Radio Televisión Nacional de Colombia.
MEMORIAS DE CÁLCULO ESTRUCTURAL. TORRE CUADRADA H=65.0m SECCION VARIABLE. ANCHO DE PATA = 12.900m
ESTACION BASE: SIMON BOLIVAR. Ubicada en San Andres - Islas.
Departamento de San Andres. Septiembre 2013.
INFORME TECNICO. Condición Actual Se requiere refuerzo. Eficiencia General Condición Nueva + Refuerzo: Montantes 67.9%, Diagonales 68.2%, Horizontales 58.6% y Tornillos 59.4%.
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INDICE PAG.
1.0 Introducción
2
2.0 Cargas muertas
4
3.0 Cargas vivas
4
4.0 Cargas de viento
4
5.0 Análisis y diseño estructurales
5
6.0 Conclusiones 7.0 Recomendaciones 8.0 Chequeo de Cimentación 9.0 Inspección Técnica Anexo A (Silueta de levantamiento – condición actual) Anexo b (Silueta de cálculo) Anexo A (Silueta de condición nueva + Refuerzo) Anexo C (Graficas de Deflexiones, Cables guía de onda y Esfuerzos)
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1.0 INTRODUCCION 1.1 OBJETO El objeto de este documento es la verificación del diseño estructural de la torre metálica cuadrada de sección variable de 65.0 metros de altura. Ubicada en la estación: EB. SIMON BOLIVAR – San Andres Islas. Que soporta antenas RF y MW. La torre es de sección cuadrada, montantes, diagonales y horizontales a base de ángulos de lados iguales, el ancho de la pata es de 12.900 m. Esta medida es variable hasta llegar a una altura de 12.0 m, donde es 5.90 m. Continuando en sección variable hasta los 32.0 m, donde es 1.90 m. Continuando en sección constante hasta los 42.0 m. Continuando en sección variables hasta los 45 m, donde es 1.00 m. Continuando en sección constante hasta los 65.0 m. CONDICION ACTUAL (Soportes y antenas existentes): 1 CARGA POR MANTENIMIENTO (4 personas) – NIVEL 99.0 m 1 ANTENA OMNI – NIVELES 62.0 m A 65.0m – B. 20 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 56.0 AL 59.0m – POR LAS CUATRO CARAS. 1 ANTENA MW Ø2.40m – NIVEL 52.5 m – A. 5 ANTENAS GRILLA TV (0.30x1.20m) – NIVEL 39.0 AL 42.0m – POR EL MONTANTE - B. 1 ANTENA GRIP Ø2.40m – NIVEL 38.5 m – A. 1 ANTENA MW Ø2.40m – NIVEL 34.5 m – A. 17 CABLES GUIA DE ONDA Ø1/2” PARA ANTENAS TV – D 3 CABLES GUIA DE ONDA Ø7/8” PARA ANTENAS MW – D
CONDICION FUTURA: 3 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 65.0 m – B, C y D. 2 ANTENAS RF AT15-250 (0.483x0.983m) – NIVEL 64.0 m – C y D. 5 CABLES GUIA DE ONDA Ø1” PARA ANTENAS RF – D.
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PANORAMICA TC65m – ESTADO ACTUAL.
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SILUETA DE CALCULO CONDICION ACTUAL.
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SILUETA DE CALCULO CONDICION NUEVA.
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1.2 CODIGOS Y NORMAS NSR-10 AISC TIA/EIA 222-F ASCE, Report 52 ANSI/ASCE 10-90 ANDREWS, Bulletin 1015F ASTM (normas aplicables) ACI 318 última edición AWS 1.3 MATERIALES ESTRUCTURALES Perfiles estructurales de montantes: ASTM A-572 Gr. 50. Perfiles estructurales de diagonales, horizontales redundantes y laminas: ASTM A –36. Tornillos: ASTM A-394 T0. Tornillos de reemplazo en todas las uniones en el refuerzo ASTM A325 T1. Pernos de anclaje: SAE 1045. Soldadura: AWS. 1.4 DOCUMENTOS DE REFERENCIA Esquemas de diseño del levantamiento de la estructura de la torre. 1.5 CARGAS Las siguientes cargas serán consideradas en el análisis estructural. -Cargas muertas, CM, correspondientes a los pesos propios de la estructura, plataformas de operación, revestimientos y accesorios. -Cargas vivas, 4 personas de 80 Kg. Cada una por mantenimiento, CV. -Cargas de viento, CW.
Las combinaciones de estas cargas para incluirlas en los análisis y diseños Estructurales estarán de acuerdo con la Norma TIA/EIA-222-F. 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 = 130 KPH (Zona 5) V = 65 KPH.
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5.0 ANALISIS Y DISEÑOS ESTRUCTURALES 5.1 ANALISIS ESTRUTURAL En la Fig. 1 del Anexo se presenta la silueta del análisis y diseño estructural de la torre cuadrada de 65.0 m. De altura, objeto de este documento. Se consideran siete hipótesis de carga: 1- Carga Muerta 2- Viento (130 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º. 3- Viento (130 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º. 4- Viento (130 KPH) Caga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º. 5- Viento (65 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 0º, con cargas de operación. 6- Viento (65 KPH) Carga Muerta + Viento en dirección diagonal, sobre un vértice de la torre, ángulo de incidencia de 45º, con cargas de operación. 7- Viento (65 KPH) Carga Muerta + Viento en dirección normal de una cara de la torre, dirección Z, ángulo de incidencia 90º, con cargas de operación. Igualmente el ANEXO A se presentan los datos de entrada y los resultados del análisis estructural para los diferentes elementos que conforman la torre triangular, realizado por el programa para diseño de torres RISATower, Versión 5.4.1.8 – 8 de Abril de 2010, de RISA TECHNOLOGIES. También se incluye un control de deflexiones en la parte superior de la torre (Nivel 65.0 m) de tal manera que cumpla con el requisito de que, la deflexión en este punto, a 65 KPH, sea menor o igual a h/200.
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5.2 DISEÑOS ESTRUCTURALES Con base en el dimensionamiento y en los resultados de modelo, se evalúan las cargas máximas actuantes y admisibles en cada tramo, considerando los efectos simultáneos de Axial y de Flexión. Para una mayor precisión, se consideran también los efectos de segundo orden (P-Delta) En la fase, para el caso de cargas de diseño, se verifica que en los elementos estructurales no se sobrepasen sus capacidades admisibles de compresión y tracción establecidas por la norma. También se verifica que en las conexiones propuestas tampoco se sobrepasen sus capacidades admisibles de corte y aplastamiento establecidas por la norma. Anexos: Silueta del levantamiento. Ver salida 1 – Condición Actual. Ver salida 2 – Condición Nueva Ver salida 3 – Condición Nueva + Refuerzo, datos de entrada y salida de los resultados del análisis y los diseños.
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6.0 CONCLUSIONES: En la CONDICION ACTUAL, con las antenas relacionadas y las características estructurales de la torre para una velocidad de viento de 130 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 65.0m, de la estación: EB. SIMON BOLIVAR – San Andres Islas, tenemos: LA TORRE NO CUMPLE. Fallan los Diagonales T14, T13 y T12. Porcentaje máximo de utilización Diagonal (T13) 227.6% > 100%. NO. PORCENTAJE DE USO DE ELEMENTOS CONDICION ACTUAL.
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Ver Salida 1 – Condición Actual. En la CONDICION NUEVA, con las antenas relacionadas (Existentes) más tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 65.0m, dos (2) antenas RF AT15250 (0.483x0.983m, en el nivel 64.0m y las características estructurales de la torre para una velocidad de viento de 130 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 65.0m, de la estación: EB. SIMON BOLIVAR – San Andres Islas, tenemos: LA TORRE NO CUMPLE. Fallan los Diagonales T14, T13 y T12. Porcentaje máximo de utilización Diagonal (T13) 253.5% > 100%. NO. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA.
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Ver Salida 2 – Condición Nueva. En la CONDICION NUEVA + REFUERZO, con las antenas relacionadas (Existentes) más tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 65.0m, dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 64.0m y las características estructurales de la torre para una velocidad de viento de 130 Kph. Después del análisis y verificación de esfuerzos de los materiales de la estructura de la torre de 65.0m, de la estación: EB. SIMON BOLIVAR – San Andres Islas tenemos: LA TORRE CUMPLE. Porcentaje máximo de utilización Diagonal (T13) 68.1% < 100%. Ok. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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SILUETA DE CALCULO CONDICION NUEVA + REFUERZO.
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PORCENTAJE DE USO DE ELEMENTOS CONDICION NUEVA + REFUERZO.
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Ver Salida 3 – Condición Nueva + Refuerzo. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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7.0 RECOMENDACIONES: -La estructura presenta algunos diagonales muy esbeltos, sin cierres internos lo cual hace que el Kl/r exceda el límite y se presente falla. -La torre debe ser reforzada para la Condición actual y Nueva. REFUERZO DIAGONALES: -Desde el nivel 6.0m al nivel 12.0m (T14), hacer división a L/3, con ángulos de L64x64x6.4H, L64x64x4.8H y L51x51x4.8H A-572 Grado 50. Hacer dos (2) cierres horizontales. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 12.0m al nivel 18.0m (T13), hacer división a L/3, con ángulos de L51x51x4.8H A-572 Grado 50. Hacer dos (2) cierres horizontales. (Ver silueta de refuerzo plano No. 2/2) -Desde el nivel 18.0m al nivel 23.0m (T12), hacer división a L/3, con ángulos de L51x51x4.8H A-572 Grado 50. Hacer dos (2) cierres horizontales. (Ver silueta de refuerzo plano No. 2/2) -Se instalaran tornillos ASTM A325 Tipo 1, en el refuerzo de los diagonales. Una vez realizado el refuerzo se puede proceder a la instalación de tres (3) antenas RF AT15-250 (0.483x0.983m, en el nivel 65.0m y dos (2) antenas RF AT15-250 (0.483x0.983m, en el nivel 64.0m. MATERIAL APROXIMADO DE REFUERZO EN TORRE: Refuerzo Diagonales (T14) en 1L64x6.4H
110 Kg
Refuerzo Diagonales (T14) en 1L64x4.8H
90 Kg
Refuerzo Diagonales (T14) en 1L51x4.8H
60 Kg
Refuerzo Diagonales (T13) en 1L51x4.8H
55 Kg
Refuerzo Diagonales (T12) en 1L51x4.8H
55 Kg
Tornillos en refuerzo de Diagonales Peso aproximado del Refuerzo
30 Kg 400 Kg
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RESUMEN DE PORCENTAJE DE USO DE LOS ELEMENTOS DE LA TORRE ELEMENTO:
C. ACTUAL
C. NUEVA
C. NUEVA+REF
MONTANTE
(T8) 57.9%
(T8) 67.9%
(T8) 67.9%
DIAGONAL
(T13) 227.6%
(T13) 253.5%
(T13) 68.1%
HORIZONTAL
(T12) 50.4%
(T12) 58.5%
(T12) 58.5%
50.5%
59.4%
59.4%
TORNILLOS
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. ESTRUTURA: Se recomienda el cambio de diagonales que presentan alta corrosión entre los niveles 45.0 y 65.0 metros, los demás entre estos niveles raspar, lavar y hacer tratamiento de galvanizado en frio. Luego aplicar base y pintura. PINTURA: Se encuentra en un 75% en mal estado, se recomienda raspado, lavado y aplicación de pintura en general. LINEA DE VIDA: Se tiene línea de vida, pero no cumple con las normas de seguridad. Se encuentra oxidada y destemplada. Se recomienda el cambio por una línea de vida que cumpla con los sistemas de seguridad. ESCALERA DE ACCESO: Por el centro de la torre, se deben reemplazar los últimos 24 metros, pues se encuentran en alto grado de oxidación. ESCALERA DE CABLES: Uno (1) Por el centro de la torre en un 60% de uso. Se deben reemplazar los últimos 24 metros, pues se encuentran en alto grado de oxidación. LUCES DE OBSTRUCCION: En mal estado no funcionan. Se debe revisar el sistema eléctrico y cambio de luces de obstrucción y balizaje SISTEMA DE TIERRAS: En buen estado. Se deben reemplazar las platinas de cobre y las terminales. TORNILLOS: ASTM A-394 T0, un 35% en mal estado por oxidación, se recomienda el reemplazo y torque general de la tornillería. Usando tornillos ASTM A-325 Tipo 1.
Anexos: Registro Fotográfico. DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
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CONDICION ACTUAL. EB. SIMON BOLIVAR.
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298.4
T1
N.A.
1
65.0 m
CxMANTENIMIENTO ANT 2 1 KP8F-13 HP8-102 ANT OMNI TV(10.30x1.20m L=3m ANT MW GRIP (E) Ø2.40m (E) Ø2.40mE)E)
99 63.5 58.5 57.5 56.5 52.5 41.5 40.5 39.5 38.5 34.5 DESIGNED APPURTENANCE LOADING
L102x102x10
883.7
TYPE
57.0 m
1045.9
L64x64x5
L51x51x5
T3
L51x51x5
7@2
T2
63.0 m
ELEVATION
1 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
56.5 56.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
58.5 58.5
1 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
56.5 56.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
58.5 58.5
HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)
52.5 41.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
57.5 57.5
2 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
40.5 39.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
57.5 57.5
KP8F-13 (1 ANT GRIP Ø2.40m E) HP8-102 (1 ANT MW Ø2.40m E)
38.5 34.5
MATERIAL STRENGTH GRADE
Fy
1089.5 543.3 622.6
1.45
GRADE A36
Fy 248211 kPa
Fu 399896 kPa
Tower designed for a 130 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 65 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: 227.6%
43.5 m 42.0 m
4 @ 2.5 1408.5
L64x64x6
1@2
994.4
1@3
1427.0
A36
A572-50
2.3
30.0 m
27.0 m
1658.1
23.0 m
2088.0
1@5
L76x76x6
18.0 m
2542.1
L76x76x6
12.0 m
9.4
3988.4
AXIAL 24763 kg
23268.9
MOMENT 511717 kg-m
0.0 m
TORQUE 1913 kg-m REACTIONS - 130 kph WIND
Weight (kg)
# Panels @ (m)
12.9
SHEAR 15312 kg
Face Width (m)
Horizontals
Mid Girts
Top Girts
Diagonal Grade
Diagonals
Leg Grade
MAX. CORNER REACTIONS AT BASE: DOWN: 33915 kg UPLIFT: -22184 kg SHEAR: 12658 kg
6.0 m
L102x102x6
N.A.
T15
Legs
3422.3
3@6
N.A.
L102x102x10
T14
L102x102x6
5.9
N.A.
N.A.
2L127x127x13
4.7
L76x76x6
T12
3.7
T11
1@4
2.9
T10
37.0 m
32.0 m
L102x102x6
T9
L127x127x13
T7
1256.6
1.9
N.A. L64x64x6
N.A.
2L76x76x6 L76x76x6
T5 T6
Fu 448159 kPa
1. 2. 3. 4.
45.0 m
T8
344738 kPa
TOWER DESIGN NOTES
6 @ 1.5
L102x102x13
T4
A572-50
T13
ELEVATION
99 63.5
51.0 m
Section
TYPE
CxMANTENIMIENTO ANT OMNI L=3m (E)
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SAN ANDRES - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR.eri
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
1 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
SALIDA 1 - DATOS DE ENTRADA Y SALIDA DE LOS ANALISIS Y DISEÑOS.
