0.0805 0.0802 0.0802 0.0795 0.0794 0.0791 0.0789 0.0782 0.0780 0.0777 0.0775 0.0769 0.0768 0.0762 0.0761
° 0.0076 0.0073 0.0069 0.0066 0.0060 0.0059 0.0059 0.0058 0.0058 0.0058 0.0057 0.0057 0.0057 0.0056 0.0056 0.0056 0.0056 0.0056 0.0055 0.0055 0.0055 0.0055 0.0054 0.0054 0.0054 0.0053 0.0053
Radius of Curvature m 73113 73113 56313 45037 Inf 93556 79313 79532 79917 79026 74886 70676 64835 62511 62292 60667 61132 62762 63923 72831 75508 80508 83235 89398 89826 86849 85698
Page
Job
RISATower
52 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000
2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 33.72 32.38 31.72 31.39 31.06 28.78 26.57 14.16 13.92 13.68 12.77 11.92 11.72 11.52 1.73
° 0.0755 0.0746 0.0741 0.0739 0.0736 0.0717 0.0697 0.0538 0.0534 0.0529 0.0511 0.0490 0.0484 0.0479 0.0178
° 0.0053 0.0052 0.0052 0.0052 0.0052 0.0050 0.0049 0.0039 0.0039 0.0039 0.0038 0.0037 0.0037 0.0036 0.0012
16:29:23 09/24/13 Designed by
Ing. C. Londoño M. Radius of Curvature m 77651 68275 64443 62774 61290 55867 53329 19974 18874 17889 15214 15281 15766 16416 364123
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 T21
Elevation
Horz. Deflection mm 335.57 313.83 292.73 264.80 237.21 210.36 184.37 159.34 135.24 112.36 90.95 71.27 54.06 42.53 31.74 23.50 15.43 9.63 4.81 0.79 2.43
m 86 - 83 83 - 80 80 - 76 76 - 72 72 - 68 68 - 64 64 - 60 60 - 56 56 - 52 52 - 48 48 - 44 44 - 40 40 - 36.5 36.5 - 32.5 32.5 - 29 29 - 25 25 - 21 21 - 17 17 - 13 13 - 9 9-0
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 0.4147 0.4104 0.3992 0.3951 0.3863 0.3709 0.3588 0.3462 0.3296 0.3084 0.2852 0.2562 0.2242 0.1878 0.1515 0.1313 0.1106 0.0884 0.0709 0.0564 0.0448
° 0.0305 0.0265 0.0241 0.0238 0.0234 0.0230 0.0223 0.0215 0.0205 0.0192 0.0177 0.0160 0.0151 0.0125 0.0101 0.0085 0.0069 0.0056 0.0042 0.0027 0.0014
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 86.0000 85.0000 84.0000 83.0000
AT15-250 AT15-250 AT15-250 AT15-250
Gov. Load Comb. 3 3 3 3
Deflection
Tilt
Twist
mm 335.57 328.27 321.02 313.83
° 0.4147 0.4140 0.4128 0.4104
° 0.0305 0.0291 0.0277 0.0265
Radius of Curvature m 18315 18315 14105 11265
RISATower I. P. DOLMEN S.A.
53 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
16:29:23 09/24/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation
Appurtenance
m 80.0000 73.0000 71.3889 69.7778 69.0000 68.1667 67.2500 66.5556 65.5000 65.0000 64.9444 64.0000 63.7500 63.3333 63.1250 62.0000 61.7222 61.2500 61.0000 60.2500 60.1111 59.3750 59.2500 58.5000 57.5000 57.0000 56.7500 56.5000 54.7500 53.0000 42.0000 41.7500 41.5000 40.5000 39.5000 39.2500 39.0000 19.0000
CxMANTENIMIENTO 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m Guy 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 8 FT DISH
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 292.73 244.05 233.05 222.19 216.99 211.46 205.41 200.86 194.00 190.78 190.42 184.37 182.78 180.13 178.81 171.74 170.00 167.06 165.51 160.88 160.03 155.51 154.75 150.18 144.15 141.16 139.68 138.19 127.95 117.95 62.21 61.13 60.07 55.99 52.22 51.32 50.45 7.25
° 0.3992 0.3894 0.3841 0.3778 0.3747 0.3715 0.3683 0.3661 0.3630 0.3616 0.3614 0.3588 0.3580 0.3568 0.3562 0.3528 0.3520 0.3505 0.3496 0.3471 0.3466 0.3440 0.3435 0.3406 0.3365 0.3343 0.3332 0.3320 0.3233 0.3139 0.2412 0.2392 0.2372 0.2287 0.2193 0.2168 0.2143 0.0791
° 0.0241 0.0236 0.0234 0.0232 0.0231 0.0230 0.0228 0.0227 0.0226 0.0225 0.0225 0.0223 0.0223 0.0222 0.0221 0.0219 0.0219 0.0218 0.0217 0.0215 0.0215 0.0213 0.0213 0.0211 0.0209 0.0207 0.0207 0.0206 0.0201 0.0195 0.0157 0.0156 0.0156 0.0153 0.0148 0.0147 0.0145 0.0049
Ing. C. Londoño M. Radius of Curvature m 192024 23066 19626 19338 19264 19018 18335 17662 16687 16280 16241 15890 15935 16136 16284 17369 17669 18200 18464 18865 18831 17972 17746 16272 14547 13824 13504 13217 12087 11486 4367 4120 3900 3305 3319 3426 3569 76034
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
Leg
A394T0
16
6
Maximum Load per Bolt kg 20.19
Diagonal
A394T0
16
1
281.05
2774.71
Top Girt
A394T0
16
1
11.28
2774.71
Leg
A394T0
16
6
296.74
5536.87
Diagonal
A394T0
16
1
298.38
3699.61
Top Girt
A394T0
16
1
92.72
3699.61
Leg
A394T0
19
6
447.56
9950.69
m T1
T2
T3
86
83
80
Bolt Size mm
Number Of Bolts
Allowable Load kg 5536.87
Ratio Load Allowable 0.004 0.101 0.004 0.054 0.081 0.025 0.045
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
Component Type
Project
T4
T5
T6
T7
T8
T9
T10
T11
T12
T13 T14
T15
T16
76
72
68
64
60
56
52
48
44
40 36.5
32.5
29
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m Diagonal
54 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
A394T0
Bolt Size mm
Number Of Bolts
16
2
Maximum Load per Bolt kg 395.92
Allowable Load kg 7399.23
Top Girt
A394T0
16
2
270.47
7399.23
Leg
A394T0
19
6
915.58
9950.69
Diagonal
A394T0
16
2
684.39
7399.23
Top Girt
A394T0
16
2
343.21
7399.23
Leg
A394T0
19
8
1166.86
9950.69
Diagonal
A394T0
16
2
1060.95
7399.23
Top Girt
A394T0
16
2
702.24
7399.23
Leg
A394T0
19
8
2131.97
9979.03
Diagonal
A394T0
16
2
1042.75
7399.23
Top Girt
A394T0
16
2
743.27