Tower Input Data The main tower is a 4x free standing tower with an overall height of 65.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.0000 m at the top and 12.9000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 130 kph. Deflections calculated using a wind speed of 65 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs 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
Page
Job
RISATower
2 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
Leg A
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Leg B
X
Face C
Wind 90
Face A
Face B
Z
Face D
Leg C
W in d
45
Leg D
Wind 0
Square Tower
Tower Section Geometry Tower Section
Tower Elevation
Assembly Database
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
Description
Section Width
Number of Sections
m 1.0000 1.0000 1.0000 1.0000 1.0000 1.4500 1.9000 1.9000 1.9000 2.3000 2.9000 3.7000 4.7000 5.9000 9.4000
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 2.0000 6.0000 6.0000 6.0000 1.5000 1.5000 5.0000 5.0000 2.0000 3.0000 4.0000 5.0000 6.0000 6.0000 6.0000
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000
m 2.0000 2.0000 2.0000 1.5000
X Brace X Brace X Brace X Brace
Has K Brace End Panels No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No
mm 0 0 0 0
mm 0 0 0 0
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
3 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
m 1.5000 1.5000 2.5000 2.5000 2.0000 3.0000 4.0000 5.0000 6.0000 6.0000 6.0000
X Brace X Brace X Brace X Brace X Brace X Brace K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down
Has K Brace End Panels No No No No No No No No No No No
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No No No Yes Yes Yes Yes Yes
mm 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 65.0000-63.0000 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T5 45.0000-43.5000 T6 43.5000-42.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T9 32.0000-30.0000 T10 30.0000-27.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T13 18.0000-12.0000 T14 12.0000-6.0000 T15 6.0000-0.0000
Leg Type
Leg Size
Equal Angle
L102x102x10
Equal Angle
L102x102x10
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
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 Double 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) 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)
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 L51x51x5 L51x51x5 2L76x76x6 2L76x76x6 L76x76x6 L76x76x6 L102x102x6 L102x102x6 L76x76x6 L76x76x6 L76x76x6 L102x102x10 L102x102x10
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
4 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
13:43:38 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T1 65.0000-63.0000 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T5 45.0000-43.5000 T6 43.5000-42.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T9 32.0000-30.0000 T10 30.0000-27.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T14 12.0000-6.0000
Top Girt Type
Top Girt Size
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
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 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T13 18.0000-12.0000 T14 12.0000-6.0000 T15 6.0000-0.0000
No. of Mid Girts 3
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Equal Angle
L51x51x5
Equal Angle
3
Equal Angle
L51x51x5
3
Equal Angle
L51x51x5
1
Equal Angle
L64x64x6
1
Equal Angle
L64x64x6
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
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)
Horizontal Size
Equal Angle Equal Angle Solid Round Solid Round Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Page
Job
RISATower
5 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
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 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
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
RISATower I. P. DOLMEN S.A.
6 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:43:38 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 0.5
K Brace Diags X Y 1 1
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X X X X X m Y Y Y Y Y T1 No No 0.5 1 1 1 1 1 65.0000-63.00 1 1 1 1 1 00 T2 No No 0.5 1 1 1 1 1 1 1 63.0000-57.00 0.5 1 1 1 1 1 1 00 T3 No No 0.5 1 1 1 1 1 1 1 57.0000-51.00 0.5 1 1 1 1 1 1 00 T4 No No 0.5 1 1 1 1 1 1 1 51.0000-45.00 1 0.5 1 1 1 1 1 00 T5 No No 0.5 1 1 1 1 1 1 1 45.0000-43.50 1 0.5 1 1 1 1 1 00 T6 No No 0.5 1 1 1 1 1 1 1 43.5000-42.00 0.5 1 1 1 1 1 1 00 T7 No No 0.5 1 1 1 1 1 1 1 42.0000-37.00 0.5 1 1 0.5 1 1 1 00 T8 No No 0.5 1 1 1 1 1 1 1 37.0000-32.00 0.5 1 1 0.5 1 1 1 00 T9 No No 0.5 1 1 1 1 1 1 1 32.0000-30.00 0.5 1 1 0.5 1 1 1 00 T10 No No 0.5 1 1 1 1 1 1 1 30.0000-27.00 0.5 1 1 0.5 1 1 1 00 T11 No No 0.33 1 1 1 0.5 1 1 1 27.0000-23.00 1 0.33 1 0.5 1 1 1 00 T12 No No 0.33 1 1 1 1 1 1 1 23.0000-18.00 1 0.33 1 1 0.5 1 1 00 T13 No No 0.33 1 1 1 0.5 1 1 1 18.0000-12.00 1 0.33 1 0.25 1 1 1 00 T14 No No 0.33 1 1 1 0.5 1 1 1 12.0000-6.000 1 0.33 1 0.25 1 1 1 0 No No 0.33 1 0.33 1 0.5 0.5 1 1 T15 1 0.33 1 0.25 0.25 1 1 6.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Page
Job
RISATower
7 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
8 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
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.
8
16 A394T0
19 A394T0
8
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
3
Sleeve SS
19 A394T0
8
16 A394T0
Sleeve SS
19 A394T0
8
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
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
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
4
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
Sleeve SS
4
2
2
0
2
0
0
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
9 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (8 ANT TV E) 1/2 (8 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) 7/8 (1 ANT GRIP 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 58.5000 - 0.0000
4
4
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
kglm 0.37
D
No
Ar (CfAe)
57.5000 - 0.0000
4
4
15
15
0.37
D
No
Ar (CfAe)
56.5000 - 0.0000
4
4
15
15
0.37
D
No
Ar (CfAe)
41.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
40.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
39.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
52.5000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
38.5000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
34.5000 - 0.0000
1
1
28
28
0.80
Feed Line/Linear Appurtenances Section Areas Tower Section
Weight
T1
Tower Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
T8
37.0000-32.0000
Face
AR 2
A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.118 0.000 0.000 0.000 1.074 0.000 0.000 0.000 1.230 0.000 0.000 0.000 0.307 0.000 0.000 0.000 0.307 0.000 0.000 0.000 1.340 0.000 0.000 0.000
AF 2
m 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 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
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
Weight kg 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.98 0.00 0.00 0.00 27.25 0.00 0.00 0.00 31.61 0.00 0.00 0.00 7.90 0.00 0.00 0.00 7.90 0.00 0.00 0.00 34.43 0.00 0.00 0.00
RISATower I. P. DOLMEN S.A.
Tower Section
Tower Elevation m
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
T13
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
10 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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
D A B C D 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 1.605 0.000 0.000 0.000 0.670 0.000 0.000 0.000 1.005 0.000 0.000 0.000 1.340 0.000 0.000 0.000 1.675 0.000 0.000 0.000 2.010 0.000 0.000 0.000 2.010 0.000 0.000 0.000 2.010
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
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
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
Weight kg 41.67 0.00 0.00 0.00 17.47 0.00 0.00 0.00 26.21 0.00 0.00 0.00 34.94 0.00 0.00 0.00 43.68 0.00 0.00 0.00 52.41 0.00 0.00 0.00 52.41 0.00 0.00 0.00 52.41
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 0 7 56 60 61 75 119 127 197 263 418 522 630 674 738
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CPZ Ice mm 0 7 56 60 61 75 119 127 197 263 418 522 630 674 738
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
11 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
13:43:38 09/16/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 99.0000
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
ANT OMNI L=3m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
B
From Face
2 ANT TV 0.30x1.20m (E)
C
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)
B
From Face
2 ANT TV 0.30x1.20m (E)
C
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
1 ANT TV 0.30x1.20m (E)
A
From Face
1 ANT TV 0.30x1.20m (E)
B
From Face
1 ANT TV 0.30x1.20m (E)
C
From Face
1 ANT TV 0.30x1.20m (E)
D
From Face
Offsets: Horz Lateral Vert m m m 0.4000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
63.5000
No Ice
0.1500
0.1500
85.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Face or Leg
13:43:38 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
12 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
1 ANT TV 0.30x1.20m (E)
B
From Leg
Offsets: Horz Lateral Vert m m m 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
41.5000
No Ice
0.3000
0.0800
24.00
0.0000
40.5000
No Ice
0.3000
0.0800
24.00
0.0000
39.5000
No Ice
0.1500
0.0400
12.00
Dishes Description
Face or Leg
Dish Type
Offset Type
HP8-102 (1 ANT MW Ø2.40m E) KP8F-13 (1 ANT GRIP Ø2.40m E) HP8-102 (1 ANT MW Ø2.40m E)
A
Paraboloid w/Shroud (HP)
From Leg
A
Grid
From Leg
A
Paraboloid w/Shroud (HP)
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
° Worst
°
m 52.5000
m 2.4384
Worst
38.5000
Worst
34.5000
Aperture Area
Weight
No Ice
m2 4.6693
kg 113.85
2.4384
No Ice
3.7356
127.91
2.4384
No Ice
4.6693
113.85
Tower Pressures - No Ice GH = 1.110 Section Elevation m
z
qz
AG
1.697
kPa 1.36
m2 2.115
60.0000
1.666
1.33
6.345
54.0000
1.616
1.29
6.359
m 64.0000
T2 63.0000-57.00 00 T3 57.0000-51.00 00
T1 65.0000-63.00 00
KZ
F a c e A B C D A B C D A B C D
AF
AR
Aleg
m2 0.734 0.734 0.734 0.734 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.178
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.118 0.000 0.000 0.000 1.074
m2 0.406
1.219
1.219
Leg %
55.34 55.34 55.34 55.34 55.98 55.98 55.98 53.11 55.98 55.98 55.98 37.50
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
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
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
KZ
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
m 48.0000
1.563
kPa 1.25
m2 6.359
T5 45.0000-43.50 00
44.2500
1.527
1.22
1.928
T6 43.5000-42.00 00
42.7500
1.512
1.21
2.603
T7 42.0000-37.00 00
39.5000
1.478
1.18
9.799
T8 37.0000-32.00 00
34.5000
1.422
1.14
9.862
T9 32.0000-30.00 00
31.0000
1.379
1.10
4.455
T10 30.0000-27.00 00
28.5000
1.347
1.08
8.183
T11 27.0000-23.00 00
25.0000
1.297
1.04
13.711
T12 23.0000-18.00 00
20.5000
1.226
0.98
21.638
T13 18.0000-12.00 00
15.0000
1.121
0.90
32.566
T14 12.0000-6.000 0
9.0000
1
0.80
46.694
T15 6.0000-0.0000
3.0000
1
0.80
67.694
m T4 51.0000-45.00 00
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section Elevation
13 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
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
AF
AR
Aleg
m2 2.279 2.279 2.279 2.279 0.706 0.706 0.706 0.706 0.793 0.793 0.793 0.793 2.365 2.365 2.365 2.365 2.632 2.632 2.632 2.632 0.734 0.734 0.734 0.734 0.998 0.998 0.998 0.998 0.993 0.993 0.993 0.993 1.274 1.274 1.274 1.274 1.620 1.620 1.620 1.620 2.358 2.358 2.358 2.358 3.300 3.300 3.300 3.300
m2 0.000 0.000 0.000 1.230 0.000 0.000 0.000 0.307 0.000 0.000 0.000 0.307 0.000 0.000 0.000 1.340 0.000 0.000 0.000 1.605 0.000 0.000 0.000 0.670 0.000 0.000 0.000 1.005 0.000 0.000 0.000 1.340 0.000 0.000 0.000 1.675 0.000 0.000 0.000 2.010 0.000 0.000 0.000 2.010 0.000 0.000 0.000 2.010
m2 1.219
0.312
0.312
1.016
1.270
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Leg %
53.51 53.51 53.51 34.75 44.15 44.15 44.15 30.75 39.29 39.29 39.29 28.31 42.95 42.95 42.95 27.42 48.24 48.24 48.24 29.97 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
13:43:38 09/16/13 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
Page
Job
RISATower
14 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Tower Pressure - Service GH = 1.110 Section Elevation
z
KZ
qz
AG
1.697
kPa 0.34
m2 2.115
60.0000
1.666
0.33
6.345
T3 57.0000-51.00 00
54.0000
1.616
0.32
6.359
T4 51.0000-45.00 00
48.0000
1.563
0.31
6.359
T5 45.0000-43.50 00
44.2500
1.527
0.31
1.928
T6 43.5000-42.00 00
42.7500
1.512
0.30
2.603
T7 42.0000-37.00 00
39.5000
1.478
0.30
9.799
T8 37.0000-32.00 00
34.5000
1.422
0.28
9.862
T9 32.0000-30.00 00
31.0000
1.379
0.28
4.455
T10 30.0000-27.00 00
28.5000
1.347
0.27
8.183
T11 27.0000-23.00 00
25.0000
1.297
0.26
13.711
T12 23.0000-18.00 00
20.5000
1.226
0.25
21.638
T13 18.0000-12.00 00
15.0000
1.121
0.22
32.566
m
m 64.0000
T2 63.0000-57.00 00
T1 65.0000-63.00 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
AF
AR
Aleg
m2 0.734 0.734 0.734 0.734 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.279 2.279 2.279 2.279 0.706 0.706 0.706 0.706 0.793 0.793 0.793 0.793 2.365 2.365 2.365 2.365 2.632 2.632 2.632 2.632 0.734 0.734 0.734 0.734 0.998 0.998 0.998 0.998 0.993 0.993 0.993 0.993 1.274 1.274 1.274 1.274 1.620 1.620 1.620 1.620
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.118 0.000 0.000 0.000 1.074 0.000 0.000 0.000 1.230 0.000 0.000 0.000 0.307 0.000 0.000 0.000 0.307 0.000 0.000 0.000 1.340 0.000 0.000 0.000 1.605 0.000 0.000 0.000 0.670 0.000 0.000 0.000 1.005 0.000 0.000 0.000 1.340 0.000 0.000 0.000 1.675 0.000 0.000 0.000 2.010
m2 0.406
1.219
1.219
1.219
0.312
0.312
1.016
1.270
0.000
0.000
0.000
0.000
0.000
Leg %
55.34 55.34 55.34 55.34 55.98 55.98 55.98 53.11 55.98 55.98 55.98 37.50 53.51 53.51 53.51 34.75 44.15 44.15 44.15 30.75 39.29 39.29 39.29 28.31 42.95 42.95 42.95 27.42 48.24 48.24 48.24 29.97 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
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
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
m T14 12.0000-6.000 0 T15 6.0000-0.0000
13:43:38 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section Elevation
15 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
m 9.0000
1
kPa 0.20
m2 46.694
3.0000
1
0.20
67.694
F a c e A B C D A B C D
AF
AR
Aleg
Leg %
m2 2.358 2.358 2.358 2.358 3.300 3.300 3.300 3.300
m2 0.000 0.000 0.000 2.010 0.000 0.000 0.000 2.010
m2 0.000
0.000
CAAA In Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
0.00 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
Tower Forces - No Ice - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
0.00
kg 298.35
T2 63.0000-57.00 00
2.98
883.69
T3 57.0000-51.00 00
27.25
1045.94
T4 51.0000-45.00 00
31.61
1089.51
T5 45.0000-43.50 00
7.90
543.33
T6 43.5000-42.00 00
7.90
622.60
T7 42.0000-37.00 00
34.43
1256.62
T8 37.0000-32.00 00
41.67
1408.53
T9 32.0000-30.00 00
17.47
994.41
T10 30.0000-27.00 00
26.21
1427.04
T11 27.0000-23.00
34.94
1658.13
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B
e
0.347 0.347 0.347 0.347 0.343 0.343 0.343 0.362 0.342 0.342 0.342 0.511 0.358 0.358 0.358 0.552 0.366 0.366 0.366 0.525 0.305 0.305 0.305 0.423 0.241 0.241 0.241 0.378 0.267 0.267 0.267 0.43 0.165 0.165 0.165 0.315 0.122 0.122 0.122 0.245 0.072 0.072
CF
2.434 2.434 2.434 2.434 2.446 2.446 2.446 2.389 2.449 2.449 2.449 2.029 2.399 2.399 2.399 1.962 2.377 2.377 2.377 2.004 2.574 2.574 2.574 2.221 2.809 2.809 2.809 2.341 2.71 2.71 2.71 2.203 3.136 3.136 3.136 2.538 3.34 3.34 3.34 2.795 3.593 3.593
RR
0.631 0.631 0.631 0.631 0.63 0.63 0.63 0.637 0.63 0.63 0.63 0.703 0.635 0.635 0.635 0.725 0.638 0.638 0.638 0.711 0.617 0.617 0.617 0.661 0.6 0.6 0.6 0.643 0.606 0.606 0.606 0.664 0.584 0.584 0.584 0.621 0.578 0.578 0.578 0.601 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 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 0.734 0.734 0.734 0.734 2.178 2.178 2.178 2.253 2.178 2.178 2.178 2.933 2.279 2.279 2.279 3.170 0.706 0.706 0.706 0.924 0.793 0.793 0.793 0.996 2.365 2.365 2.365 3.227 2.632 2.632 2.632 3.698 0.734 0.734 0.734 1.150 0.998 0.998 0.998 1.602 0.993 0.993
kg 274.41
kglm 137.20
D
811.29
135.22
D
870.46
145.08
D
879.97
146.66
D
255.97
170.65
D
302.72
201.81
D
1010.48
202.10
D
1048.72
209.74
D
364.38
182.19
D
545.72
181.91
D
649.10
162.28
D
RISATower I. P. DOLMEN S.A.
Section Elevation m
Add Weight
Self Weight
kg
kg
00 T12 23.0000-18.00 00
43.68
2088.01
T13 18.0000-12.00 00
52.41
2542.12
T14 12.0000-6.000 0
52.41
3422.28
T15 6.0000-0.0000
52.41
3988.36
Sum Weight:
433.27
23268.93
16 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:43:38 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D
e
0.072 0.17 0.059 0.059 0.059 0.136 0.05 0.05 0.05 0.111 0.05 0.05 0.05 0.094 0.049 0.049 0.049 0.078
CF
RR
3.593 3.112 3.667 3.667 3.667 3.27 3.716 3.716 3.716 3.392 3.712 3.712 3.712 3.483 3.722 3.722 3.722 3.562
0.573 0.585 0.572 0.572 0.572 0.579 0.571 0.571 0.571 0.576 0.571 0.571 0.571 0.574 0.571 0.571 0.571 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 OTM
AE
F
w
m2 0.993 1.777 1.274 1.274 1.274 2.244 1.620 1.620 1.620 2.778 2.358 2.358 2.358 3.513 3.300 3.300 3.300 4.452 344220 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
814.01
162.80
D
956.05
159.34
D
1107.21
184.53
D
1434.98
239.16
D
11325.47
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
0.00
kg 298.35
T2 63.0000-57.00 00
2.98
883.69
T3 57.0000-51.00 00
27.25
1045.94
T4 51.0000-45.00 00
31.61
1089.51
T5 45.0000-43.50 00
7.90
543.33
T6 43.5000-42.00 00
7.90
622.60
T7 42.0000-37.00 00
34.43
1256.62
T8
41.67
1408.53
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
0.347 0.347 0.347 0.347 0.343 0.343 0.343 0.362 0.342 0.342 0.342 0.511 0.358 0.358 0.358 0.552 0.366 0.366 0.366 0.525 0.305 0.305 0.305 0.423 0.241 0.241 0.241 0.378 0.267
CF
RR
DF
DR
2.434 2.434 2.434 2.434 2.446 2.446 2.446 2.389 2.449 2.449 2.449 2.029 2.399 2.399 2.399 1.962 2.377 2.377 2.377 2.004 2.574 2.574 2.574 2.221 2.809 2.809 2.809 2.341 2.71
0.631 0.631 0.631 0.631 0.63 0.63 0.63 0.637 0.63 0.63 0.63 0.703 0.635 0.635 0.635 0.725 0.638 0.638 0.638 0.711 0.617 0.617 0.617 0.661 0.6 0.6 0.6 0.643 0.606
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2
AE
F
w
Ctrl. Face
m2 0.881 0.881 0.881 0.881 2.613 2.613 2.613 2.703 2.613 2.613 2.613 3.519 2.734 2.734 2.734 3.805 0.847 0.847 0.847 1.109 0.952 0.952 0.952 1.195 2.794 2.794 2.794 3.872 3.159
kg 329.29
kglm 164.64
D
973.55
162.26
D
1044.55
174.09
D
1055.96
175.99
D
307.17
204.78
D
363.26
242.17
D
1212.58
242.52
D
1258.47
251.69
D
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
17 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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 37.0000-32.00 00
kg
kg
T9 32.0000-30.00 00
17.47
994.41
T10 30.0000-27.00 00
26.21
1427.04
T11 27.0000-23.00 00
34.94
1658.13
T12 23.0000-18.00 00
43.68
2088.01
T13 18.0000-12.00 00
52.41
2542.12
T14 12.0000-6.000 0
52.41
3422.28
T15 6.0000-0.0000
52.41
3988.36
Sum Weight:
433.27
23268.93
13:43:38 09/16/13
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
e
0.267 0.267 0.43 0.165 0.165 0.165 0.315 0.122 0.122 0.122 0.245 0.072 0.072 0.072 0.17 0.059 0.059 0.059 0.136 0.05 0.05 0.05 0.111 0.05 0.05 0.05 0.094 0.049 0.049 0.049 0.078
CF
RR
DF
DR
2.71 2.71 2.203 3.136 3.136 3.136 2.538 3.34 3.34 3.34 2.795 3.593 3.593 3.593 3.112 3.667 3.667 3.667 3.27 3.716 3.716 3.716 3.392 3.712 3.712 3.712 3.483 3.722 3.722 3.722 3.562
0.606 0.606 0.664 0.584 0.584 0.584 0.621 0.578 0.578 0.578 0.601 0.573 0.573 0.573 0.585 0.572 0.572 0.572 0.579 0.571 0.571 0.571 0.576 0.571 0.571 0.571 0.574 0.571 0.571 0.571 0.573
1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.184 1.054 1.054 1.054 1.128 1.044 1.044 1.044 1.102 1.037 1.037 1.037 1.084 1.038 1.038 1.038 1.07 1.037 1.037 1.037 1.059
1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.184 1.054 1.054 1.054 1.128 1.044 1.044 1.044 1.102 1.037 1.037 1.037 1.084 1.038 1.038 1.038 1.07 1.037 1.037 1.037 1.059 OTM
AE
F
w
m2 3.159 3.159 4.438 0.825 0.825 0.825 1.380 1.090 1.090 1.090 1.896 1.047 1.047 1.047 2.004 1.330 1.330 1.330 2.474 1.680 1.680 1.680 3.011 2.447 2.447 2.447 3.759 3.420 3.420 3.420 4.714 406432 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
437.25
218.63
D
645.93
215.31
D
731.96
182.99
D
897.21
179.44
D
1035.98
172.66
D
1184.89
197.48
D
1519.40
253.23
D
12997.45
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
0.00
kg 298.35
T2 63.0000-57.00 00
2.98
883.69
T3 57.0000-51.00 00
27.25
1045.94
T4 51.0000-45.00 00
31.61
1089.51
F a c e A B C D A B C D A B C D A B C D
e
0.347 0.347 0.347 0.347 0.343 0.343 0.343 0.362 0.342 0.342 0.342 0.511 0.358 0.358 0.358 0.552
CF
RR
2.434 2.434 2.434 2.434 2.446 2.446 2.446 2.389 2.449 2.449 2.449 2.029 2.399 2.399 2.399 1.962
0.631 0.631 0.631 0.631 0.63 0.63 0.63 0.637 0.63 0.63 0.63 0.703 0.635 0.635 0.635 0.725
DF
DR
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.734 0.734 0.734 0.734 2.178 2.178 2.178 2.253 2.178 2.178 2.178 2.933 2.279 2.279 2.279 3.170
kg 68.60
kglm 34.30
D
202.82
33.80
D
217.61
36.27
D
219.99
36.67
D
Project
kg
13:43:38 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Add Weight
18 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Self Weight
T5 45.0000-43.50 00
7.90
kg 543.33
T6 43.5000-42.00 00
7.90
622.60
T7 42.0000-37.00 00
34.43
1256.62
T8 37.0000-32.00 00
41.67
1408.53
T9 32.0000-30.00 00
17.47
994.41
T10 30.0000-27.00 00
26.21
1427.04
T11 27.0000-23.00 00
34.94
1658.13
T12 23.0000-18.00 00
43.68
2088.01
T13 18.0000-12.00 00
52.41
2542.12
T14 12.0000-6.000 0
52.41
3422.28
T15 6.0000-0.0000
52.41
3988.36
Sum Weight:
433.27
23268.93
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
e
0.366 0.366 0.366 0.525 0.305 0.305 0.305 0.423 0.241 0.241 0.241 0.378 0.267 0.267 0.267 0.43 0.165 0.165 0.165 0.315 0.122 0.122 0.122 0.245 0.072 0.072 0.072 0.17 0.059 0.059 0.059 0.136 0.05 0.05 0.05 0.111 0.05 0.05 0.05 0.094 0.049 0.049 0.049 0.078
CF
RR
2.377 2.377 2.377 2.004 2.574 2.574 2.574 2.221 2.809 2.809 2.809 2.341 2.71 2.71 2.71 2.203 3.136 3.136 3.136 2.538 3.34 3.34 3.34 2.795 3.593 3.593 3.593 3.112 3.667 3.667 3.667 3.27 3.716 3.716 3.716 3.392 3.712 3.712 3.712 3.483 3.722 3.722 3.722 3.562
0.638 0.638 0.638 0.711 0.617 0.617 0.617 0.661 0.6 0.6 0.6 0.643 0.606 0.606 0.606 0.664 0.584 0.584 0.584 0.621 0.578 0.578 0.578 0.601 0.573 0.573 0.573 0.585 0.572 0.572 0.572 0.579 0.571 0.571 0.571 0.576 0.571 0.571 0.571 0.574 0.571 0.571 0.571 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 OTM
w
Designed by
Ing. C. Londoño M.
AE
F
Ctrl. Face
m2 0.706 0.706 0.706 0.924 0.793 0.793 0.793 0.996 2.365 2.365 2.365 3.227 2.632 2.632 2.632 3.698 0.734 0.734 0.734 1.150 0.998 0.998 0.998 1.602 0.993 0.993 0.993 1.777 1.274 1.274 1.274 2.244 1.620 1.620 1.620 2.778 2.358 2.358 2.358 3.513 3.300 3.300 3.300 4.452 86055 kg-m
kg 63.99
kglm 42.66
D
75.68
50.45
D
252.62
50.52
D
262.18
52.44
D
91.09
45.55
D
136.43
45.48
D
162.28
40.57
D
203.50
40.70
D
239.01
39.84
D
276.80
46.13
D
358.74
59.79
D
2831.37
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
T1 65.0000-63.00 00
0.00
Self Weight kg 298.35
F a c e A B C
e
0.347 0.347 0.347
CF
2.434 2.434 2.434
RR
0.631 0.631 0.631
DF
1.2 1.2 1.2
DR
1.2 1.2 1.2
AE
F
m2 0.881 0.881 0.881
kg 82.32
w
kglm 41.16
Ctrl. Face
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T2 63.0000-57.00 00
2.98
883.69
T3 57.0000-51.00 00
27.25
1045.94
T4 51.0000-45.00 00
31.61
1089.51
T5 45.0000-43.50 00
7.90
543.33
T6 43.5000-42.00 00
7.90
622.60
T7 42.0000-37.00 00
34.43
1256.62
T8 37.0000-32.00 00
41.67
1408.53
T9 32.0000-30.00 00
17.47
994.41
T10 30.0000-27.00 00
26.21
1427.04
T11 27.0000-23.00 00
34.94
1658.13
T12 23.0000-18.00 00
43.68
2088.01
T13 18.0000-12.00 00
52.41
2542.12
T14 12.0000-6.000 0
52.41
3422.28
T15 6.0000-0.0000
52.41
3988.36
Sum Weight:
433.27
23268.93
19 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
13:43:38 09/16/13
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
e
0.347 0.343 0.343 0.343 0.362 0.342 0.342 0.342 0.511 0.358 0.358 0.358 0.552 0.366 0.366 0.366 0.525 0.305 0.305 0.305 0.423 0.241 0.241 0.241 0.378 0.267 0.267 0.267 0.43 0.165 0.165 0.165 0.315 0.122 0.122 0.122 0.245 0.072 0.072 0.072 0.17 0.059 0.059 0.059 0.136 0.05 0.05 0.05 0.111 0.05 0.05 0.05 0.094 0.049 0.049 0.049 0.078
CF
RR
DF
DR
2.434 2.446 2.446 2.446 2.389 2.449 2.449 2.449 2.029 2.399 2.399 2.399 1.962 2.377 2.377 2.377 2.004 2.574 2.574 2.574 2.221 2.809 2.809 2.809 2.341 2.71 2.71 2.71 2.203 3.136 3.136 3.136 2.538 3.34 3.34 3.34 2.795 3.593 3.593 3.593 3.112 3.667 3.667 3.667 3.27 3.716 3.716 3.716 3.392 3.712 3.712 3.712 3.483 3.722 3.722 3.722 3.562
0.631 0.63 0.63 0.63 0.637 0.63 0.63 0.63 0.703 0.635 0.635 0.635 0.725 0.638 0.638 0.638 0.711 0.617 0.617 0.617 0.661 0.6 0.6 0.6 0.643 0.606 0.606 0.606 0.664 0.584 0.584 0.584 0.621 0.578 0.578 0.578 0.601 0.573 0.573 0.573 0.585 0.572 0.572 0.572 0.579 0.571 0.571 0.571 0.576 0.571 0.571 0.571 0.574 0.571 0.571 0.571 0.573
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.184 1.054 1.054 1.054 1.128 1.044 1.044 1.044 1.102 1.037 1.037 1.037 1.084 1.038 1.038 1.038 1.07 1.037 1.037 1.037 1.059
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.184 1.054 1.054 1.054 1.128 1.044 1.044 1.044 1.102 1.037 1.037 1.037 1.084 1.038 1.038 1.038 1.07 1.037 1.037 1.037 1.059 OTM
AE
F
w
m2 0.881 2.613 2.613 2.613 2.703 2.613 2.613 2.613 3.519 2.734 2.734 2.734 3.805 0.847 0.847 0.847 1.109 0.952 0.952 0.952 1.195 2.794 2.794 2.794 3.872 3.159 3.159 3.159 4.438 0.825 0.825 0.825 1.380 1.090 1.090 1.090 1.896 1.047 1.047 1.047 2.004 1.330 1.330 1.330 2.474 1.680 1.680 1.680 3.011 2.447 2.447 2.447 3.759 3.420 3.420 3.420 4.714 101608 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
243.39
40.56
D
261.14
43.52
D
263.99
44.00
D
76.79
51.19
D
90.82
60.54
D
303.14
60.63
D
314.62
62.92
D
109.31
54.66
D
161.48
53.83
D
182.99
45.75
D
224.30
44.86
D
259.00
43.17
D
296.22
49.37
D
379.85
63.31
D
3249.36
RISATower I. P. DOLMEN S.A.
20 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Mast Vectors - No Ice Section No. T1
Section Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
T8
37.0000-32.0000
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
T13
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
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
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
F kg 274.41 329.29 274.41 811.29 973.55 811.29 870.46 1044.55 870.46 879.97 1055.96 879.97 255.97 307.17 255.97 302.72 363.26 302.72 1010.48 1212.58 1010.48 1048.72 1258.47 1048.72 364.38 437.25 364.38 545.72 645.93 545.72 649.10 731.96 649.10 814.01 897.21 814.01 956.05 1035.98 956.05 1107.21 1184.89 1107.21 1434.98 1519.40 1434.98
Vx kg 0.00 232.84 274.41 0.00 688.41 811.29 0.00 738.61 870.46 0.00 746.68 879.97 0.00 217.20 255.97 0.00 256.86 302.72 0.00 857.42 1010.48 0.00 889.87 1048.72 0.00 309.18 364.38 0.00 456.74 545.72 0.00 517.57 649.10 0.00 634.42 814.01 0.00 732.55 956.05 0.00 837.84 1107.21 0.00 1074.38 1434.98
Vz kg -274.41 -232.84 0.00 -811.29 -688.41 0.00 -870.46 -738.61 0.00 -879.97 -746.68 0.00 -255.97 -217.20 0.00 -302.72 -256.86 0.00 -1010.48 -857.42 0.00 -1048.72 -889.87 0.00 -364.38 -309.18 0.00 -545.72 -456.74 0.00 -649.10 -517.57 0.00 -814.01 -634.42 0.00 -956.05 -732.55 0.00 -1107.21 -837.84 0.00 -1434.98 -1074.38 0.00
OTMx
OTMz
Torque
kg-m -17562 -14902 0 -48676 -41303 2 -46991 -39871 14 -42222 -35824 16 -11322 -9606 5 -12935 -10974 7 -39881 -33835 33 -36141 -30661 40 -11277 -9566 19 -15519 -12983 34 -16170 -12881 58 -16595 -12914 92 -14201 -10849 139 -9764 -7340 201 -4012 -2930 293
kg-m
kg-m
0 -14902 -17562 0 -41304 -48678 0 -39885 -47005 0 -35841 -42238 0 -9611 -11327 0 -10981 -12941 0 -33868 -39914 0 -30701 -36181 0 -9585 -11296 0 -13017 -15553 0 -12939 -16228 0 -13006 -16687 0 -10988 -14341 0 -7541 -9965 0 -3223 -4305
0 0 0 0 5 5 0 41 48 0 45 53 0 13 16 0 19 23 0 102 120 0 113 133 0 61 72 0 120 144 0 217 272 0 331 425 0 461 602 0 564 746 0 793 1059
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
21 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 9190.58 11325.47
Vz kg -11325.47 -9190.58 0.00
OTMx
OTMz
Torque
kg-m -343268 -286439 952
kg-m
kg-m
0 -287391 -344220
0 2885 3717
Mast Vectors - Service Section No. T1
Section Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
T8
37.0000-32.0000
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
T13
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
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
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
F
Vx
Vz
OTMx
OTMz
Torque
kg 68.60 82.32 68.60 202.82 243.39 202.82 217.61 261.14 217.61 219.99 263.99 219.99 63.99 76.79 63.99 75.68 90.82 75.68 252.62 303.14 252.62 262.18 314.62 262.18 91.09 109.31 91.09 136.43 161.48 136.43 162.28 182.99 162.28 203.50 224.30 203.50 239.01 259.00 239.01 276.80 296.22 276.80 358.74 379.85
kg
kg -68.60 -58.21 0.00 -202.82 -172.10 0.00 -217.61 -184.65 0.00 -219.99 -186.67 0.00 -63.99 -54.30 0.00 -75.68 -64.22 0.00 -252.62 -214.36 0.00 -262.18 -222.47 0.00 -91.09 -77.30 0.00 -136.43 -114.19 0.00 -162.28 -129.39 0.00 -203.50 -158.61 0.00 -239.01 -183.14 0.00 -276.80 -209.46 0.00 -358.74 -268.59
kg-m -4391 -3725 0 -12168 -10325 2 -11737 -9957 14 -10544 -8944 16 -2827 -2398 5 -3229 -2739 7 -9946 -8434 33 -9005 -7635 40 -2805 -2378 19 -3854 -3220 34 -3999 -3177 58 -4080 -3159 92 -3446 -2608 139 -2290 -1684 201 -784 -513
kg-m
kg-m
0.00 58.21 68.60 0.00 172.10 202.82 0.00 184.65 217.61 0.00 186.67 219.99 0.00 54.30 63.99 0.00 64.22 75.68 0.00 214.36 252.62 0.00 222.47 262.18 0.00 77.30 91.09 0.00 114.19 136.43 0.00 129.39 162.28 0.00 158.61 203.50 0.00 183.14 239.01 0.00 209.46 276.80 0.00 268.59
0 -3725 -4391 0 -10326 -12169 0 -9971 -11751 0 -8960 -10560 0 -2403 -2832 0 -2745 -3235 0 -8467 -9979 0 -7675 -9045 0 -2396 -2824 0 -3254 -3888 0 -3235 -4057 0 -3251 -4172 0 -2747 -3585 0 -1885 -2491 0 -806
0 0 0 0 1 1 0 10 12 0 11 13 0 3 4 0 5 6 0 25 30 0 28 33 0 15 18 0 30 36 0 54 68 0 83 106 0 115 150 0 141 186 0 198
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
13:43:38 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation m
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
22 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 90
Directionality
Wind Normal
F
Vx
Vz
kg 358.74
kg 358.74
kg
OTMx
Ing. C. Londoño M.