7399.23
Leg
A394T0
19
8
2965.15
9979.03
Diagonal
A394T0
16
2
1104.44
7399.23
Top Girt
A394T0
16
2
863.30
7399.23
Leg
A394T0
19
8
3764.10
9979.03
Diagonal
A394T0
16
2
1358.82
7399.23
Top Girt
A394T0
16
2
946.11
7399.23
Leg
A394T0
19
8
4711.92
9979.03
Diagonal
A394T0
16
2
1636.38
7399.23
Top Girt
A394T0
16
2
1186.92
7399.23
Leg
A394T0
19
8
5913.76
9979.03
Diagonal
A394T0
16
2
1764.57
7399.23
Top Girt
A394T0
16
2
1324.88
7399.23
Leg
A394T0
19
8
7246.64
9979.03
Diagonal
A394T0
16
2
1899.84
7399.23
Top Girt
A394T0
16
2
1393.84
7399.23
Leg
A394T0
19
6
10472.23
9979.03
Diagonal
A394T0
16
2
3380.07
14798.46
Top Girt
A394T0
16
2
2493.60
7399.23
Leg
A394T0
19
8
10223.16
9979.03
Diagonal
A394T0
16
3
226.85
6166.05
Leg
A394T0
19
12
6872.88
9979.03
Diagonal
A394T0
16
3
356.78
6166.05
Horizontal
A394T0
16
3
183.67
7399.23
Leg
A394T0
19
12
7031.45
9979.03
Diagonal
A394T0
16
3
382.50
6166.05
Horizontal
A394T0
16
3
229.28
6166.05
Leg
A394T0
19
8
10824.94
9979.03
Diagonal
A394T0
16
3
497.94
6166.05
Horizontal
A394T0
16
3
302.90
6166.05
Ratio Load Allowable 0.054 0.037 0.092 0.092 0.046 0.117 0.143 0.095 0.214 0.141 0.100 0.297 0.149 0.117 0.377 0.184 0.128 0.472 0.221 0.160 0.593 0.238 0.179 0.726 0.257 0.188 1.049 0.228 0.337 1.024 0.037 0.689 0.058 0.025 0.705 0.062 0.037 1.085 0.081 0.049
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section No.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Bolt Grade
Leg
A394T0
19
8
Maximum Load per Bolt kg 11385.63
m T17
T18
T19
T20
T21
25
21
17
13
9
55 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Bolt Size mm
Number Of Bolts
Allowable Load kg 9979.03
Diagonal
A394T0
16
3
475.78
6166.05
Horizontal
A394T0
16
3
721.72
6166.05
Leg
A394T0
19
12
7473.75
9979.03
Diagonal
A394T0
16
3
285.10
6166.05
Horizontal
A394T0
16
3
173.00
6166.05
Leg
A394T0
19
16
5614.70
9979.03
Diagonal
A394T0
16
3
300.71
6166.05
Horizontal
A394T0
16
3
198.21
6166.05
Leg
A394T0
19
10
9144.33
9979.03
Diagonal
A394T0
16
3
359.55
6166.05
Horizontal
A394T0
16
3
241.54
6166.05
Leg
A394T0
19
10
10122.82
9979.03
Diagonal
A394T0
16
3
2066.24
14798.46
Horizontal
A394T0
16
3
2566.14
6166.05
Ratio Load Allowable 1.141 0.077 0.117 0.749 0.046 0.028 0.563 0.049 0.032 0.916 0.058 0.039 1.014 0.140 0.416
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
Guy Design Data Section No. T7
Elevation m 64.0000 (A) (400) 64.0000 (B) (399) 64.0000 (C) (398) 64.0000 (D) (397)
Size
Breaking Load kg 19232.32
Actual T kg 4041.16
Allowable Ta kg 9616.16
Required S.F.
16 EHS
Initial Tension kg 1923.23
16 EHS
1923.23
19232.32
1888.89
9616.16
2.000
16 EHS
1923.23
19232.32
4031.50
9616.16
2.000
16 EHS
1923.23
19232.32
5130.77
9616.16
2.000
2.000
Actual S.F. 4.759 10.182 4.771 3.748
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 86 - 83
L64x64x6
m 3.0000
m 1.0000
T2
83 - 80
L64x64x6
3.7577
1.8788
Kl/r
80.2 K=1.00 150.7
Fa
A mm2 768
Actual P kg -669.11
Allow. Pa kg 10242.62
Ratio P Pa 0.065
kPa 130833 45365
768
-1077.24
3551.57
0.303
RISATower
Elevation
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
56 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Section No.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T3
80 - 76
KL/R > 150 (C) - 35 L64x64x10
T4
76 - 72
KL/R > 150 (C) - 59 L64x64x10
4.0000
4.0000
161.7 K=0.50
39385
1116
-2746.75
4482.58
0.613
T5
72 - 68
KL/R > 150 (C) - 75 L64x64x10
4.0000
4.0000
161.7 K=0.50
39385
1116
-4667.47
4482.58
1.041
T6
68 - 64
KL/R > 150 (C) - 91 L64x10+L76x10
4.0000
4.0000
161.7 K=0.50
39385
2477
-8527.90
9949.78
0.857
T7
64 - 60
KL/R > 150 (C) - 107 L76x10+L76x10
4.0000
4.0000
134.1 K=0.50
57221
2723
-11860.58
15885.94
0.747
T8
60 - 56
L76x10+L76x10
4.0000
4.0000
134.1 K=0.50
57221
2723
-15056.41
15885.94
0.948
T9
56 - 52
L76x10+L76x10
4.0000
4.0000
134.1 K=0.50
57221
2723
-18847.59
15885.94
1.186
T10
52 - 48
L102x10+L76x10
4.0000
4.0000
99.9 K=0.50
101516
3206
-23654.99
33192.31
0.713
T11
48 - 44
L102x10+L76x10
4.0000
4.0000
99.9 K=0.50
101516
3206
-28986.51
33192.31
0.873
T12
44 - 40
L102x10+L76x10
4.0000
4.0000
99.9 K=0.50
101516
3206
-31416.63
33192.31
0.947
T13
40 - 36.5
L102x10+L76x10
3.5300
3.5300
88.2 K=0.50
119461
3206
-40892.54
39059.94
1.047
T14
36.5 - 32.5
L102x10+L76x10
4.0342
4.0342
100.8 K=0.50
100150
3206
-41237.36
32745.75
1.259
T15
32.5 - 29
L127x13+L76x10
3.5300
3.5300
70.7 K=0.50
143478
4426
-42188.68
64752.60
0.652
T16
29 - 25
L127x13+L76x10
4.0342
4.0342
80.8 K=0.50
129999
4426
-43299.76
58669.47
0.738
T17
25 - 21
L127x13+L76x10
4.0957
4.0957
82.0 K=0.50
128282
4426
-45542.50
57894.73
0.787
T18
21 - 17
L127x13+L76x10
4.0957
4.0957
82.0 K=0.50
128282
4426
-44842.43
57894.73
0.775
T19
17 - 13
L127x13+L76x10
4.0957
4.0957
82.0 K=0.50
128282
4426
-44917.72
57894.73
0.776
T20
13 - 9
L127x13+L76x10
4.0957
4.0957
82.0 K=0.50
128282
4426
-45721.67
57894.73
0.790
T21
9-0
L127x13+L76x10
9.9925
9.9925
100.1 K=0.25
101312
4426
-50614.12
45722.58
1.107
Allow. Pa kg
Ratio P Pa
4.0000
4.0000
161.7 K=0.50
39385
1116
-1342.68
4482.58
0.300
Diagonal Design Data (Compression) Section No.