OTMz
kg-m 0.00
Designed by
293
Torque
kg-m -1076
kg-m 265
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -2831.37 -2297.65 0.00
kg-m
kg-m
kg-m
0.00 2297.65 2831.37
-85103 -70896 952
0 -71848 -86055
0 721 929
Discrete Appurtenance Pressures - No Ice Description
ANT OMNI L=3m 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 1 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 ° 45.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 Sum Weight:
Weight kg 85.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 12.00 12.00 12.00 24.00 24.00 12.00 385.00
Offsetx
Offsetz
z
m 0.7828 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 1.3743 1.3743 1.3743
m -0.7828 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 -1.3743 -1.3743 -1.3743
Kz
m 63.5000 58.5000 58.5000 58.5000 58.5000 57.5000 57.5000 57.5000 57.5000 56.5000 56.5000 56.5000 56.5000 41.5000 40.5000 39.5000
qz
1.693 1.654 1.654 1.654 1.654 1.646 1.646 1.646 1.646 1.637 1.637 1.637 1.637 1.499 1.489 1.478
kPa 1.35 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.31 1.31 1.31 1.31 1.20 1.19 1.18
GH = 1.110
CAAC Front m2 0.1500 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.1500 0.1500 0.1500 0.3000 0.3000 0.1500
CAAC Side m2 0.1500 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.0400 0.0400 0.0400 0.0800 0.0800 0.0400
Discrete Appurtenance Vectors - No Ice ANT OMNI L=3m - Elevation 63.5 - From Leg B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 16.25 22.98 16.25
Vz
kg 16.25 0.00 16.25
OTMx
kg 0.00 16.25 22.98
OTMz
kg-m -22.98 -16.25 0.00
Torque
kg-m -1526 -1098 -67
kg-m -67 -1098 -1526
18 0 -18
Page
Job
RISATower
23 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.75 44.90
Vz
kg 11.97 8.47 0.00
OTMx
kg 0.00 31.75 44.90
OTMz
kg-m -11.97 -8.47 0.00
Torque
kg-m -700 -495 0
kg-m 26 -1831 -2600
-13 -9 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.90 31.75 0.00
Vz
kg 0.00 8.47 11.97
OTMx
kg 0.00 8.47 11.97
OTMz
kg-m -44.90 -31.75 0.00
Torque
kg-m -2638 -1869 -12
kg-m 0 -495 -700
0 -4 -6
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.75 44.90
Vz
kg 11.97 8.47 0.00
OTMx
kg 0.00 31.75 44.90
OTMz
kg-m -11.97 -8.47 0.00
Torque
kg-m -700 -495 0
kg-m -26 -1884 -2653
13 9 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.90 31.75 0.00
Vz
kg 0.00 8.47 11.97
OTMx
kg 0.00 8.47 11.97
OTMz
kg-m -44.90 -31.75 0.00
Torque
kg-m -2614 -1845 12
kg-m 0 -495 -700
0 4 6
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.59 44.68
Vz
kg 11.91 8.42 0.00
OTMx
kg 0.00 31.59 44.68
OTMz
kg-m -11.91 -8.42 0.00
Torque
kg-m -685 -484 0
kg-m 26 -1790 -2542
-13 -9 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 44.68 31.59 0.00
Vz
kg 0.00 8.42 11.91
OTMx
kg 0.00 8.42 11.91
OTMz
kg-m -44.68 -31.59 0.00
Torque
kg-m -2581 -1828 -12
kg-m 0 -484 -685
0 -4 -6
Page
Job
RISATower
24 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.59 44.68
Vz
kg 11.91 8.42 0.00
OTMx
kg 0.00 31.59 44.68
OTMz
kg-m -11.91 -8.42 0.00
Torque
kg-m -685 -484 0
kg-m -26 -1843 -2595
13 9 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.68 31.59 0.00
Vz
kg 0.00 8.42 11.91
OTMx
kg 0.00 8.42 11.91
OTMz
kg-m -44.68 -31.59 0.00
Torque
kg-m -2557 -1804 12
kg-m 0 -484 -685
0 4 6
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.72 22.23
Vz
kg 5.93 4.19 0.00
OTMx
kg 0.00 15.72 22.23
OTMz
kg-m -5.93 -4.19 0.00
Torque
kg-m -335 -237 0
kg-m 13 -875 -1243
-7 -5 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 22.23 15.72 0.00
Vz
kg 0.00 4.19 5.93
OTMx
kg 0.00 4.19 5.93
OTMz
kg-m -22.23 -15.72 0.00
Torque
kg-m -1262 -894 -6
kg-m 0 -237 -335
0 -2 -3
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.72 22.23
Vz
kg 5.93 4.19 0.00
OTMx
kg 0.00 15.72 22.23
OTMz
kg-m -5.93 -4.19 0.00
Torque
kg-m -335 -237 0
kg-m -13 -901 -1269
7 5 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 22.23 15.72 0.00
Vz
kg 0.00 4.19 5.93
OTMx
kg 0.00 4.19 5.93
OTMz
kg-m -22.23 -15.72 0.00
Torque
kg-m -1250 -882 6
kg-m 0 -237 -335
0 2 3
Page
Job
RISATower
25 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
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 41.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
28.78 40.70 28.78
7.67 0.00 7.67
OTMx
kg
OTMz
kg-m
14.92 28.78 25.78
-25.78 -28.78 -14.92
Torque
kg-m -1103 -1227 -652
kg-m -652 -1227 -1103
15 0 -15
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
28.58 40.42 28.58
7.62 0.00 7.62
OTMx
kg
OTMz
kg-m
14.82 28.58 25.60
-25.60 -28.58 -14.82
Torque
kg-m -1070 -1191 -633
kg-m -633 -1191 -1070
15 0 -15
1 ANT TV 0.30x1.20m - Elevation 39.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
14.19 20.07 14.19
3.78 0.00 3.78
OTMx
kg
OTMz
kg-m
7.36 14.19 12.71
-12.71 -14.19 -7.36
Torque
kg-m -518 -577 -307
kg-m -307 -577 -518
7 0 -7
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -370.29 -288.07 -37.10
kg-m
kg-m
kg-m
37.10 288.07 370.29
-20560 -15649 -1659
-1659 -15649 -20560
55 0 -55
Discrete Appurtenance Pressures - Service Description
ANT OMNI L=3m 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
Aiming Azimuth ° 45.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000
Weight kg 85.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 12.00
Offsetx
Offsetz
m 0.7828 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000
m -0.7828 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000
z m 63.5000 58.5000 58.5000 58.5000 58.5000 57.5000 57.5000 57.5000 57.5000 56.5000 56.5000
Kz 1.693 1.654 1.654 1.654 1.654 1.646 1.646 1.646 1.646 1.637 1.637
qz kPa 0.34 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33
GH = 1.110
CAAC Front m2 0.1500 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.1500
CAAC Side m2 0.1500 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.0400
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
13:43:38 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
1 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Description
26 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 90.0000 180.0000 45.0000 45.0000 45.0000 Sum Weight:
Weight
Offsetx
kg 12.00 12.00 24.00 24.00 12.00 385.00
m 1.1000 0.0000 1.3743 1.3743 1.3743
Offsetz
z
m 0.0000 0.5000 -1.3743 -1.3743 -1.3743
Kz
m 56.5000 56.5000 41.5000 40.5000 39.5000
qz
1.637 1.637 1.499 1.489 1.478
kPa 0.33 0.33 0.30 0.30 0.30
CAAC Front m2 0.1500 0.1500 0.3000 0.3000 0.1500
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0400 0.0400 0.0800 0.0800 0.0400
Discrete Appurtenance Vectors - Service ANT OMNI L=3m - Elevation 63.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 4.06 5.75 4.06
Vz
kg 4.06 0.00 4.06
OTMx
kg 0.00 4.06 5.75
OTMz
kg-m -5.75 -4.06 0.00
Torque
kg-m -431 -325 -67
kg-m -67 -325 -431
4 0 -4
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.94 11.22
Vz
kg 2.99 2.12 0.00
OTMx
kg 0.00 7.94 11.22
OTMz
kg-m -2.99 -2.12 0.00
Torque
kg-m -175 -124 0
kg-m 26 -438 -630
-3 -2 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.22 7.94 0.00
Vz
kg 0.00 2.12 2.99
OTMx
kg 0.00 2.12 2.99
OTMz
kg-m -11.22 -7.94 0.00
Torque
kg-m -669 -476 -12
kg-m 0 -124 -175
0 -1 -1
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.94 11.22
Vz
kg 2.99 2.12 0.00
OTMx
kg 0.00 7.94 11.22
OTMz
kg-m -2.99 -2.12 0.00
Torque
kg-m -175 -124 0
kg-m -26 -491 -683
3 2 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 11.22 7.94 0.00
Vz
kg 0.00 2.12 2.99
OTMx
kg 0.00 2.12 2.99
OTMz
kg-m -11.22 -7.94 0.00
Torque
kg-m -645 -452 12
kg-m 0 -124 -175
0 1 1
Page
Job
RISATower
27 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.90 11.17
Vz
kg 2.98 2.11 0.00
OTMx
kg 0.00 7.90 11.17
OTMz
kg-m -2.98 -2.11 0.00
Torque
kg-m -171 -121 0
kg-m 26 -428 -616
-3 -2 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.17 7.90 0.00
Vz
kg 0.00 2.11 2.98
OTMx
kg 0.00 2.11 2.98
OTMz
kg-m -11.17 -7.90 0.00
Torque
kg-m -654 -466 -12
kg-m 0 -121 -171
0 -1 -1
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.90 11.17
Vz
kg 2.98 2.11 0.00
OTMx
kg 0.00 7.90 11.17
OTMz
kg-m -2.98 -2.11 0.00
Torque
kg-m -171 -121 0
kg-m -26 -481 -669
3 2 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.17 7.90 0.00
Vz
kg 0.00 2.11 2.98
OTMx
kg 0.00 2.11 2.98
OTMz
kg-m -11.17 -7.90 0.00
Torque
kg-m -630 -442 12
kg-m 0 -121 -171
0 1 1
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 3.93 5.56
Vz
kg 1.48 1.05 0.00
OTMx
kg 0.00 3.93 5.56
OTMz
kg-m -1.48 -1.05 0.00
Torque
kg-m -84 -59 0
kg-m 13 -209 -301
-2 -1 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 5.56 3.93 0.00
Vz
kg 0.00 1.05 1.48
OTMx
kg 0.00 1.05 1.48
OTMz
kg-m -5.56 -3.93 0.00
Torque
kg-m -320 -228 -6
kg-m 0 -59 -84
0 -1 -1
Page
Job
RISATower
28 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
0.00 3.93 5.56
1.48 1.05 0.00
OTMx
kg 0.00 3.93 5.56
OTMz
kg-m -1.48 -1.05 0.00
Torque
kg-m -84 -59 0
kg-m -13 -235 -327
2 1 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
5.56 3.93 0.00
0.00 1.05 1.48
OTMx
kg 0.00 1.05 1.48
OTMz
kg-m -5.56 -3.93 0.00
Torque
kg-m -308 -216 6
kg-m 0 -59 -84
0 1 1
2 ANT TV 0.30x1.20m - Elevation 41.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
7.20 10.18 7.20
1.92 0.00 1.92
OTMx
kg 3.73 7.20 6.44
OTMz
kg-m -6.44 -7.20 -3.73
Torque
kg-m -300 -332 -188
kg-m -188 -332 -300
4 0 -4
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
7.15 10.10 7.15
1.91 0.00 1.91
OTMx
kg 3.71 7.15 6.40
OTMz
kg-m -6.40 -7.15 -3.71
Torque
kg-m -292 -322 -183
kg-m -183 -322 -292
4 0 -4
1 ANT TV 0.30x1.20m - Elevation 39.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
3.55 5.02 3.55
0.95 0.00 0.95
OTMx
kg 1.84 3.55 3.18
OTMz
kg-m -3.18 -3.55 -1.84
Torque
kg-m -142 -157 -89
kg-m -89 -157 -142
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx kg 9.28 72.02 92.57
Vz
OTMx
kg -92.57 -72.02 -9.28
kg-m
OTMz
Torque
kg-m -5252 -4024 -527
kg-m -527 -4024 -5252
14 0 -14
2 0 -2
Page
Job
RISATower
29 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
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 Pressures - No Ice Elevation m
Dish Description
Aiming Azimuth ° 315.0000 315.0000 315.0000 Sum Weight:
52.5000 HP8-102 38.5000 KP8F-13 34.5000 HP8-102
Weight kg
Offsetx m
113.85 127.91 113.85 355.61
Offsetz m
-0.7828 -1.2328 -1.2328
Kz
-0.7828 -1.2328 -1.2328
AA m2
1.603 1.467 1.422
qz kPa
4.6693 3.7356 4.6693
1.28 1.17 1.14
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.001520 0.001520 0.001520
Wind Azimuth ° 0 45 90
CM
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.003230 0.003230 0.003230
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
HP8-102 - Elevation 52.5 - From Leg A FA FS FM Vx kg 854.84 854.84 854.84
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 604.46 854.84
KP8F-13 - Elevation 38.5 - From Leg A FA FS FM Vx kg 294.54 294.54 294.54
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 208.27 294.54
HP8-102 - Elevation 34.5 - From Leg A FA FS FM Vx kg 758.20 758.20 758.20
kg
kg 0.00 0.00 0.00
kg -294.54 -208.27 0.00
Vz
kg 0.00 0.00 0.00
kg -854.84 -604.46 0.00
0.00 536.13 758.20
kg -758.20 -536.13 0.00
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1907.59 -1348.87 0.00
kg-m
kg-m
kg-m
0.00 1348.87 1907.59
-82764 -58636 -387
387 -57862 -81990
-1967 -2782 -1967
OTMx
OTMz
kg-m -44968 -31823 -89
kg-m
OTMx
OTMz
kg-m -11498 -8176 -158
kg-m
OTMx
OTMz
kg-m -26298 -18637 -140
kg-m
89 -31645 -44790
158 -7861 -11182
140 -18356 -26018
Torque kg-m -669 -946 -669
Torque kg-m -363 -514 -363
Torque kg-m -935 -1322 -935
Page
Job
RISATower
30 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
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 Pressures - Service Elevation m
Dish Description
Aiming Azimuth ° 315.0000 315.0000 315.0000 Sum Weight:
52.5000 HP8-102 38.5000 KP8F-13 34.5000 HP8-102
Weight kg
Offsetx m
113.85 127.91 113.85 355.61
Offsetz m
-0.7828 -1.2328 -1.2328
Kz
-0.7828 -1.2328 -1.2328
AA m2
1.603 1.467 1.422
qz kPa
4.6693 3.7356 4.6693
0.32 0.29 0.28
Dish Vectors - Service Wind Azimuth ° 0 45 90
CA
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.001520 0.001520 0.001520
Wind Azimuth ° 0 45 90
CM
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.003230 0.003230 0.003230
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
HP8-102 - Elevation 52.5 - From Leg A FA FS FM Vx kg 213.71 213.71 213.71
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 151.12 213.71
kg -213.71 -151.12 0.00
0 45 90
kg-m -11309 -8023 -89
kg-m 89 -7844 -11131
Vz
OTMx
OTMz
kg 73.64 73.64 73.64
kg -73.64 -52.07 0.00
kg-m -2993 -2162 -158
kg-m
Vz
OTMx
OTMz
kg-m -6680 -4764 -140
kg-m
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 52.07 73.64
HP8-102 - Elevation 34.5 - From Leg A FA FS FM Vx kg 189.55 189.55 189.55
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 134.03 189.55
kg -189.55 -134.03 0.00
Vx
Vz
OTMx
OTMz
Torque
kg
kg -476.90 -337.22 0.00
kg-m
kg-m
kg-m
0.00 337.22 476.90
OTMz
KP8F-13 - Elevation 38.5 - From Leg A FA FS FM Vx
Dish Totals - Service Wind Azimuth °
OTMx
-20981 -14950 -387
387 -14175 -20207
-492 -695 -492
158 -1847 -2677
140 -4484 -6399
Torque kg-m -167 -237 -167
Torque kg-m -91 -128 -91
Torque kg-m -234 -330 -234
Page
Job
RISATower
31 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
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 99
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 99
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
32 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
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.
Force Totals Load Case
Vertical Forces kg 13280.20 9988.73 23268.93 24762.81
Leg Weight Bracing Weight Total Member Self-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
37.10 10827.52 13603.35
-13603.35 -10827.52 -37.10
9.28 2706.88 3400.84
-3400.84 -2706.88 -9.28
24762.81
Sum of Overturning Moments, Mx kg-m
Sum of Overturning Moments, Mz kg-m
416 416 -446592 -360725 -1094 416 -112288 -90821 -914
Sum of Torques
238 238 -1272 -360903 -446769 238 -139 -90047 -111514
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
65 - 63
Leg
Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Diagonal
Gov. Load Comb. 3 3 2 2 2 4 2 4
Force kg 100.37 -281.41 -249.23 -79.71 50.82 50.82 56.82 -93.40
Major Axis Moment kg-m 0 -13 -15 0 -15 0 0 0
Minor Axis Moment kg-m 0 -13 0 16 0 -15 0 0
kg-m
-1912 103 1695 -478 26 424
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
T2
63 - 57
Leg
Diagonal
Top Girt
Mid Girt
T3
57 - 51
Leg
Diagonal
Top Girt
Mid Girt
T4
51 - 45
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
33 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
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. 2 3 2 3 2 1 1 3 1 3 3 3 2 2 2 2 3 3 3 3 3 3 4 2 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 2 3 3 3 3 3 3 4 4 1 3 1 3 2 2 1 3 1 3 3 3 3
Force kg -6.87 -67.59 1.87 -0.94 9.70 0.00 5.18 9.15 3.43 -0.00 2464.01 -3014.86 1286.41 -1910.61 -66.61 66.62 701.03 -803.21 695.63 -329.37 2.34 -1.04 50.07 -8.98 17.59 45.71 3.43 -0.00 226.14 -146.73 35.43 102.65 2.72 -0.00 10075.26 -11088.42 10075.26 -11009.54 324.30 -324.80 2253.58 -2401.91 2251.53 -1022.74 3.35 1.85 338.64 -245.39 42.98 289.81 3.43 -0.00 694.58 -572.00 56.84 393.98 2.72 -0.00 26251.28 -27188.45 -819.83
Major Axis Moment kg-m 1 0 1 0 0 0 -1 0 0 0 14 -18 26 2 26 2 0 0 1 0 1 0 0 0 -1 0 0 0 0 0 -1 0 0 0 62 -6 -97 -8 62 21 0 0 2 0 2 0 0 0 -1 0 0 0 0 0 -1 0 0 0 12 -41 71
Minor Axis Moment kg-m 0 -1 0 0 0 0 0 0 0 0 15 -20 -2 -26 -2 -26 0 0 -1 -1 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 -54 8 97 8 -68 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 14 -35 -72
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
Mid Girt
T5
45 - 43.5
Leg
Diagonal
Top Girt
T6
43.5 - 42
Leg
Diagonal
Top Girt
T7
42 - 37
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
34 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 3 2 3 3 3 3 3 3 2 2 1 3 1 3 2 2 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 4 3 4 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 4 3 4 3 3 3 2 2
Force kg -819.83 -62.58 -62.46 3213.08 -3293.47 270.31 -2488.87 -6.76 -2.62 952.96 -810.96 64.82 -658.49 3.43 -0.00 1773.50 -1585.71 87.52 -1283.14 2.72 -0.00 22667.51 -23508.37 -1010.86 -1132.25 52.07 49.38 5926.82 -6154.05 1028.24 -2315.62 48.82 62.61 1515.15 -1405.70 -1400.55 -1134.38 3.39 -0.51 22177.64 -24340.38 -1171.13 -1289.18 52.92 56.07 1942.16 -2023.92 -1998.76 230.31 35.59 30.25 3071.68 -2750.38 -2740.09 -2205.80 6.48 0.97 25604.76 -27994.48 15167.50 -17834.60
Major Axis Moment kg-m 71 -57 28 5 0 5 -1 5 0 0 0 -1 0 0 0 0 0 -1 0 0 0 26 -6 -41 39 -41 39 0 -35 -35 30 -35 0 0 0 -1 0 0 0 11 -14 -41 40 40 -41 0 0 -27 22 -27 0 0 0 -2 0 0 0 52 -27 72 19
Minor Axis Moment kg-m -72 52 -67 1 0 -1 2 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 21 -7 40 -41 40 -41 0 45 -39 -49 45 0 0 0 0 0 0 0 12 -14 40 -41 -41 40 0 0 24 -28 24 0 0 0 0 0 0 0 31 -55 -21 -72
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
Mid Girt
T8
37 - 32
Leg
Diagonal
Top Girt
Mid Girt
T9
32 - 30
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
35 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 2 2 3 3 3 3 3 3 2 2 1 3 1 3 2 2 1 3 1 3 3 3 3 3 2 3 3 3 3 3 3 3 2 2 1 3 1 3 2 2 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2
Force kg 137.32 -138.11 4126.25 -4537.43 -747.28 -3138.13 -13.77 -0.67 4029.45 -3342.77 336.19 -2654.85 8.59 -0.00 2997.95 -2554.04 214.54 -2041.74 8.59 -0.00 37959.96 -40506.34 -1734.43 -1585.81 389.75 -396.79 5874.11 -6295.33 -1303.56 -5167.97 -15.37 -1.86 3361.94 -2892.98 224.40 -2321.34 8.59 -0.00 3933.30 -3412.83 244.45 -2745.06 8.59 -0.00 43765.18 -47026.77 -46871.78 -2403.17 -85.67 97.78 2534.35 -2821.55 -257.97 -784.17 21.85 -9.59 569.24 -537.17 569.24 -444.78 -8.54
Major Axis Moment kg-m 69 19 0 0 13 1 13 0 0 0 -4 0 0 0 0 0 -4 0 0 0 19 -60 -103 -102 66 83 0 0 16 0 16 0 0 0 -4 0 0 0 0 0 -4 0 0 0 -74 15 85 -5 -74 -5 0 0 21 -16 21 0 0 0 -4 0 0
Minor Axis Moment kg-m -17 -70 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 35 -61 100 100 -37 -85 0 0 2 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -1 1 -80 1 -80 0 0 7 11 7 0 0 0 0 0 0
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T10
30 - 27
Component Type
Leg
Diagonal
Top Girt
T11
27 - 23
Leg
Diagonal
Top Girt
T12
23 - 18
Leg
Diagonal
Top Girt
T13
18 - 12
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
36 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 2 3 2 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 3 3 3
Force kg -0.85 40464.16 -44017.78 40264.30 -2755.36 119.48 112.59 2489.42 -2924.73 -2886.53 258.92 -19.37 -5.83 2518.14 -2165.04 2518.14 -1731.96 10.34 -1.03 41068.70 -45761.61 41068.70 -3169.84 -118.53 -132.32 1285.07 -1356.10 -531.86 364.93 10.10 2.44 1483.09 -1265.62 1342.38 -1265.60 13.36 -4.31 35218.53 -39027.80 34878.78 -3666.81 154.35 164.89 2829.38 -3646.19 -384.14 2829.38 10.11 2.94 1434.16 -1161.72 1434.16 -920.40 20.13 -2.01 34809.70 -39480.88 34400.28 -3695.55 165.16 -181.14
Major Axis Moment kg-m 0 -32 85 -103 -9 -103 -9 0 0 19 17 19 0 0 0 -6 0 0 0 -103 36 -103 -9 -103 -9 0 0 -11 0 0 0 0 0 10 -3 10 0 -76 122 -160 -17 -160 -17 0 0 -14 0 0 0 0 0 -19 0 0 0 -160 64 -192 -17 -192 -17
Minor Axis Moment kg-m 0 -1 -15 -14 -150 -14 -150 0 0 0 8 0 0 0 0 0 1 0 0 -14 -5 -14 -150 -14 -150 0 0 0 -3 0 0 0 0 4 5 4 0 -5 -18 -18 -227 -18 -227 0 0 0 -4 0 0 0 0 0 2 0 0 -18 -1 -2 -227 -2 -227
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
12 - 6
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
Leg
Top Girt
6-0
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Diagonal
T15
Client
Component Type
Horizontal
T14
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Elevation m
37 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Gov. Load Comb. 2 2 2 2 2 2 4 4 4 2 4 2 3 3 3 3 3 3 3 2 2 2 2 2 4 4 1 1 1 1 3 3 3 3 3 3 3 3 3 4 3 4 4 4 3 4 3 4
Force kg 2794.16 -3823.63 99.84 2794.16 16.08 3.69 216.46 -353.39 -100.06 -65.50 16.08 21.15 25847.08 -38423.98 25514.98 -7564.43 254.71 207.03 8059.22 -6489.19 -6110.21 3023.67 30.78 20.64 975.16 -4116.04 -1126.96 -1126.96 41.73 -12.17 25199.95 -39048.67 25199.95 -7742.25 -322.91 -249.48 5688.63 -3780.70 1848.36 -1082.01 67.27 28.26 124.00 -628.83 59.97 -233.04 -41.87 102.88
Major Axis Moment kg-m 0 0 -27 0 0 0 8 8 8 8 8 0 -192 117 -361 -123 -361 -123 0 0 -53 0 0 0 0 0 -62 0 0 0 -361 0 -361 -125 -361 -125 0 0 -151 0 0 0 0 40 41 40 41 0
Minor Axis Moment kg-m 0 0 0 -6 0 0 20 20 47 47 47 0 -2 -20 -20 -303 -20 -303 0 0 0 -36 0 0 0 0 0 18 0 0 -20 0 -20 -302 -20 -302 0 0 0 -63 0 0 0 260 149 438 149 0
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
38 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Maximum Reactions Location
Condition
Leg D
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z
Leg C
Leg B
Leg A
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
Vertical kg
Horizontal, X kg
Horizontal, Z kg
6216.01 6216.01 -22184.40 -22184.40 -22184.40 6216.01 23517.58 -11117.04 -11117.04 -11117.04 23517.58 23517.58 33914.65 6165.39 33914.65 6165.39 33914.65 6165.39 23501.92 23501.92 23501.92 -11128.17 -11128.17 -11128.17
1553.25 1553.25 -6473.61 -6473.61 -6473.61 1553.25 -5008.25 5135.76 5135.76 5135.76 -5008.25 -5008.25 -8949.65 -1548.13 -8949.65 -1548.13 -8949.65 -1548.13 7270.92 7270.92 7270.92 -1756.09 -1756.09 -1756.09
-1554.09 -1554.09 6469.32 6469.32 6469.32 -1554.09 -7274.04 1753.10 1753.10 1753.10 -7274.04 -7274.04 8952.10 1547.29 8952.10 1547.29 8952.10 1547.29 5013.32 5013.32 5013.32 -5130.90 -5130.90 -5130.90
Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Vertical kg 24762.81 24762.81 24762.81 24762.81 24762.81 24762.81 24762.81
Shearx
Shearz
kg
kg
0.00 37.10 10827.36 13603.17 9.28 2706.79 3400.72
-0.01 -13603.17 -10827.37 -37.10 -3400.72 -2706.79 -9.27
Overturning Moment, Mx kg-m 415 -447857 -361751 -1101 -111651 -90126 34
Overturning Moment, Mz kg-m 238 -1272 -361926 -448031 -139 -90299 -111824
Torque kg-m 0 -1913 101 1692 -478 25 423
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 37.10 10827.52 13603.35 9.28 2706.88 3400.84
Sum of Applied Forces PY kg -24762.81 -24762.81 -24762.81 -24762.81 -24762.81 -24762.81 -24762.81
PZ kg 0.00 -13603.35 -10827.52 -37.10 -3400.84 -2706.88 -9.28
PX kg -0.00 -37.10 -10827.36 -13603.17 -9.28 -2706.79 -3400.72
Sum of Reactions PY kg 24762.81 24762.81 24762.81 24762.81 24762.81 24762.81 24762.81
PZ kg 0.01 13603.17 10827.37 37.10 3400.72 2706.79 9.27
% Error 0.000% 0.001% 0.001% 0.001% 0.000% 0.001% 0.000%
Page
Job
RISATower
39 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged?
Number of Cycles 8 13 13 13 12 12 12
Yes Yes Yes Yes Yes Yes Yes
Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00002625 0.00006099 0.00007064 0.00006112 0.00013568 0.00014120 0.00013631
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
Elevation m 65 - 63 63 - 57 57 - 51 51 - 45 45 - 43.5 43.5 - 42 42 - 37 37 - 32 32 - 30 30 - 27 27 - 23 23 - 18 18 - 12 12 - 6 6-0
Horz. Deflection mm 98.55 91.22 69.31 48.26 30.62 27.38 24.40 15.52 9.05 7.40 5.34 3.65 1.43 0.08 0.31
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.2096 0.2094 0.2038 0.1849 0.1337 0.1201 0.1105 0.0839 0.0529 0.0452 0.0368 0.0263 0.0197 0.0123 0.0058
° 0.0335 0.0335 0.0336 0.0286 0.0127 0.0121 0.0119 0.0102 0.0069 0.0060 0.0052 0.0029 0.0014 0.0002 0.0001
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 99.0000 63.5000 58.5000 57.5000 56.5000 52.5000 41.5000 40.5000 39.5000 38.5000 34.5000
CxMANTENIMIENTO ANT OMNI L=3m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m KP8F-13 HP8-102
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 98.55 93.05 74.75 71.12 67.50 53.36 23.44 21.56 19.74 17.99 11.88
° 0.2096 0.2095 0.2059 0.2046 0.2031 0.1925 0.1078 0.1026 0.0976 0.0924 0.0676
° 0.0335 0.0335 0.0336 0.0336 0.0336 0.0314 0.0118 0.0115 0.0113 0.0109 0.0086
Radius of Curvature m 368543 368543 70236 53657 40568 17844 16828 15593 14034 12759 7771
Page
Job
RISATower
40 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
13:43:38 09/16/13
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.
Maximum Tower Deflections - Design Wind Section No.