Elevation m
Size
L
Lu
m
m
Kl/r
Fa
A
kPa
mm2
Actual P kg
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
57 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T1
m 86 - 83
L51x51x5
m 1.4142
m 0.6622
T2
83 - 80
L51x51x5
2.4759
1.7536
T3
80 - 76
L76x76x10
5.8000
T4
76 - 72
L76x76x10
T5
72 - 68
T6
Kl/r
Fa
A
kPa 115985
175.2 K=1.00
2.8562
5.8000
L76x76x10
68 - 64
T7
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
mm2 461
Actual P kg -294.19
Allow. Pa kg 5455.77
Ratio P Pa 0.054
33533
461
-298.38
1577.35
0.189
191.6 K=1.00
28058
1361
-791.84
3894.75
0.203
2.8562
191.6 K=1.00
28058
1361
-1368.78
3894.75
0.351
5.8000
2.8562
191.6 K=1.00
28058
1361
-2121.91
3894.75
0.545
L76x76x10
5.8000
2.8562
191.6 K=1.00
28058
1361
-1945.64
3894.75
0.500
64 - 60
L76x76x10
5.8000
2.8475
191.0 K=1.00
28228
1361
-2208.89
3918.40
0.564
T8
60 - 56
L76x76x10
5.8000
2.8475
191.0 K=1.00
28228
1361
-2717.64
3918.40
0.694
T9
56 - 52
L76x76x10
5.8000
2.8475
191.0 K=1.00
28228
1361
-3272.76
3918.40
0.835
T10
52 - 48
L76x76x10
5.8000
2.8475
191.0 K=1.00
28228
1361
-3529.15
3918.40
0.901
T11
48 - 44
L76x76x10
5.8000
2.8296
189.8 K=1.00
28587
1361
-3799.68
3968.28
0.958
T12
44 - 40
2L76x76x10
5.8000
2.8296
122.0 K=1.00
68890
2723
-6760.12
19125.77
0.353
T13
40 - 36.5
L102x102x8
4.2701
4.1810
132.7 K=1.00
58427
1548
-680.53
9225.07
0.074
T14
36.5 - 32.5
L102x102x8
4.8938
4.8053
152.6 K=1.00
44233
1548
-1070.34
6983.96
0.153
T15
32.5 - 29
L102x102x8
4.6996
4.6045
146.2 K=1.00
48175
1548
-1147.49
7606.38
0.151
T16
29 - 25
L102x102x8
5.3214
5.2251
165.9 K=1.00
37410
1548
-1493.83
5906.73
0.253
T17
25 - 21
L102x102x8
5.7706
5.6825
180.4 K=1.00
31630
1548
-1427.35
4994.10
0.286
T18
21 - 17
L102x102x8
6.2296
6.1467
195.2 K=1.00
27033
1548
-855.29
4268.22
0.200
T19
17 - 13
L102x102x8
6.7149
6.6359
210.7 K=1.00
23194
1548
-902.13
3662.21
0.246
T20
13 - 9
KL/R > 200 (C) - 343 L102x102x8
7.2213
7.1451
177.8 K=0.50
32564
1548
-1078.64
5141.56
0.210
T21
9-0
2L76x102x10
13.1274
13.0401
146.0 K=0.25
48292
3206
-6198.75
15789.74
0.393
Allow. Pa kg 14739.31
Ratio P Pa 0.034
66.2 K=1.00
Horizontal Design Data (Compression) Section No. T14
Elevation m 36.5 - 32.5
Size
L76x76x10
L m 4.8490
Lu m 2.3735
Kl/r
79.6
Fa kPa 106181
A 2
mm 1361
Actual P kg -502.89
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
58 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=0.50 T15
32.5 - 29
L102x102x8
5.5900
2.7440
43.6 K=0.50
130314
1548
-609.69
20575.55
0.030
T16
29 - 25
L102x102x8
6.2390
3.0560
48.5 K=0.50
127419
1548
-801.41
20118.37
0.040
T17
25 - 21
L102x102x8
6.9800
3.4265
54.4 K=0.50
123800
1548
-2165.16
19546.93
0.111
T18
21 - 17
L102x102x8
8.2250
4.0490
64.3 K=0.50
117292
1548
-378.59
18519.27
0.020
T19
17 - 13
L102x102x8
9.4700
4.6715
58.1 K=0.25
121404
1548
-344.85
19168.59
0.018
T20
13 - 9
L102x102x8
10.7150
5.2940
65.9 K=0.25
116191
1548
-453.41
18345.55
0.025
T21
9-0
L102x102x8
11.9600
5.9165
73.6 K=0.25
110661
1548
-7698.42
17472.38
0.441
Allow. Pa kg 5660.34
Ratio P Pa 0.002
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 86 - 83
L51x51x5
m 1.0000
m 0.9365
T2
83 - 80
L51x51x5
1.0000
0.9365
T3
80 - 76
L76x76x10
4.2000
T4
76 - 72
L76x76x10
T5
72 - 68
T6
Kl/r
Fa
A
kPa 120334
mm2 461
Actual P kg -11.50
59.8 K=1.00
120334
461
-92.72
5660.34
0.016
4.1365
178.4 K=1.00
32360
1361
-307.90
4492.03
0.069
4.2000
4.1365
178.4 K=1.00
32360
1361
-354.84
4492.03
0.079
L76x76x10
4.2000
4.1365
178.4 K=1.00
32360
1361
-862.93
4492.03
0.192
68 - 64
L76x76x10
4.2000
4.1365
178.4 K=1.00
32360
1361
-1166.98
4492.03
0.260
T8
60 - 56
L76x76x10
4.2000
4.1240
177.8 K=1.00
32557
1361
-748.89
4519.30
0.166
T9
56 - 52
L76x76x10
4.2000
4.1240
177.8 K=1.00
32557
1361
-1016.66
4519.30
0.225
T10
52 - 48
L76x76x10
4.2000
4.1240
177.8 K=1.00
32557
1361
-1311.85
4519.30
0.290
T11
48 - 44
L76x76x10
4.2000
4.0980
176.7 K=1.00
32971
1361
-1528.44
4576.84
0.334
T12
44 - 40
L76x76x10
4.2000
4.0980
176.7 K=1.00
32971
1361
-3108.06
4576.84
0.679
T13
40 - 36.5
L76x76x10
4.2000
2.0490
137.4 K=1.00
54517
1361
-1091.43
7567.60
0.144
59.8 K=1.00
Inner Bracing Design Data (Compression)