Elevation
Horz. Deflection mm 393.20 364.10 276.89 192.96 122.49 109.54 97.63 62.14 36.25 29.66 21.39 14.61 5.72 0.33 1.26
m 65 - 63 63 - 57 57 - 51 51 - 45 45 - 43.5 43.5 - 42 42 - 37 37 - 32 32 - 30 30 - 27 27 - 23 23 - 18 18 - 12 12 - 6 6-0
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 0.8327 0.8322 0.8122 0.7381 0.5342 0.4798 0.4415 0.3356 0.2116 0.1808 0.1475 0.1056 0.0792 0.0493 0.0232
° 0.1341 0.1341 0.1345 0.1144 0.0506 0.0484 0.0474 0.0409 0.0276 0.0241 0.0207 0.0114 0.0055 0.0009 0.0003
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 99.0000 63.5000 58.5000 57.5000 56.5000 52.5000 41.5000 40.5000 39.5000 38.5000 34.5000
CxMANTENIMIENTO ANT OMNI L=3m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m KP8F-13 HP8-102
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 393.20 371.38 298.58 284.10 269.70 213.31 93.78 86.26 79.00 72.02 47.59
° 0.8327 0.8325 0.8198 0.8149 0.8092 0.7680 0.4307 0.4100 0.3899 0.3693 0.2705
° 0.1341 0.1341 0.1345 0.1345 0.1344 0.1255 0.0470 0.0462 0.0451 0.0437 0.0343
Radius of Curvature m 67342 67342 19691 14649 10831 4576 4228 3918 3526 3206 1946
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
m T1
T2
65
63
Leg
A394T0
Bolt Size mm
Number Of Bolts
19
4
Maximum Load per Bolt kg 140.71
Allowable Load kg 9950.69
Diagonal
A394T0
16
2
46.70
3699.61
Top Girt
A394T0
16
2
4.85
3699.61
Leg
A394T0
19
8
184.96
9950.69
Diagonal
A394T0
16
2
401.60
3699.61
Top Girt
A394T0
16
2
25.03
3699.61
Ratio Load Allowable 0.014 0.013 0.001 0.019 0.109 0.007
Allowable Ratio
Criteria
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
1.333
Bearing
1.333
Member Bearing
1.333
Member Bearing
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
Component Type
Project
T4
T5
T6
T7
T8
T9
T10
T11
T12
T13
T14
57
51
45
43.5
42
37
32
30
27
23
18
12
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
Mid Girt
A394T0
16
2
Maximum Load per Bolt kg 113.07
m
T3
41 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Bolt Size mm
Number Of Bolts
Allowable Load kg 2922.37
Leg
A394T0
19
8
1291.93
9979.03
Diagonal
A394T0
16
2
1200.95
3699.61
Top Girt
A394T0
16
2
169.32
3699.61
Mid Girt
A394T0
16
2
347.29
2922.37
Leg
A394T0
19
8
3845.73
9979.03
Diagonal
A394T0
16
2
1646.74
3699.61
Top Girt
A394T0
16
2
476.48
3699.61
Mid Girt
A394T0
16
2
886.75
2922.37
Leg
A394T0
19
8
5877.11
9979.03
Diagonal
A394T0
16
3
2051.35
9865.64
Top Girt
A394T0
16
2
757.58
3699.61
Leg
A394T0
19
8
6085.08
9979.03
Diagonal
A394T0
16
3
674.64
9865.64
Top Girt
A394T0
16
2
1535.84
4932.82
Leg
A394T0
19
8
5839.50
9979.03
Diagonal
A394T0
16
3
1512.48
4932.82
Top Girt
A394T0
16
2
2014.73
4932.82
Mid Girt
A394T0
16
2
1498.98
2922.37
Leg
A394T0
19
16
4351.73
9979.03
Diagonal
A394T0
16
3
2098.44
4932.82
Top Girt
A394T0
16
2
1680.97
4932.82
Mid Girt
A394T0
16
2
1966.65
2922.37
Leg
A394T0
19
16
5878.33
9979.03
Diagonal
A394T0
16
2
1410.77
4932.82
Top Girt
A394T0
16
2
284.62
4932.82
Leg
A394T0
19
16
5502.21
9979.03
Diagonal
A394T0
16
2
1462.37
4932.82
Top Girt
A394T0
16
2
1259.07
4932.82
Leg
A394T0
19
16
5720.21
9979.03
Diagonal
A394T0
16
2
678.05
4932.82
Top Girt
A394T0
16
2
741.55
4932.82
Leg
A394T0
19
16
4878.48
9979.03
Diagonal
A394T0
16
2
1823.10
4932.82
Top Girt
A394T0
16
2
717.08
4932.82
Leg
A394T0
19
16
4935.13
9979.03
Diagonal
A394T0
16
2
1911.82
4932.82
Horizontal
A394T0
16
2
176.70
4932.82
Leg
A394T0
19
16
4803.00
9979.03
Diagonal
A394T0
16
4
2014.80
7399.23
Ratio Load Allowable 0.039 0.129 0.325 0.046 0.119 0.385 0.445 0.129 0.303 0.589 0.208 0.205 0.610 0.068 0.311 0.585 0.307 0.408 0.513 0.436 0.425 0.341 0.673 0.589 0.286 0.058 0.551 0.296 0.255 0.573 0.137 0.150 0.489 0.370 0.145 0.495 0.388 0.036 0.481 0.272
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Bolt Shear
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
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 Shear
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
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
Page
Job
RISATower
Project
I. P. DOLMEN S.A. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Bolt Grade
m
T15
6
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
42 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Bolt Size mm
Number Of Bolts
Top Girt
A394T0
16
2
Maximum Load per Bolt kg 2058.02
Allowable Load kg 4932.82
Leg
A394T0
19
16
4881.06
9979.03
Diagonal
A394T0
16
3
1896.21
7399.23
Horizontal
A394T0
16
3
209.61
4932.82
Ratio Load Allowable 0.417 0.489 0.256 0.042
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 65 - 63
L102x102x10
m 2.0000
m 2.0000
T2
63 - 57
L102x102x10
6.0000
2.0000
T3
57 - 51
L102x102x13
6.0000
T4
51 - 45
L102x102x13
T5
45 - 43.5
T6
Kl/r
Fa
A mm2 1845
Actual P kg -281.41
Allow. Pa kg 31597.12
Ratio P Pa 0.009
kPa 167932
50.0 K=0.50
167932
1845
-3014.86
31597.12
0.095
2.0000
50.3 K=0.50
167520
2419
-11088.43
41328.04
0.268
6.0000
1.5000
37.8 K=0.50
180245
2419
-27188.47
44467.58
0.611
L102x102x13
1.5334
1.5334
38.6 K=0.50
179450
2419
-23508.38
44271.26
0.531
43.5 - 42
L102x102x13
1.5334
1.5334
38.6 K=0.50
179450
2419
-24340.36
44271.26
0.550
T7
42 - 37
L102x102x13
5.0000
2.5000
62.9 K=0.50
153138
2419
-27994.50
37779.95
0.741
T8
37 - 32
L127x127x13
5.0000
2.5000
50.1 K=0.50
167823
3065
-40506.36
52443.46
0.772
T9
32 - 30
2L127x127x13
2.0199
2.0199
40.4 K=0.50
177670
6129
-47026.66
111041.71
0.424
T10
30 - 27
2L127x127x13
3.0298
3.0298
60.7 K=0.50
155837
6129
-44017.80
97395.83
0.452
T11
27 - 23
2L127x127x13
4.0398
4.0398
53.4 K=0.33
164186
6129
-45761.59
102614.42
0.446
T12
23 - 18
2L127x127x13
5.0497
5.0497
66.7 K=0.33
148470
6129
-39027.78
92791.87
0.421
T13
18 - 12
2L127x127x13
6.0597
6.0597
80.1 K=0.33
130963
6129
-39480.87
81850.31
0.482
T14
12 - 6
2L127x127x13
6.4904
6.4904
85.8 K=0.33
122945
6129
-38424.00
76839.02
0.500
T15
6-0
2L127x127x13
6.4904
6.4904
85.8 K=0.33
122945
6129
-39048.64
76839.02
0.508
50.0 K=0.50
Page
Job
RISATower
43 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 65 - 63
L51x51x5
m 2.2361
m 1.0044
T2
63 - 57
L51x51x5
2.2361
1.0044
T3
57 - 51
L51x51x5
2.2361
T4
51 - 45
L51x51x5
T5
45 - 43.5
T6
Kl/r
Fa
A mm2 461
Actual P kg -93.40
Allow. Pa kg 5523.17
Ratio P Pa 0.017
kPa 117418
64.1 K=1.00
117418
461
-803.20
5523.17
0.145
1.0044
64.1 K=1.00
117418
461
-2401.91
5523.17
0.435
1.8028
0.8098
80.9 K=1.00
105164
461
-3293.47
4946.74
0.666
2L76x76x6
1.9497
1.0744
45.5 K=1.00
129208
1858
-6154.03
24481.11
0.251
43.5 - 42
2L76x76x6
2.2597
1.2137
51.4 K=1.00
125680
1858
-2023.92
23812.52
0.085
T7
42 - 37
L76x76x6
3.1401
1.4861
62.9 K=1.00
118223
929
-4537.42
11199.83
0.405
T8
37 - 32
L76x76x6
3.1401
1.4651
62.0 K=1.00
118824
929
-6295.32
11256.71
0.559
T9
32 - 30
L102x102x6
2.9069
1.5044
47.4 K=1.00
124219
1252
-2821.55
15853.87
0.178
T10
30 - 27
L102x102x6
3.9812
2.1237
66.9 K=1.00
112344
1252
-2924.73
14338.29
0.204
T11
27 - 23
L76x76x6
4.4252
4.2768
181.0 K=1.00
31411
929
-1356.10
2975.67
0.456
T12
23 - 18
L76x76x6
5.3547
5.1772
219.2 K=1.00
21434
929
-3646.19
2030.56
1.796
T13
18 - 12
KL/R > 200 (C) - 301 L76x76x6
6.7129
6.5713
278.2 K=1.00
13305
929
-3823.63
1260.42
3.034
T14
12 - 6
KL/R > 200 (C) - 313 L102x102x10
6.9112
6.7833
217.1 K=1.00
21841
1845
-6489.19
4109.43
1.579
T15
6-0
KL/R > 200 (C) - 330 L102x102x10
8.9814
8.8960
146.7 K=0.33
47860
1845
-3780.70
9004.99
0.420
64.1 K=1.00
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T13
m 18 - 12
L76x76x6
m 4.7000
m 4.5730
T15
6-0
L102x102x6
9.4000
4.6365
Kl/r
193.6 K=1.00 114.8 K=0.50
Fa
A
kPa 27473
2
mm 929
Actual P kg -353.39
Allow. Pa kg 2602.62
Ratio P Pa 0.136
75176
1252
-628.82
9594.62
0.066
RISATower I. P. DOLMEN S.A.
44 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 112238
mm 582
Actual P kg -8.98
71.5 K=1.00
112238
582
-245.39
6660.33
0.037
0.8984
71.5 K=1.00
112238
582
-810.96
6660.33
0.122
1.0000
0.8984
71.5 K=1.00
112238
582
-1405.70
6660.33
0.211
L64x64x6
1.4500
1.3484
108.1 K=1.00
82211
768
-2750.38
6436.11
0.427
42 - 37
L64x64x6
1.9000
1.7984
92.1 K=1.00
96229
768
-3342.77
7533.54
0.444
T8
37 - 32
L64x64x6
1.9000
1.7984
92.1 K=1.00
96229
768
-2892.99
7533.54
0.384
T9
32 - 30
L64x64x6
1.9000
1.7730
90.8 K=1.00
97304
768
-537.17
7617.72
0.071
T10
30 - 27
L64x64x6
2.3000
2.1730
111.3 K=1.00
79310
768
-2165.04
6208.96
0.349
T11
27 - 23
L64x64x6
2.9000
2.7730
71.0 K=0.50
112578
768
-1265.62
8813.48
0.144
T12
23 - 18
L76x76x6
3.7000
3.5730
237.6 K=1.00
18235
929
-1161.72
1727.53
0.672
T14
12 - 6
KL/R > 200 (C) - 289 L102x102x6
5.9000
5.7730
90.9 K=0.50
95127
1252
-4116.04
12140.99
0.339
kPa 98125
2
mm 461
Actual P kg -146.73
Allow. Pa kg 4615.62
Ratio P Pa 0.032
T2
m 63 - 57
L64x64x5
m 1.0000
m 0.8984
T3
57 - 51
L64x64x5
1.0000
0.8984
T4
51 - 45
L64x64x5
1.0000
T5
45 - 43.5
L64x64x5
T6
43.5 - 42
T7
Kl/r
71.5 K=1.00
Fa
A 2
Allow. Pa kg 6660.33
Ratio P Pa 0.001
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T2
m 63 - 57
L51x51x5
m 1.0000
m 0.8984
T3
57 - 51
L51x51x5
1.0000
0.8984
89.8 K=1.00
98125
461
-572.00
4615.62
0.124
T4
51 - 45
L51x51x5
1.0000
0.8984
89.8 K=1.00
98125
461
-1585.71
4615.62
0.344
T7
42 - 37
L64x64x6
1.9000
1.7984
92.1 K=1.00
96229
768
-2554.04
7533.54
0.339
T8
37 - 32
L64x64x6
1.9000
1.7730
90.8 K=1.00
97304
768
-3412.83
7617.72
0.448
89.8 K=1.00
Page
Job
RISATower
45 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A mm2 1422
Actual P kg 100.37
Allow. Pa kg 32487.16
Ratio P Pa 0.003
T1
m 65 - 63
L102x102x10
m 2.0000
m 2.0000
64.0
kPa 224080
T2
63 - 57
L102x102x10
6.0000
2.0000
64.0
224080
1422
2464.01
32487.16
0.076
T3
57 - 51
L102x102x13
6.0000
2.0000
64.5
224080
1855
10075.24
42382.55
0.238
T4
51 - 45
L102x102x13
6.0000
1.5000
48.4
224080
1855
26251.26
42382.55
0.619
T5
45 - 43.5
L102x102x13
1.5334
1.5334
49.5
224080
1855
22667.51
42382.55
0.535
T6
43.5 - 42
L102x102x13
1.5334
1.5334
49.5
224080
1855
22177.63
42382.55
0.523
T7
42 - 37
L102x102x13
5.0000
2.5000
80.7
224080
1855
25610.47
42382.55
0.604
T8
37 - 32
L127x127x13
5.0000
2.5000
63.9
224080
2500
37932.40
57124.53
0.664
T9
32 - 30
2L127x127x13
2.0199
2.0199
80.9
206843
6129
43765.19
129273.86
0.339
T10
30 - 27
2L127x127x13
3.0298
3.0298
121.3
206843
6129
40464.17
129273.86
0.313
T11
27 - 23
2L127x127x13
4.0398
4.0398
161.8
206843
6129
41068.72
129273.86
0.318
T12
23 - 18
2L127x127x13
5.0497
5.0497
202.2
206843
6129
35218.51
129273.86
0.272
T13
18 - 12
2L127x127x13
6.0597
6.0597
242.7
206843
6129
34809.69
129273.86
0.269
T14
12 - 6
2L127x127x13
6.4904
6.4904
259.9
206843
6129
25847.06
129273.86
0.200
T15
6-0
2L127x127x13
6.4904
6.4904
259.9
206843
6129
25199.97
129273.86
0.195
Allow. Pa kg 7005.28
Ratio P Pa 0.008
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 65 - 63
L51x51x5
m 2.2361
m 1.0044
64.1
kPa 148927
mm2 461
Actual P kg 56.82
T2
63 - 57
L51x51x5
2.2361
1.0044
64.1
148927
461
701.03
7005.28
0.100
T3
57 - 51
L51x51x5
2.2361
1.0044
64.1
148927
461
2253.58
7005.28
0.322
Page
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. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
46 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T4
51 - 45
L51x51x5
1.8028
0.8098
51.7
148927
461
3213.09
7005.28
0.459
T5
45 - 43.5
2L76x76x6
1.9497
1.0744
45.5
148927
1858
5926.82
28217.08
0.210
T6
43.5 - 42
2L76x76x6
2.2597
1.2137
51.4
148927
1858
1942.16
28217.08
0.069
T7
42 - 37
L76x76x6
3.1401
1.4861
62.9
148927
929
4126.25
14108.54
0.292
T8
37 - 32
L76x76x6
3.1401
1.4651
62.0
148927
929
5874.11
14108.54
0.416
T9
32 - 30
L102x102x6
2.9069
1.5044
47.4
148927
1252
2534.35
19007.34
0.133
T10
30 - 27
L102x102x6
3.9812
2.1237
66.9
148927
1252
2489.42
19007.34
0.131
T11
27 - 23
L76x76x6
4.4252
4.2768
181.0
148927
929
1285.06
14108.54
0.091
T12
23 - 18
L76x76x6
5.3547
5.1772
219.2
148927
929
2829.38
14108.54
0.201
T13
18 - 12
L76x76x6
6.7129
6.5713
278.2
148927
929
2794.17
14108.54
0.198
T14
12 - 6
L102x102x10
6.9112
6.7833
217.1
148927
1845
8059.20
28021.13
0.288
T15
6-0
L102x102x10
8.9814
8.8960
284.7
148927
1845
5688.64
28021.13
0.203
2
Allow. Pa kg 14108.54
Ratio P Pa 0.015
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T13
m 18 - 12
L76x76x6
m 4.7000
m 4.5730
193.6
kPa 148927
mm 929
Actual P kg 216.46
T15
6-0
L102x102x6
9.4000
4.6365
292.1
148927
1252
124.00
19007.34
0.007
Allow. Pa kg 8837.43
Ratio P Pa 0.001
8837.43
0.006
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.8984
45.5
kPa 148927
mm2 582
Actual P kg 9.70
T1
m 65 - 63
L64x64x5
m 1.0000
T2
63 - 57
L64x64x5
1.0000
0.8984
45.5
148927
582
50.07
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. SAN ANDRES CONDICION ACTUAL.
Calle 101 No. 70 G - 25.
Section No.
47 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
Kl/r
Fa
A
T3
m 57 - 51
L64x64x5
m 1.0000
m 0.8984
45.5
kPa 148927
T4
51 - 45
L64x64x5
1.0000
0.8984
45.5
T5
45 - 43.5
L64x64x5
1.0000
0.8984
T6
43.5 - 42
L64x64x6
1.4500
T7
42 - 37
L64x64x6
T8
37 - 32
T9
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
mm2 582
Actual P kg 338.64
Allow. Pa kg 8837.43
Ratio P Pa 0.038
148927
582
952.96
8837.43
0.108
45.5
148927
582
1515.15
8837.43
0.171
1.3484
69.0
148927
768
3071.68
11659.14
0.263
1.9000
1.7984
92.1
148927
768
4029.45
11659.14
0.346
L64x64x6
1.9000
1.7984
92.1
148927
768
3361.94
11659.14
0.288
32 - 30
L64x64x6
1.9000
1.7730
90.8
148927
768
569.24
11659.14
0.049
T10
30 - 27
L64x64x6
2.3000
2.1730
111.3
148927
768
2518.14
11659.14
0.216
T11
27 - 23
L64x64x6
2.9000
2.7730
142.0
148927
768
1483.09
11659.14
0.127
T12
23 - 18
L76x76x6
3.7000
3.5730
151.3
148927
929
1434.16
14108.54
0.102
T14
12 - 6
L102x102x6
5.9000
5.7730
181.8
148927
1252
975.16
19007.34
0.051
Allow. Pa kg 5666.60
Ratio P Pa 0.040
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 0.8984
57.3
kPa 199948
mm2 278
Actual P kg 226.14
T2
m 63 - 57
L51x51x5
m 1.0000
T3
57 - 51
L51x51x5
1.0000
0.8984
57.3
199948
278
694.58
5666.60
0.123
T4
51 - 45
L51x51x5
1.0000
0.8984
57.3
199948
278
1773.50
5666.60
0.313
T7
42 - 37
L64x64x6
1.9000
1.7984
92.1
199948
485
2997.95
9890.31
0.303
T8
37 - 32
L64x64x6
1.9000
1.7730
90.8
199948
485
3933.30
9890.31
0.398
Page
Job
RISATower
48 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
65 - 63
Leg
L102x102x10
3
-281.41
42118.96
Pass
Diagonal Top Girt
L51x51x5 L64x64x5
13 7
-93.40 9.70
7362.38 11780.30
Leg Diagonal Top Girt
L102x102x10 L51x51x5 L64x64x5
19 32 22
-3014.86 -803.20 50.07
42118.96 7362.38 11780.30
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x102x13 L51x51x5 L64x64x5
26 59 73 62
226.14 -11088.43 -2401.91 338.64
7553.57 55090.27 7362.38 11780.30
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x102x13 L51x51x5 L64x64x5
65 97 113 101
-572.00 26251.26 -3293.47 -810.96
6152.62 56495.94 6594.01 8878.21
0.7 1.1 (b) 1.3 0.1 0.1 (b) 7.2 10.9 0.4 0.5 (b) 3.0 20.1 32.6 2.9 3.4 (b) 9.3 46.5 49.9 9.1 9.7 (b) 25.8 40.1 44.2 (b) 18.9 15.8 41.2 45.7 (b) 6.4 32.1 55.6 30.4 33.3 25.4 38.5 (b) 57.9 42.0 28.8 33.6 50.5 (b) 31.8 44.2 (b) 13.4 21.5 (b) 5.3 33.9 41.4 (b) 15.3 22.2 (b) 26.2 33.5 43.0 (b) 34.2 10.8 11.3 (b) 31.6 36.7 (b) 134.7 50.4
T2
63 - 57
T3
57 - 51
T4
51 - 45
T5
45 - 43.5
Mid Girt Leg
L51x51x5 L102x102x13
105 149
-1585.71 22667.51
6152.62 56495.94
43.5 - 42
Diagonal Top Girt Leg
2L76x76x6 L64x64x5 L102x102x13
159 153 167
-6154.03 -1405.70 -24340.36
32633.32 8878.21 59013.59
Diagonal Top Girt Leg Diagonal Top Girt Mid Girt
2L76x76x6 L64x64x6 L102x102x13 L76x76x6 L64x64x6 L64x64x6
175 169 183 197 185 189
-2023.92 -2750.38 -27994.50 -4537.42 -3342.77 -2554.04
31742.09 8579.34 50360.67 14929.38 10042.20 10042.20
T6
T7
42 - 37
T8
37 - 32
Leg Diagonal Top Girt Mid Girt
L127x127x13 L76x76x6 L64x64x6 L64x64x6
211 225 213 217
-40506.36 -6295.32 -2892.99 -3412.83
69907.13 15005.20 10042.20 10154.42
T9
32 - 30
Leg
2L127x127x13
239
-47026.66
148018.60
Diagonal
L102x102x6
247
-2821.55
21133.21
Top Girt Leg
L64x64x6 2L127x127x13
241 255
-537.17 -44017.80
10154.42 129828.64
Diagonal
L102x102x6
263
-2924.73
19112.93
Top Girt Leg
L64x64x6 2L127x127x13
257 271
-2165.04 -45761.59
8276.54 136785.01
Diagonal Top Girt
L76x76x6 L64x64x6
279 273
-1356.10 -1265.62
3966.57 11748.37
Leg
2L127x127x13
287
-39027.78
123691.56
Diagonal Top Girt
L76x76x6 L76x76x6
301 289
-3646.19 -1161.72
2706.74 2302.79
T10
T11
T12
30 - 27
27 - 23
23 - 18
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 Fail Pass
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
18 - 12
Leg
2L127x127x13
307
-39480.87
109106.46
T14
12 - 6
Diagonal Horizontal Leg Diagonal Top Girt
L76x76x6 L76x76x6 2L127x127x13 L102x102x10 L102x102x6
313 293 319 330 322
T15
6-0
Leg Diagonal Horizontal
2L127x127x13 L102x102x10 L102x102x6
339 343 325
No. T13
49 of 49
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section
Page
Job
RISATower
13:43:38 09/16/13 Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
36.2 37.1 (b) -3823.63 1680.14 227.6 -353.39 3469.29 10.2 -38424.00 102426.41 37.5 -6489.19 5477.87 118.5 -4116.04 16183.94 25.4 31.3 (b) -39048.64 102426.41 38.1 -3780.70 12003.65 31.5 -628.82 12789.62 4.9 Summary Leg (T8) 57.9 Diagonal 227.6 (T13) Horizontal 10.2 (T13) Top Girt 50.4 (T12) Mid Girt 50.5 (T8) Bolt Checks 50.5 RATING = 227.6
Pass Fail Pass Pass Fail Pass Pass Pass Pass Pass Fail Pass Pass Pass Pass Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=65m C. ACTUAL EB. SIMON BOLIVAR.eri
Maximum Values
TIA/EIA-222-F - Service - 65 kph
Deflection (mm)
Elevation (m)
0 65.0000
50
Tilt (deg) 100
0
0.05
0.1
0.15
Twist (deg) 0.2
0.25
0
0.05
0.1 65.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
42.0000
37.0000
37.0000
32.0000
32.0000
30.0000
30.0000
27.0000
27.0000
23.0000
23.0000
18.0000
18.0000
12.0000
12.0000
6.0000
6.0000
0.0000 0
0.0000 50
100
0
0.05
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
0.1
Job:
0.15
0.2
0.25
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SAN ANDRES - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR.eri
Feedline Distribution Chart 0.0000 - 65.0000 Round
65.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
Face D
65.0000
63.0000
57.0000
63.0000
58.5000
58.5000
58.5000
57.5000
57.5000
57.5000
56.5000
56.5000
56.5000
52.5000
52.5000
52.5000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
41.5000
41.5000
41.5000
40.5000
40.5000
40.5000
39.5000
39.5000
39.5000
38.5000
38.5000
38.5000
42.0000
37.0000
34.5000
34.5000
34.5000
7/8 (1 ANT MW E)
23.0000
7/8 (1 ANT MW E)
18.0000
27.0000
7/8 (1 ANT GRIP E)
(2) 1/2 (2 ANT TV E)
23.0000
(2) 1/2 (2 ANT TV E)
27.0000
30.0000
1/2 (1 ANT TV E)
30.0000
(4) 1/2 (4 ANT TV E)
32.0000 (4) 1/2 (8 ANT TV E)
32.0000 (4) 1/2 (8 ANT TV E)
Elevation (m)
37.0000
18.0000
12.0000
12.0000
6.0000
6.0000
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 CABLES GUIA DE ONDA-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SAN ANDRES - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR.eri
Stress Distribution Chart 0.0000 - 65.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
65.0000
65.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
42.0000
37.0000
37.0000
32.0000
32.0000
30.0000
30.0000
27.0000
27.0000
23.0000
23.0000
18.0000
18.0000
12.0000
12.0000
6.0000
6.0000
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-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SAN ANDRES - CONDICION ACTUAL. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR\TC65m C. ACTUAL EB. SIMON BOLIVAR.eri
CONDICION NUEVA. EB. SIMON BOLIVAR.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
298.4
CxMANTENIMIENTO AT15-250 ANT 2 1 KP8F-13 HP8-102 ANT OMNI TV(1(N) 0.30x1.20m L=3m ANT MW GRIP (E) Ø2.40m (E) Ø2.40mE)E)
99 65 64 63.5 58.5 57.5 56.5 52.5 41.5 40.5 39.5 38.5 34.5 DESIGNED APPURTENANCE LOADING
883.7
TYPE
57.0 m
1045.9
L64x64x5
L51x51x5
T3
L51x51x5
7@2
T2
63.0 m
L102x102x10
T1
N.A.
1
65.0 m
51.0 m
ELEVATION
TYPE
ELEVATION
CxMANTENIMIENTO AT15-250 (N)
99 65
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
57.5 57.5
AT15-250 (N) AT15-250 (N)
65 65
1 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
56.5 56.5
AT15-250 (N) AT15-250 (N)
64 64
1 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
56.5 56.5
ANT OMNI L=3m (E) 2 ANT TV 0.30x1.20m (E)
63.5 58.5
HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)
52.5 41.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
58.5 58.5
2 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
40.5 39.5
2 ANT TV 0.30x1.20m (E)
58.5
KP8F-13 (1 ANT GRIP Ø2.40m E)
38.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
57.5 57.5
HP8-102 (1 ANT MW Ø2.40m E)
34.5
MATERIAL STRENGTH 1089.5
6 @ 1.5
L102x102x13
543.3 622.6
1.45
Fu 399896 kPa
Tower designed for a 130 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 65 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: 253.5%
43.5 m 42.0 m
1408.5
37.0 m
1@2
994.4
1@3
1427.0
2.3
30.0 m
1658.1
2.9 1@4
2088.0
3.7
23.0 m
4.7
18.0 m
2542.1
L76x76x6
12.0 m
3422.3
N.A.
3@6
5.9
N.A.
N.A. L102x102x6
9.4
3988.4
AXIAL 25092 kg
23268.9
MOMENT 583072 kg-m
0.0 m
TORQUE 3869 kg-m REACTIONS - 130 kph WIND
Weight (kg)
# Panels @ (m)
12.9
SHEAR 17303 kg
Face Width (m)
Horizontals
MAX. CORNER REACTIONS AT BASE: DOWN: 37785 kg UPLIFT: -26137 kg SHEAR: 14058 kg
6.0 m
L102x102x6
N.A. Mid Girts
Top Girts
Diagonal Grade
Fy 248211 kPa
27.0 m
1@5
L76x76x6
L76x76x6 L102x102x10 Diagonals
Leg Grade
GRADE A36
1. 2. 3. 4.
1256.6
4 @ 2.5
L64x64x6
A36
A572-50 L102x102x6
T10
Fu 448159 kPa
TOWER DESIGN NOTES
1.9
N.A. L64x64x6
N.A.
2L76x76x6 L76x76x6
T6 T7 T8 T9
L127x127x13
344738 kPa
32.0 m
T11 T12 T13
2L127x127x13
T14 T15
Legs
Section
Fy
A572-50
45.0 m
T5
T4
GRADE
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SAN ANDRES - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR.eri
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
1 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:48:00 09/16/13 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 free standing tower with an overall height of 65.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.0000 m at the top and 12.9000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 130 kph. Deflections calculated using a wind speed of 65 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs 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
Page
Job
RISATower
2 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
Leg A
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Leg B
X
Face C
Wind 90
Face A
Face B
Z
Face D
Leg C
W in d
45
Leg D
Wind 0
Square Tower
Tower Section Geometry Tower Section
Tower Elevation
Assembly Database
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
Description
Section Width
Number of Sections
m 1.0000 1.0000 1.0000 1.0000 1.0000 1.4500 1.9000 1.9000 1.9000 2.3000 2.9000 3.7000 4.7000 5.9000 9.4000
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 2.0000 6.0000 6.0000 6.0000 1.5000 1.5000 5.0000 5.0000 2.0000 3.0000 4.0000 5.0000 6.0000 6.0000 6.0000
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000
m 2.0000 2.0000 2.0000 1.5000
X Brace X Brace X Brace X Brace
Has K Brace End Panels No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No
mm 0 0 0 0
mm 0 0 0 0
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
3 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
m 1.5000 1.5000 2.5000 2.5000 2.0000 3.0000 4.0000 5.0000 6.0000 6.0000 6.0000
X Brace X Brace X Brace X Brace X Brace X Brace K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down
Has K Brace End Panels No No No No No No No No No No No
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No No No Yes Yes Yes Yes Yes
mm 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 65.0000-63.0000 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T5 45.0000-43.5000 T6 43.5000-42.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T9 32.0000-30.0000 T10 30.0000-27.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T13 18.0000-12.0000 T14 12.0000-6.0000 T15 6.0000-0.0000
Leg Type
Leg Size
Equal Angle
L102x102x10
Equal Angle
L102x102x10
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
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 Double 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) 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)
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 L51x51x5 L51x51x5 2L76x76x6 2L76x76x6 L76x76x6 L76x76x6 L102x102x6 L102x102x6 L76x76x6 L76x76x6 L76x76x6 L102x102x10 L102x102x10
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
4 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
14:48:00 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T1 65.0000-63.0000 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T5 45.0000-43.5000 T6 43.5000-42.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T9 32.0000-30.0000 T10 30.0000-27.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T14 12.0000-6.0000
Top Girt Type
Top Girt Size
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
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 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T13 18.0000-12.0000 T14 12.0000-6.0000 T15 6.0000-0.0000
No. of Mid Girts 3
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Equal Angle
L51x51x5
Equal Angle
3
Equal Angle
L51x51x5
3
Equal Angle
L51x51x5
1
Equal Angle
L64x64x6
1
Equal Angle
L64x64x6
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
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)
Horizontal Size
Equal Angle Equal Angle Solid Round Solid Round Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Page
Job
RISATower
5 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
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 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
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
RISATower I. P. DOLMEN S.A.