RISATower
Elevation
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
59 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH Project
I. P. DOLMEN S.A.
Section No.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T13
m 40 - 36.5
L76x76x8
m 2.9698
m 2.9698
T14
36.5 - 32.5
L76x76x8
3.4288
3.4288
T15
32.5 - 29
L76x76x8
3.9527
T16
29 - 25
KL/R > 250 (C) - 273 L76x76x8
T17
25 - 21
T18
Kl/r
Fa
A
kPa 26128
229.2 K=1.00
3.9527
4.4116
KL/R > 250 (C) - 293 L76x76x8
21 - 17
T19
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
mm2 1148
Actual P kg -82.30
Allow. Pa kg 3059.61
Ratio P Pa 0.027
19602
1148
-52.24
2295.41
0.023
264.2 K=1.00
14749
1148
-34.00
1727.19
0.020
4.4116
294.9 K=1.00
11840
1148
-33.49
1386.55
0.024
4.9356
4.9356
329.9 K=1.00
9460
1148
-44.89
1107.78
0.041
KL/R > 250 (C) - 313 L102x102x6
5.8160
5.8160
288.0 K=1.00
12412
1252
-32.29
1584.09
0.020*
17 - 13
KL/R > 250 (C) - 336 L102x102x6
6.6963
6.6963
331.6 K=1.00
9363
1252
-36.22
1194.95
0.030*
T20
13 - 9
KL/R > 250 (C) - 356 L102x102x6
7.5766
7.5766
375.2 K=1.00
7313
1252
-40.26
933.40
0.043*
T21
9-0
KL/R > 250 (C) - 376 L102x102x6
8.4570
8.4570
418.8 K=1.00
5870
1252
-182.65
749.19
0.244*
A 2
Allow. Pa kg 12007.27
Ratio P Pa 0.035
198.5 K=1.00
KL/R > 250 (C) - 396
*
DL controls
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
T1
m 86 - 83
L64x64x6
m 3.0000
m 1.0000
51.2
kPa 224080
mm 525
Actual P kg 421.64
T2
83 - 80
L64x64x6
3.7577
1.8788
96.2
224080
525
908.31
12007.27
0.076
T3
80 - 76
L64x64x10
4.0000
4.0000
209.1
224080
693
1163.64
15828.97
0.074
T4
76 - 72
L64x64x10
4.0000
4.0000
209.1
224080
693
2457.03
15828.97
0.155
T5
72 - 68
L64x64x10
4.0000
4.0000
209.1
224080
693
4421.73
15828.97
0.279
T6
68 - 64
L64x10+L76x10
4.0000
4.0000
323.4
206843
2477
7405.67
52253.86
0.142
T7
64 - 60
L76x10+L76x10
4.0000
4.0000
268.3
206843
2723
6194.94
57424.81
0.108
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Section No.
Elevation
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
60 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T8
60 - 56
L76x10+L76x10
4.0000
4.0000
268.3
206843
2723
8850.41
57424.81
0.154
T9
56 - 52
L76x10+L76x10
4.0000
4.0000
268.3
206843
2723
11808.87
57424.81
0.206
T10
52 - 48
L102x10+L76x10
4.0000
4.0000
199.8
206843
3206
15618.64
67630.64
0.231
T11
48 - 44
L102x10+L76x10
4.0000
4.0000
199.8
206843
3206
20086.75
67630.64
0.297
T12
44 - 40
L102x10+L76x10
4.0000
4.0000
199.8
206843
3206
22940.35
67630.64
0.339
T13
40 - 36.5
L102x10+L76x10
3.5300
3.5300
176.4
206843
3206
29173.85
67630.64
0.431
T14
36.5 - 32.5
L102x10+L76x10
4.0342
4.0342
201.6
206843
3206
29363.45
67630.64
0.434
T15
32.5 - 29
L127x13+L76x10
3.5300
3.5300
141.4
206843
4426
29917.05
93349.34
0.320
T16
29 - 25
L127x13+L76x10
4.0342
4.0342
161.6
206843
4426
30461.87
93349.34
0.326
T17
25 - 21
L127x13+L76x10
4.0957
4.0957
164.0
206843
4426
31789.12
93349.34
0.341
T18
21 - 17
L127x13+L76x10
4.0957
4.0957
164.0
206843
4426
30209.99
93349.34
0.324
T19
17 - 13
L127x13+L76x10
4.0957
4.0957
164.0
206843
4426
29332.69
93349.34
0.314
T20
13 - 9
L127x13+L76x10
4.0957
4.0957
164.0
206843
4426
29041.35
93349.34
0.311
T21
9-0
L127x13+L76x10
9.9925
9.9925
400.2
206843
4426
31148.65
93349.34
0.334
Allow. Pa kg 7005.28
Ratio P Pa 0.040
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.6622
42.3
kPa 148927
mm2 461
Actual P kg 281.05
T1
m 86 - 83
L51x51x5
m 1.4142
T2
83 - 80
L51x51x5
2.4759
1.7536
111.9
148927
461
179.30
7005.28
0.026
T3
80 - 76
L76x76x10
5.8000
2.8562
123.2
148927
1361
698.36
20672.93
0.034
T4
76 - 72
L76x76x10
5.8000
2.8562
123.2
148927
1361
1191.71
20672.93
0.058
T5
72 - 68
L76x76x10
5.8000
2.8562
123.2
148927
1361
1773.66
20672.93
0.086
T6
68 - 64
L76x76x10
5.8000
2.8562
123.2
148927
1361
2085.50
20672.93
0.101
T7
64 - 60
L76x76x10
5.8000
2.8475
122.8
148927
1361
1419.70
20672.93
0.069
T8
60 - 56
L76x76x10
5.8000
2.8475
122.8
148927
1361
1665.06
20672.93
0.081
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
61 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T9
56 - 52
L76x76x10
5.8000
2.8475
122.8
148927
1361
2162.16
20672.93
0.105
T10
52 - 48
L76x76x10
5.8000
2.8475
122.8
148927
1361
2520.36
20672.93
0.122
T11
48 - 44
L76x76x10
5.8000
2.8296
122.0
148927
1361
2827.91
20672.93
0.137
T12
44 - 40
2L76x76x10
5.8000
2.8296
122.0
148927
2723
4794.47
41345.86
0.116
T13
40 - 36.5
L102x102x8
4.2701
4.1810
132.7
148927
1548
481.37
23514.24
0.020
T14
36.5 - 32.5
L102x102x8
4.8938
4.8053
152.6
148927
1548
841.69
23514.24
0.036
T15
32.5 - 29
L102x102x8
4.6996
4.6045
146.2
148927
1548
872.15
23514.24
0.037
T16
29 - 25
L102x102x8
5.3214
5.2251
165.9
148927
1548
1187.75
23514.24
0.051
T17
25 - 21
L102x102x8
5.7706
5.6825
180.4
148927
1548
1064.01
23514.24
0.045
T18
21 - 17
L102x102x8
6.2296
6.1467
195.2
148927
1548
398.48
23514.24
0.017
T19
17 - 13
L102x102x8
6.7149
6.6359
210.7
148927
1548
348.69
23514.24
0.015
T20
13 - 9
L102x102x8
7.2213
7.1451
226.9
148927
1548
417.21
23514.24
0.018
T21
9-0
2L76x102x10
13.1274
13.0401
584.1
148927
3206
5102.42
48694.06
0.105
Allow. Pa kg 20672.93
Ratio P Pa 0.027
L/R > 500 (T) - 388
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.3735
102.3
kPa 148927
mm2 1361
Actual P kg 551.02
T14
m 36.5 - 32.5
L76x76x10
m 4.8490
T15
32.5 - 29
L102x102x8
5.5900
2.7440
87.1
148927
1548
687.85
23514.24
0.029
T16
29 - 25
L102x102x8
6.2390
3.0560
97.0
148927
1548
908.71
23514.24
0.039
T17
25 - 21
L102x102x8
6.9800
3.4265
108.8
148927
1548
1419.49
23514.24
0.060
T18
21 - 17
L102x102x8
8.2250
4.0490
128.6
148927
1548
519.00
23514.24
0.022
T19
17 - 13
L102x102x8
9.4700
4.6715
148.3
148927
1548
594.65
23514.24
0.025
T20
13 - 9
L102x102x8
10.7150
5.2940
168.1
148927
1548
724.61
23514.24
0.031
T21
9-0
L102x102x8
11.9600
5.9165
187.8
148927
1548
4806.86
23514.24
0.204
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section No.
Elevation
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
62 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
mm2
16:29:23 09/24/13 Designed by
Ing. C. Londoño M.
Actual P kg
Allow. Pa kg
Ratio P Pa
Allow. Pa kg 7005.28
Ratio P Pa 0.002
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
T1
m 86 - 83
L51x51x5
m 1.0000
T2
83 - 80
L51x51x5
T3
80 - 76
T4
Kl/r
Fa
A
m 0.9365
59.8
kPa 148927
mm2 461
Actual P kg 11.28
1.0000
0.9365
59.8
148927
461
67.91
7005.28
0.010
L76x76x10
4.2000
4.1365
178.4
148927
1361
540.93
20672.93
0.026
76 - 72
L76x76x10
4.2000
4.1365
178.4
148927
1361
686.42
20672.93
0.033
T5
72 - 68
L76x76x10
4.2000
4.1365
178.4
148927
1361
1404.47
20672.93
0.068
T6
68 - 64
L76x76x10
4.2000
4.1365
178.4
148927
1361
1486.54
20672.93
0.072
T7
64 - 60
L76x76x10
4.2000
4.1240
177.8
148927
1361
1726.59
20672.93
0.084
T8
60 - 56
L76x76x10
4.2000
4.1240
177.8
148927
1361
1892.22
20672.93
0.092
T9
56 - 52
L76x76x10
4.2000
4.1240
177.8
148927
1361
2373.83
20672.93
0.115
T10
52 - 48
L76x76x10
4.2000
4.1240
177.8
148927
1361
2649.75
20672.93
0.128
T11
48 - 44
L76x76x10
4.2000
4.0980
176.7
148927
1361
2787.67
20672.93
0.135
T12
44 - 40
L76x76x10
4.2000
4.0980
176.7
148927
1361
4987.20
20672.93
0.241
T13
40 - 36.5
L76x76x10
4.2000
2.0490
88.4
148927
1361
1579.99
20672.93
0.076
Allow. Pa kg 17439.72
Ratio P Pa 0.003
Inner Bracing Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.9698
126.8
kPa 148927
mm2 1148
Actual P kg 60.61
T13
m 40 - 36.5
L76x76x8
m 2.9698
T14
36.5 - 32.5
L76x76x8
3.4288
3.4288
146.4
148927
1148
27.95
17439.72
0.002
T15
32.5 - 29
L76x76x8
3.9527
3.9527
168.8
148927
1148
7.20
17439.72
0.000
T16
29 - 25
L76x76x8
4.4116
4.4116
188.4
148927
1148
3.60
17439.72
0.000
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
63 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
16:29:23 09/24/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
86 - 83
Leg Diagonal
L64x64x6 L51x51x5
3 10
-669.11 -294.19
13653.41 7272.53
Pass Pass
Top Girt
L51x51x5
8
-11.50
7545.23
4.9 4.0 7.6 (b) 0.2 0.3 (b) 22.8 14.2 1.2 1.9 (b) 22.5 15.3 5.1 46.0 26.4 5.9 78.1 40.9 14.4 64.3 37.5 19.5 56.0 42.3 6.3 8.8 (b) 42.0 19.6 41.9 53.4 71.1 52.0 12.4 89.0 62.7 16.9 53.5 67.6 21.8 65.5 71.8 25.1 71.0 78.7 (b) 26.5 50.9 78.5 5.5 10.8 2.0 94.5 11.5 2.6 1.7 48.9 52.9 (b) 11.3 2.2 2.8 (b)
T2
83 - 80
Leg Diagonal Top Girt
L64x64x6 L51x51x5 L51x51x5
35 54 38
-1077.24 -298.38 -92.72
4734.24 2102.61 7545.23
T3
80 - 76
T4
76 - 72
T5
72 - 68
T6
68 - 64
T7
64 - 60
Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt
L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L64x64x10 L76x76x10 L76x76x10 L64x10+L76x10 L76x76x10 L76x76x10 L76x10+L76x10 L76x76x10 L76x76x10
59 66 64 75 84 80 91 100 96 107 116 112 123 132 126
-1342.68 -791.84 -307.90 -2746.75 -1368.78 -354.84 -4667.47 -2121.91 -862.93 -8527.90 -1945.64 -1166.98 -11860.58 -2208.89 1726.59
5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 5975.28 5191.70 5987.87 13263.05 5191.70 5987.87 21175.96 5223.22 27557.02
Guy A@64 Guy B@64 Guy C@64 Guy D@64 Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg Diagonal Top Girt Leg
16 16 16 16 L76x10+L76x10 L76x76x10 L76x76x10 L76x10+L76x10 L76x76x10 L76x76x10 L102x10+L76x10 L76x76x10 L76x76x10 L102x10+L76x10 L76x76x10 L76x76x10 L102x10+L76x10
400 399 398 397 139 148 144 155 164 160 171 180 176 187 196 192 203
4041.16 1888.89 4031.50 5130.77 -15056.41 -2717.64 -748.89 -18847.59 -3272.76 -1016.66 -23654.99 -3529.15 -1311.85 -28986.51 -3799.68 -1528.44 -31416.63
9616.16 9616.16 9616.16 9616.16 21175.96 5223.22 6024.23 21175.96 5223.22 6024.23 44245.35 5223.22 6024.23 44245.35 5289.71 6100.93 44245.35
Diagonal Top Girt Leg Diagonal Top Girt Inner Bracing Leg Diagonal Horizontal Inner Bracing Leg
2L76x76x10 L76x76x10 L102x10+L76x10 L102x102x8 L76x76x10 L76x76x8 L102x10+L76x10 L102x102x8 L76x76x10 L76x76x8 L127x13+L76x10
212 208 219 230 224 226 239 243 241 253 259
-6760.12 -3108.06 -40892.54 -680.53 -1091.43 -82.30 -41237.36 -1070.34 -502.89 -52.24 -42188.68
25494.66 6100.93 52066.90 12297.02 10087.61 4078.46 43650.08 9309.62 19647.49 3059.79 86315.21
Diagonal Horizontal
L102x102x8 L102x102x8
263 261
-1147.49 -609.69
10139.31 27427.20
T8
60 - 56
T9
56 - 52
T10
52 - 48
T11
48 - 44
T12
44 - 40
T13
40 - 36.5
T14
36.5 - 32.5
T15
32.5 - 29
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass
RISATower I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Project
Date
EVALUACION ESTRUCTURAL EB. PLANADAS CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
T16
29 - 25
Inner Bracing Leg
L76x76x8 L127x13+L76x10
273 279
-34.00 -43299.76
2302.35 78206.40
Diagonal Horizontal
L102x102x8 L102x102x8
283 281
-1493.83 -801.41
Inner Bracing Leg
L76x76x8 L127x13+L76x10
293 299
-33.49 -45542.50
Diagonal Horizontal
L102x102x8 L102x102x8
309 307
-1427.35 -2165.16
Inner Bracing Leg Diagonal Horizontal
L76x76x8 L127x13+L76x10 L102x102x8 L102x102x8
313 319 329 327
-44.89 -44842.43 -855.29 519.00
Inner Bracing Leg Diagonal Horizontal
L102x102x6 L127x13+L76x10 L102x102x8 L102x102x8
336 339 343 341
-32.29 -44917.72 -902.13 594.65
Inner Bracing Leg
L102x102x6 L127x13+L76x10
356 359
-36.22 -45721.67
Diagonal Horizontal
L102x102x8 L102x102x8
363 361
-1078.64 724.61
Inner Bracing Leg Diagonal Horizontal Inner Bracing
L102x102x6 L127x13+L76x10 2L76x102x10 L102x102x8 L102x102x6
376 379 389 387 396
-40.26 -50614.12 -6198.75 -7698.42 -182.65
25 - 21
T18
21 - 17
T19
17 - 13
T20
13 - 9
T21
9-0
16:29:23 09/24/13
Client
No.
T17
64 of 64
TORRE DE 80+6 m Ext-CUADRADA PATA=18.10m V=120 KPH
Calle 101 No. 70 G - 25.
Section
Page
Job
Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
1.5 55.4 81.4 (b) 7873.67 19.0 26817.78 3.0 3.7 (b) 1848.27 1.8 77173.67 59.0 85.6 (b) 6657.13 21.4 26056.06 8.3 8.8 (b) 1476.67 3.0 77173.67 58.1 5689.54 15.0 31344.47 1.7 2.1 (b) 1584.09 2.0 77173.67 58.2 4881.72 18.5 31344.47 1.9 2.4 (b) 1194.95 3.0 77173.67 59.2 68.7 (b) 6853.70 15.7 31344.47 2.3 2.9 (b) 933.40 4.3 60948.19 83.0 21047.72 29.5 23290.69 33.1 749.19 24.4 Summary Leg (T14) 94.5 Diagonal 71.8 (T11) Horizontal 33.1 (T21) Top Girt 50.9 (T12) Inner 24.4 Bracing (T21) Guy A (T7) 42.0 Guy B (T7) 19.6 Guy C (T7) 41.9 53.4 Guy D (T7) Bolt Checks 85.6 RATING = 94.5
Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=80+6m C. NUEVA+REF EB. PLANADAS.eri
Maximum Values
TIA/EIA-222-F - Service - 60 kph
Deflection (mm)
Elevation (m)
0 86.0000
50
Tilt (deg) 100
0
0.05
Twist (deg) 0.1
0
0.05
0.1 86.0000
83.0000
83.0000
80.0000
80.0000
76.0000
76.0000
72.0000
72.0000
68.0000
68.0000
64.0000
64.0000
60.0000
60.0000
56.0000
56.0000
52.0000
52.0000
48.0000
48.0000
44.0000
44.0000
40.0000
40.0000
36.5000
36.5000
32.5000
32.5000
29.0000
29.0000
25.0000
25.0000
21.0000
21.0000
17.0000
17.0000
13.0000
13.0000
9.0000
9.0000
0.0000 0
0.0000 50
100
0
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.05
Job:
0.1
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC80+6 m Ext. PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS.eri
Feedline Distribution Chart 0.0000 - 86.0000 Round
86.0000
83.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
83.0000
83.0000
Face D
86.0000
83.0000
83.0000
80.0000
80.0000
76.0000
76.0000
73.0000
73.0000
73.0000
72.0000
72.0000
69.0000
69.0000
69.0000
68.0000
68.0000
65.0000
65.0000
65.0000
64.0000
64.0000
61.0000
61.0000
61.0000
60.0000
60.0000
57.0000
57.0000
57.0000
56.0000
56.0000
53.0000
53.0000 52.0000
48.0000
48.0000
36.5000
32.5000
29.0000
25.0000
21.0000 19.0000
19.0000
17.0000
19.0000
(2) 3 (1 ANT RF N)
44.0000
40.0000
36.5000
32.5000
29.0000
25.0000
1/2 (1 ANT TV E)
39.0000
1/2 (2 ANT TV E)
40.5000
39.0000
1/2 (2 ANT TV E)
40.5000
39.0000
(2) 1/2 (4 ANT TV E)
40.5000
(2) 1/2 (4 ANT TV E)
42.0000
(2) 1/2 (4 ANT TV E)
42.0000
(2) 1/2 (4 ANT TV E)
40.0000
42.0000
(2) 1/2 (4 ANT TV E)
44.0000
(2) 1/2 (4 ANT TV E)
21.0000
17.0000
13.0000
13.0000 7/8 (1 ANT MW E)
Elevation (m)
53.0000 52.0000
9.0000
0.0000
9.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA CABLES GUIA DE ONDA-TC80+6 m Ext. PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS.eri
Stress Distribution Chart 0.0000 - 86.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
86.0000
86.0000
83.0000
83.0000
80.0000
80.0000
76.0000
76.0000
72.0000
72.0000
68.0000
68.0000
64.0000
64.0000
60.0000
60.0000
56.0000
56.0000
52.0000
52.0000
48.0000
48.0000
44.0000
44.0000
40.0000
40.0000
36.5000
36.5000
32.5000
32.5000
29.0000
29.0000
25.0000
25.0000
21.0000
21.0000
17.0000
17.0000
13.0000
13.0000
9.0000
9.0000
0.0000
0.0000
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
DIAGRAMA DE ESFUERZOS-TC80+6 m Ext. PATA=18.10m V=120 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. PLANADAS - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/24/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC80m EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS\TC80+6m C. NUEVA+REF EB. PLANADAS.eri
CHEQUEO DE CIMENTACION PLACA BASE Y PERNOS DE ANCLAJE. EB. PLANADAS.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
TORRE 80+6m RB. PLANADAS.
I. P. DOLMEN S.A.
7. Rev. CIMENTACION TIPO ZAPATA PARA TORRES OBRA:
TORRE TELECOMUNICACIONES H=80+6m EB. PLANADAS. ITEM
Sim.
Un.
REACCIONES MAXIMAS DE TRABAJO SEGUN PROGRAMA TOWER Compresión (-) Fz Kg Corte l Fx Kg Corte t Fy Kg Traccion (+) Fza Kg Corte l Fxa Kg Corte t Fya Kg
-41.175,00 -12.286,00 12.499,00 21.152,00 -5.489,00 5.310,00
REACCIONES MAXIMAS ULTIMAS SEGÚN PROGRAMA TOWER Compresión (-) Fz' Kg Corte l Fx' Kg Corte t Fy' Kg Arranque (+) Fza' Kg Corte l Fxa' Kg Corte t Fya' Kg
-57.645,00 -17.200,40 17.498,60 29.612,80 -7.684,60 7.434,00
ACCIONES MAXIMAS DE TRABAJO SEGÚN EJE DEL MONTANTE Compresión (-)
Fc
Kg
41.175,00
Corte l
Ft
Kg
12.286,00
Corte t
Fl
Kg
12.499,00
Arranque (+)
Fa
Kg
21.152,00
Corte l
Fta
Kg
5.489,00
Corte t
Fla
Kg
5.310,00
ACCIONES MAXIMAS ULTIMAS SEGUN EJE DEL MONTANTE Compresión (-)
Fc'
Kg
Corte l
Ft'
Kg
17.200,40
Corte t
Fl'
Kg
17.498,60
Arranque (+)
Fa'
Kg
29.612,80
Corte l
Fta'
Kg
7.684,60
Corte t
Fla'
Kg
7.434,00
Kg/cm2 2 Kg/cm Kg/m3 º
Kg/m3 2 Kg/cm 2 Kg/cm
1,50 1,88 1700 25,0 2,46 0,41 2,46 2.400 210 4.200
CARACTERISTICAS DE LOS MATERIALES Cap. portante suelo σ σa γs Peso unit. suelo Angulo cono β K pasivo Kp' K activo Ka Kp Kp γc Peso unit. concreto Resis.Comp.Concreto f'c Esf. Fluencia Acero fy
57.645,00
GEOMETRIA
clm/rcg
Angulo montante
φ
º
0,0000
Lado zapata
L
m
3,50
Lado pedestal
B
m
0,75
Espesor zapata
s
m
0,60
Profundidad zapata
H
m
4,10
Alt. ped. sobre suelo
H3
m
0,20
Alt. ped. enterrada
H2
m
3,50
Altura total cimiento
H1
m
4,30
7.1
Rev.Cim-TC90+6 EB. PLANADAS-Cap. 7
TORRE 80+6m RB. PLANADAS.
I. P. DOLMEN S.A. Altura pedestal
Hp
m
3,70
Recubrimiento
a
m
0,070
Altura efec. concreto
d
m
0,530
Volumen zapata
Vz
m³
7,35
Volumen pedestal
Vp
m³
2,08
Volumen Concreto
Vc
m³
9,43
Peso concreto
Wc
Kg
22635
Volumen suelo 1
Vs1
m³
40,91
Volumen suelo 2
Vs2
m³
54,87
Volumen suelo 3
Vs3
m³
15,69
Volumen total suelo
Vs
m³
111,47
Peso suelo
Ws
Kg
189500
VOLUMENES Y PESOS
ARRANCAMIENTO Hipotesis crítica F.S. Arrancamiento
FSa
Checheo Arrancam.
(Wc+Ws)/Fa
10,03
FSa > 1.50
O.K.
ESFUERZOS ACTUANTES SOBRE EL SUELO (CARGAS DE TRABAJO) Hipotesis crítica Compresión
P
Kg
ht
m
133351 2,80
Rt
Kg
12286
hl
m
2,82
Rl
Kg
12499
Momento transversal
MT
Kg*m
26005
Momento longitudinal
ML
Kg*m
25364
σp
Kg/m2
10886
σt
Kg/m
2
3550
σl
Kg/m
2
3639
σs
Kg/m2
1
Kg/m
2
Kg/m2
3826
3
Kg/m2
4005
2
6970
2
4
Kg/m
σmax
Kg/m2
σmin
Kg/m
2
11105
-3273 mayor 1, 2, 3, 4 menor 1, 2, 3, 4 ≈ σ σmax < σa
Checheo Capacidad
11105 -3273 O.K.
CHEQUEO AL VOLCAMIENTO Hipotesis crítica COMPRESION
MR1
Kg-m
233364
Momento trans. 1
MT1
Kg*m
53746
Momento long. 1
ML1
Kg*m
52830
Momento trans. 2
MT2
Kg*m
27740
Momento long. 2
ML2
Kg*m
27465
Mom. restaur. trans.
MRT
Kg*m
261104
Mom. restaur. long.
MRL
Kg*m
260829
Momento restaurador
MRc
Kg-m
369062
Mv
Kg-m
324061
Momento al vuelco
clm/rcg
7.2
Rev.Cim-TC90+6 EB. PLANADAS-Cap. 7
TORRE 80+6m RB. PLANADAS.
I. P. DOLMEN S.A. F.S. vuelco compres.
FSvc
MRc/Mv
1,25
Hipotesis crítica TRACCION
MR1
Kg-m
371236
ht
m
1,87
Rt
Kg
5489
hl
m
1,84
Rl
Kg
5310
MT1
Kg-m
22833
ML1
Kg-m
23603
MT2
Kg-m
15262
ML2
Kg-m
15664
Mom. restaur. trans.
MRT
Kg*m
386498
Mom. restaur. long.
MRL
Kg*m
386900
Momento restaurador
MRa
Kg-m
546875
Momento vuelco 1
Mv1
Kg-m
37016
Mom. vuelco trans.
Mvt
Kg-m
59849
Mom. vuelco long.
Mvl
Kg-m
60619
Momento vuelvo
Mva
Kg-m
85185
F.S. vuelco tracción
FSvt
MRa/Mva
6,42
F.S. volcamiento
FSv
menor FSvc, FSvt
1,25
FSv > 1.50
O.K.
Checheo Volcam.
clm/rcg
7.3
Rev.Cim-TC90+6 EB. PLANADAS-Cap. 7
TORRE 80+6m RB. PLANADAS.
I. P. DOLMEN S.A. CALCULO DE VIGA DE AMARRE
L A= Pter W= L= Mu= b= d= K= ro= As=
b FLEXION d
colocar
12,25 m2 0,65 3,27 t/m 4,77 m 1188,67 t-cm 50 cm 110 cm 0,00196 0,00330 18,15 cm² 3 No 5
CORTANTE V= vu= Ø vc=
7,789 2,266 6,350
t kg/cm² kg/cm²
No requiere Refuerzo a cortante colocar E Ø 3/8" cada 16 cm
clm/rcg
7.1
Rev.Cim-TC90+6 EB. PLANADAS-Cap. 7
ESTRUCTURA: REV. TC80+6m P=18.100m-EB. PLANADAS. CARGAS ACTUANTES Tension Maxima Comprexion Maxima Fuerza Longitudinal en X Fuerza Transversal en Y
T C Hx Hy
(ton) (ton) (ton) (ton)
21,152 -41,175 -12,286 12,499
-5,489 5,310
CALCULO DE PLACA - BASE PLACA BASE
B
C
t
Dp
m
cm. 50
cm. 50
cm 2,2
cm 5
cm. 20,0
Dimension pedestal (cm) Bp Cp 75 75
C
P B
m n t p Dp
Area Placa Colocada Ac 2.500 cm2 Acero A-36 Fy= 2.530 Kg /cm² Distancia n 10,0 cm Area Requerida placa base Ar Apoyo contacto pedestal Fp Presion de Apoyo pp Esfuerzo de Flexion por Compresion Esfuerzo de Flexion Distancia al borde Espesor Placa Base C
Concreto. 373 110,250 16,470
cm2 Kg / cm² kg / cm²
Fb Fb m
1.645 20,0
Kg / cm² cm
t
1,73
cm
cm
Esfuerzo de Flexion por Arranque
Fb¨
Distancia al perno
Dp
5
Fuerza en el Perno Momento de Flexion
Pt Mf
3,53 15,9
Ton - cm
Espesor de la Placa Base Arr
t
1,48
cm
Espesor Minimo Placa Base
t
1,73
cm
Lado de la placa Base
B
500
mm
Espesor de la Placa Base
t
22
mm
f'c=
210
Kg / cm²
Acero A-36
Ton
OK CUMPLE
No pernos
un 6,0
ESTRUCTURA: REV. TC80+6m P=18.100m-EB. PLANADAS.
DISEÑO DE PERNOS DE ANCLAJE
Diametro de los Pernos Material de los Pernos Cantidad de Pernos Area Total de Pernos Factor de Rosca Numero de Hilos por Pulgada Area Efectiva de Pernos Cargas de Trabajo Fuerza de Arranque Fuerza de Cortante Fuerza de Cortante Fuerza de Cortante Esfuerzo de Fluencia Resistencia a la Tension Resistencia al Corte Area Efectiva de cada Perno Area Total por Perno Area Requerida por Arranque Area Requerida Arranque Diseño Numero de Pernos Minimo
dp
0,88
plg
dp
2,22
cm
SAE 1045 CALIBRADO Atp
un cm²
0,85 hp
9
Ap
17,88
cm²
T
21,15
ton
Vux
-5,49
ton
Vuy
12,50
ton
Vu
13,65
ton
Fy
5,20
ton/cm²
Ft
3,36
ton/cm²
Fv
2,24
ton/cm²
Ae
2,98
cm²
Ap
3,88
cm²
At
2,3
cm²
Atm
3,2
cm²
Np
2
un
Pernos a Colocar Diametro del Perno Area Neta de Pernos
6 23,28
Anp
AREA DE PERNOS > AREA REQUERIDA
6
un
22
mm
17,88
cm²
OK CUMPLE
Bogotá, D.C. 17 de Septiembre de 2013.
MEMORIAL DE RESPONSABILIDAD Yo, CARLOS EDUARDO LONDOÑO MESA, Ingeniero Civil, debidamente Titulado e inscrito con matrícula profesional No. 25202-37439 otorgada por el Consejo Profesional de Cundinamarca, he realizado LA EVALUACION ESTRUCTURAL PARA UNA TORRE DE SECCION CUADRADA VARIABLE, VARIABLE de 80 metros de altura, Localizada En la ESTACION EB. PLANADAS, Localizada en la Vereda de Planadas, Municipio de Calarca, Departamento del Quindío, para una velocidad de viento de 120 KPH, que está soportando antenas MW y RF. La evaluación y recomendaciones han sido hechas siguiendo los parámetros establecidos en la NORMA TIA/EIATIA/EIA-222222-F y las NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCIÓN SISMOSISMO-RESISTENTE, NSRNSR-10. Por lo tanto, asumo la responsabilidad por los perjuicios que puedan ocasionar los diseños presentados y exonero al Departamento de Planeación del Municipio de Calarca, de cualquier eventualidad referente a dicha torre instalada para telecomunicaciones, bajo las condiciones anteriormente expuestas y descritas en la memoria de cálculo. ATENTAMENTE.,
ING. CARLOS EDUARDO LONDOÑO MESA. MAT. PROF. 25202-37439 CND.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
CERTIFICADO DE VIGENCIA Y ANTECEDENTES DISCIPLINARIOS N° 17847582
REPÚBLICA DE COLOMBIA CONSEJO PROFESIONAL NACIONAL DE INGENIERÍA COPNIA EL DIRECTOR GENERAL CERTIFICA: 1. Que LONDOÑO MESA, CARLOS EDUARDO con Cédula de Ciudadanía N° 91228746, se encuentra inscrito (a) en el Registro Profesional Nacional que lleva ésta entidad, como INGENIERO CIVIL, con Matrícula Profesional No. 25202-37439 CND desde el (los) veintidos (22) día(s) del mes de noviembre del año mil novecientos noventa (1990). 2. Que la Matrícula Profesional es la autorización que expide el Estado para que el titular ejerza su profesión en todo el territorio de la República de Colombia, de conformidad con lo dispuesto en la Ley 842 de 2003. 3. Que la referida Matrícula Profesional se encuentra vigente, por lo cual el profesional certificado actualmente NO está impedido para ejercer la profesión. 4. Que el profesional NO tiene antecedentes disciplinarios ético-profesionales. 5. Que la presente certificación tiene una validez de seis (6) meses y se expide en Bogotá, D.C., a los nueve (9) día(s) del mes de julio del año dos mil trece (2013).
CARLOS ALBERTO JARAMILLO JARAMILLO
___________________________________________ Firma del Titular (*) _ (*) Con el fin de verificar que el titular autoriza su participación en procesos estatales de selección de contratistas. La falta de firma del titular no invalida el Certificado. El presente es un documento público expedido electrónicamente con firma mecánica (Artículo 12, Decreto 2150 de 1995) y con firma digital que garantiza su plena validez jurídica y probatoria según lo establecido en la Ley 527 de 1999. Para verificar la integridad e inalterabilidad del presente documento consulte en el sitio web: www.copnia.gov.co, digitando el siguiente número de certificado: 17847582 y el código de verificación: RTI5F207 Calle 78 N°9 - 57 Piso 13 - Bogotá D.C. Pbx: 3220102 - correo-e:
[email protected] www.copnia.gov.co
INFORME FOTOGRAFICO. EB. PLANADAS.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
REGISTRO FOTOGRAFICO Cliente: Dirección :
RTVC
Nombre :
EB. PLANADAS.
VEREDA PLANADAS.
Foto General de Torre
Panoramica de la Torre
1/9
Ciudad :
CALARCA
Depto :
QUINDIO
REGISTRO FOTOGRAFICO
Photo 1
Photo 2
Panorámica 2
Panorámica 3
Photo 3
Photo 4
placa base y pedestal
Base tramo 1 Torre 2/9
REGISTRO FOTOGRAFICO
Photo 5
Photo 6
Placa base parte interior
Escalera de cables y cierre inferior
Photo 8
Llegada de riendas a montante
Llegada de riendas a montante 3/9
REGISTRO FOTOGRAFICO
Photo 9
Photo 10
Espesor de montante inicial
Ancho de montante inicial
Photo 11
Photo 12
Diametro de tornillos en montantes
Detalle de antenas MW 4/9
REGISTRO FOTOGRAFICO
Photo 14
Detalle soportes y antenas
Detalle soportes y antenas
Photo 15
Photo 16
Detalle soportes y antenas
Detalle empalme de montantes 5/9
REGISTRO FOTOGRAFICO
Photo 17
Photo 17
Primera transición
Segunda transición
Photo 33
Photo 34
Tercera transición
Cierre interno 6/9
REGISTRO FOTOGRAFICO
Photo 35
Photo 36
Cierre interno
Cierres internos y escaleras
Photo 37
Photo 38
Parte interna torre y escaleras
Detalle luces de obstrucción 7/9
REGISTRO FOTOGRAFICO
Photo 39
Photo 40
Cierres internos torre
Legada de diagonales y Cierres internos torre
Photo 41
Photo 42
Detalle excavaciones
Detalle excavaciones 8/9
REGISTRO FOTOGRAFICO
Photo 53
Photo 54
Detalle excavaciones
Detalle excavaciones
Photo 55
Photo 56
Pararrayos
Panoramica tramo inicial 9/9