6 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:48:00 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 0.5
K Brace Diags X Y 1 1
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X X X X X m Y Y Y Y Y T1 No No 0.5 1 1 1 1 1 65.0000-63.00 1 1 1 1 1 00 T2 No No 0.5 1 1 1 1 1 1 1 63.0000-57.00 0.5 1 1 1 1 1 1 00 T3 No No 0.5 1 1 1 1 1 1 1 57.0000-51.00 0.5 1 1 1 1 1 1 00 T4 No No 0.5 1 1 1 1 1 1 1 51.0000-45.00 1 0.5 1 1 1 1 1 00 T5 No No 0.5 1 1 1 1 1 1 1 45.0000-43.50 1 0.5 1 1 1 1 1 00 T6 No No 0.5 1 1 1 1 1 1 1 43.5000-42.00 0.5 1 1 1 1 1 1 00 T7 No No 0.5 1 1 1 1 1 1 1 42.0000-37.00 0.5 1 1 0.5 1 1 1 00 T8 No No 0.5 1 1 1 1 1 1 1 37.0000-32.00 0.5 1 1 0.5 1 1 1 00 T9 No No 0.5 1 1 1 1 1 1 1 32.0000-30.00 0.5 1 1 0.5 1 1 1 00 T10 No No 0.5 1 1 1 1 1 1 1 30.0000-27.00 0.5 1 1 0.5 1 1 1 00 T11 No No 0.33 1 1 1 0.5 1 1 1 27.0000-23.00 1 0.33 1 0.5 1 1 1 00 T12 No No 0.33 1 1 1 1 1 1 1 23.0000-18.00 1 0.33 1 1 0.5 1 1 00 T13 No No 0.33 1 1 1 0.5 1 1 1 18.0000-12.00 1 0.33 1 0.25 1 1 1 00 T14 No No 0.33 1 1 1 0.5 1 1 1 12.0000-6.000 1 0.33 1 0.25 1 1 1 0 No No 0.33 1 0.33 1 0.5 0.5 1 1 T15 1 0.33 1 0.25 0.25 1 1 6.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Page
Job
RISATower
7 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
8 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
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.
8
16 A394T0
19 A394T0
8
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
3
Sleeve SS
19 A394T0
8
16 A394T0
Sleeve SS
19 A394T0
8
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
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
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
4
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
Sleeve SS
4
2
2
0
2
0
0
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
9 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (8 ANT TV E) 1/2 (8 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) 7/8 (1 ANT GRIP E) 7/8 (1 ANT MW E) 1 (2 AT15-250 N) 1 (2 AT15-250 N) 1 (1 AT15-250 N)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 58.5000 - 0.0000
4
4
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
kglm 0.37
D
No
Ar (CfAe)
57.5000 - 0.0000
4
4
15
15
0.37
D
No
Ar (CfAe)
56.5000 - 0.0000
4
4
15
15
0.37
D
No
Ar (CfAe)
41.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
40.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
39.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
52.5000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
38.5000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
34.5000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
65.0000 - 0.0000
2
2
32
32
0.86
D
No
Ar (CfAe)
64.0000 - 0.0000
2
2
32
32
0.86
D
No
Ar (CfAe)
65.0000 - 0.0000
1
1
32
32
0.86
Feed Line/Linear Appurtenances Section Areas Tower Section
Weight
T1
Tower Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
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
m2 0.000 0.000 0.000 0.254 0.000 0.000 0.000 1.070 0.000 0.000 0.000 2.026 0.000 0.000 0.000 2.182 0.000 0.000 0.000 0.546 0.000 0.000 0.000 0.546 0.000
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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
Weight kg 0.00 0.00 0.00 6.91 0.00 0.00 0.00 28.87 0.00 0.00 0.00 53.14 0.00 0.00 0.00 57.50 0.00 0.00 0.00 14.38 0.00 0.00 0.00 14.38 0.00
RISATower I. P. DOLMEN S.A.
Tower Section
Tower Elevation m
T8
37.0000-32.0000
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
T13
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
10 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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
B C D A B C D A B C D 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 2.133 0.000 0.000 0.000 2.398 0.000 0.000 0.000 0.988 0.000 0.000 0.000 1.481 0.000 0.000 0.000 1.975 0.000 0.000 0.000 2.469 0.000 0.000 0.000 2.963 0.000 0.000 0.000 2.963 0.000 0.000 0.000 2.963
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
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
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
Weight kg 0.00 0.00 56.01 0.00 0.00 0.00 63.25 0.00 0.00 0.00 26.10 0.00 0.00 0.00 39.15 0.00 0.00 0.00 52.20 0.00 0.00 0.00 65.26 0.00 0.00 0.00 78.31 0.00 0.00 0.00 78.31 0.00 0.00 0.00 78.31
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 41 56 97 99 101 125 177 178 267 355 552 689 835 917 1024
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CPZ Ice mm 41 56 97 99 101 125 177 178 267 355 552 689 835 917 1024
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
11 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
14:48:00 09/16/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 99.0000
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
ANT OMNI L=3m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
B
From Face
2 ANT TV 0.30x1.20m (E)
C
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)
B
From Face
2 ANT TV 0.30x1.20m (E)
C
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
1 ANT TV 0.30x1.20m (E)
A
From Face
1 ANT TV 0.30x1.20m (E)
B
From Face
1 ANT TV 0.30x1.20m (E)
C
From Face
1 ANT TV 0.30x1.20m (E)
D
From Face
Offsets: Horz Lateral Vert m m m 0.4000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
63.5000
No Ice
0.1500
0.1500
85.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
RISATower
12 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Face or Leg
14:48:00 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Page
Job
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
1 ANT TV 0.30x1.20m (E)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
B
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.4000 0.0000 0.0000
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
41.5000
No Ice
0.3000
0.0800
24.00
0.0000
40.5000
No Ice
0.3000
0.0800
24.00
0.0000
39.5000
No Ice
0.1500
0.0400
12.00
0.0000
65.0000
No Ice
0.4750
0.2600
10.00
0.0000
64.0000
No Ice
0.4750
0.2600
10.00
0.0000
65.0000
No Ice
0.4750
0.2600
10.00
0.0000
64.0000
No Ice
0.4750
0.2600
10.00
0.0000
65.0000
No Ice
0.4750
0.2600
10.00
Dishes Description
HP8-102 (1 ANT MW Ø2.40m E) KP8F-13 (1 ANT GRIP Ø2.40m E) HP8-102 (1 ANT MW Ø2.40m E)
Face or Leg
Dish Type
Offset Type
A
Paraboloid w/Shroud (HP)
From Leg
A
Grid
From Leg
A
Paraboloid w/Shroud (HP)
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
Aperture Area
Weight
° Worst
°
m 52.5000
m 2.4384
No Ice
m2 4.6693
kg 113.85
Worst
38.5000
2.4384
No Ice
3.7356
127.91
Worst
34.5000
2.4384
No Ice
4.6693
113.85
Page
Job
RISATower
13 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Tower Pressures - No Ice GH = 1.110 Section Elevation
z
KZ
qz
AG
m 64.0000
1.697
kPa 1.36
m2 2.115
T2 63.0000-57.00 00
60.0000
1.666
1.33
6.345
T3 57.0000-51.00 00
54.0000
1.616
1.29
6.359
T4 51.0000-45.00 00
48.0000
1.563
1.25
6.359
T5 45.0000-43.50 00
44.2500
1.527
1.22
1.928
T6 43.5000-42.00 00
42.7500
1.512
1.21
2.603
T7 42.0000-37.00 00
39.5000
1.478
1.18
9.799
T8 37.0000-32.00 00
34.5000
1.422
1.14
9.862
T9 32.0000-30.00 00
31.0000
1.379
1.10
4.455
T10 30.0000-27.00 00
28.5000
1.347
1.08
8.183
T11 27.0000-23.00 00
25.0000
1.297
1.04
13.711
T12 23.0000-18.00 00
20.5000
1.226
0.98
21.638
T13 18.0000-12.00 00
15.0000
1.121
0.90
32.566
T14 12.0000-6.000
9.0000
1
0.80
46.694
m T1 65.0000-63.00 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 0.734 0.734 0.734 0.734 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.279 2.279 2.279 2.279 0.706 0.706 0.706 0.706 0.793 0.793 0.793 0.793 2.365 2.365 2.365 2.365 2.632 2.632 2.632 2.632 0.734 0.734 0.734 0.734 0.998 0.998 0.998 0.998 0.993 0.993 0.993 0.993 1.274 1.274 1.274 1.274 1.620 1.620 1.620 1.620 2.358 2.358
m2 0.000 0.000 0.000 0.254 0.000 0.000 0.000 1.070 0.000 0.000 0.000 2.026 0.000 0.000 0.000 2.182 0.000 0.000 0.000 0.546 0.000 0.000 0.000 0.546 0.000 0.000 0.000 2.133 0.000 0.000 0.000 2.398 0.000 0.000 0.000 0.988 0.000 0.000 0.000 1.481 0.000 0.000 0.000 1.975 0.000 0.000 0.000 2.469 0.000 0.000 0.000 2.963 0.000 0.000
m2 0.406
1.219
1.219
1.219
0.312
0.312
1.016
1.270
0.000
0.000
0.000
0.000
0.000
0.000
Leg %
55.34 55.34 55.34 41.12 55.98 55.98 55.98 37.53 55.98 55.98 55.98 29.00 53.51 53.51 53.51 27.33 44.15 44.15 44.15 24.90 39.29 39.29 39.29 23.28 42.95 42.95 42.95 22.58 48.24 48.24 48.24 25.24 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
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. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section Elevation
KZ
m
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
0 T15 6.0000-0.0000
3.0000
14 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
1
0.80
67.694
F a c e C D A B C D
AF
AR
Aleg
m2 2.358 2.358 3.300 3.300 3.300 3.300
m2 0.000 2.963 0.000 0.000 0.000 2.963
m2
Leg %
0.00 0.00 0.00 0.00 0.00 0.00
0.000
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 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
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
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
Tower Pressure - Service GH = 1.110 Section Elevation
z
KZ
qz
AG
1.697
kPa 0.34
m2 2.115
60.0000
1.666
0.33
6.345
T3 57.0000-51.00 00
54.0000
1.616
0.32
6.359
T4 51.0000-45.00 00
48.0000
1.563
0.31
6.359
T5 45.0000-43.50 00
44.2500
1.527
0.31
1.928
T6 43.5000-42.00 00
42.7500
1.512
0.30
2.603
T7 42.0000-37.00 00
39.5000
1.478
0.30
9.799
T8 37.0000-32.00 00
34.5000
1.422
0.28
9.862
T9 32.0000-30.00 00
31.0000
1.379
0.28
4.455
T10 30.0000-27.00 00
28.5000
1.347
0.27
8.183
T11
25.0000
1.297
0.26
13.711
m
m 64.0000
T2 63.0000-57.00 00
T1 65.0000-63.00 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
AF
AR
Aleg
m2 0.734 0.734 0.734 0.734 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.279 2.279 2.279 2.279 0.706 0.706 0.706 0.706 0.793 0.793 0.793 0.793 2.365 2.365 2.365 2.365 2.632 2.632 2.632 2.632 0.734 0.734 0.734 0.734 0.998 0.998 0.998 0.998 0.993
m2 0.000 0.000 0.000 0.254 0.000 0.000 0.000 1.070 0.000 0.000 0.000 2.026 0.000 0.000 0.000 2.182 0.000 0.000 0.000 0.546 0.000 0.000 0.000 0.546 0.000 0.000 0.000 2.133 0.000 0.000 0.000 2.398 0.000 0.000 0.000 0.988 0.000 0.000 0.000 1.481 0.000
m2 0.406
1.219
1.219
1.219
0.312
0.312
1.016
1.270
0.000
0.000
0.000
Leg %
55.34 55.34 55.34 41.12 55.98 55.98 55.98 37.53 55.98 55.98 55.98 29.00 53.51 53.51 53.51 27.33 44.15 44.15 44.15 24.90 39.29 39.29 39.29 23.28 42.95 42.95 42.95 22.58 48.24 48.24 48.24 25.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
m 27.0000-23.00 00
m
14:48:00 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
z
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section Elevation
15 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
kPa
m2
T12 23.0000-18.00 00
20.5000
1.226
0.25
21.638
T13 18.0000-12.00 00
15.0000
1.121
0.22
32.566
T14 12.0000-6.000 0
9.0000
1
0.20
46.694
T15 6.0000-0.0000
3.0000
1
0.20
67.694
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 0.993 0.993 0.993 1.274 1.274 1.274 1.274 1.620 1.620 1.620 1.620 2.358 2.358 2.358 2.358 3.300 3.300 3.300 3.300
m2 0.000 0.000 1.975 0.000 0.000 0.000 2.469 0.000 0.000 0.000 2.963 0.000 0.000 0.000 2.963 0.000 0.000 0.000 2.963
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 65.0000-63.00 00
6.91
kg 298.35
T2 63.0000-57.00 00
28.87
883.69
T3 57.0000-51.00 00
53.14
1045.94
T4 51.0000-45.00 00
57.50
1089.51
T5 45.0000-43.50 00
14.38
543.33
T6 43.5000-42.00 00
14.38
622.60
T7 42.0000-37.00 00
56.01
1256.62
T8 37.0000-32.00 00
63.25
1408.53
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
0.347 0.347 0.347 0.467 0.343 0.343 0.343 0.512 0.342 0.342 0.342 0.661 0.358 0.358 0.358 0.702 0.366 0.366 0.366 0.649 0.305 0.305 0.305 0.514 0.241 0.241 0.241 0.459 0.267 0.267 0.267
CF
2.434 2.434 2.434 2.116 2.446 2.446 2.446 2.028 2.449 2.449 2.449 1.848 2.399 2.399 2.399 1.83 2.377 2.377 2.377 1.856 2.574 2.574 2.574 2.024 2.809 2.809 2.809 2.134 2.71 2.71 2.71
RR
0.631 0.631 0.631 0.681 0.63 0.63 0.63 0.704 0.63 0.63 0.63 0.793 0.635 0.635 0.635 0.821 0.638 0.638 0.638 0.785 0.617 0.617 0.617 0.705 0.6 0.6 0.6 0.677 0.606 0.606 0.606
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 0.734 0.734 0.734 0.907 2.178 2.178 2.178 2.931 2.178 2.178 2.178 3.784 2.279 2.279 2.279 4.070 0.706 0.706 0.706 1.134 0.793 0.793 0.793 1.178 2.365 2.365 2.365 3.811 2.632 2.632 2.632
kg 294.87
kglm 147.44
D
895.98
149.33
D
1022.78
170.46
D
1053.20
175.53
D
290.76
193.84
D
326.08
217.39
D
1088.06
217.61
D
1128.70
225.74
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T9 32.0000-30.00 00
26.10
994.41
T10 30.0000-27.00 00
39.15
1427.04
T11 27.0000-23.00 00
52.20
1658.13
T12 23.0000-18.00 00
65.26
2088.01
T13 18.0000-12.00 00
78.31
2542.12
T14 12.0000-6.000 0
78.31
3422.28
T15 6.0000-0.0000
78.31
3988.36
Sum Weight:
712.06
23268.93
16 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:48:00 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.51 0.165 0.165 0.165 0.387 0.122 0.122 0.122 0.303 0.072 0.072 0.072 0.217 0.059 0.059 0.059 0.173 0.05 0.05 0.05 0.141 0.05 0.05 0.05 0.114 0.049 0.049 0.049 0.093
CF
RR
2.031 3.136 3.136 3.136 2.317 3.34 3.34 3.34 2.579 3.593 3.593 3.593 2.91 3.667 3.667 3.667 3.099 3.716 3.716 3.716 3.249 3.712 3.712 3.712 3.38 3.722 3.722 3.722 3.488
0.703 0.584 0.584 0.584 0.646 0.578 0.578 0.578 0.617 0.573 0.573 0.573 0.594 0.572 0.572 0.572 0.585 0.571 0.571 0.571 0.58 0.571 0.571 0.571 0.577 0.571 0.571 0.571 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 OTM
AE
F
w
m2 4.318 0.734 0.734 0.734 1.373 0.998 0.998 0.998 1.912 0.993 0.993 0.993 2.166 1.274 1.274 1.274 2.718 1.620 1.620 1.620 3.339 2.358 2.358 2.358 4.066 3.300 3.300 3.300 5.001 386668 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
397.01
198.50
D
601.06
200.35
D
740.05
185.01
D
934.45
186.89
D
1100.33
183.39
D
1243.64
207.27
D
1578.90
263.15
D
12695.87
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
6.91
kg 298.35
T2 63.0000-57.00 00
28.87
883.69
T3 57.0000-51.00 00
53.14
1045.94
T4 51.0000-45.00 00
57.50
1089.51
T5 45.0000-43.50
14.38
543.33
F a c e A B C D A B C D A B C D A B C D A B
e
0.347 0.347 0.347 0.467 0.343 0.343 0.343 0.512 0.342 0.342 0.342 0.661 0.358 0.358 0.358 0.702 0.366 0.366
CF
RR
2.434 2.434 2.434 2.116 2.446 2.446 2.446 2.028 2.449 2.449 2.449 1.848 2.399 2.399 2.399 1.83 2.377 2.377
0.631 0.631 0.631 0.681 0.63 0.63 0.63 0.704 0.63 0.63 0.63 0.793 0.635 0.635 0.635 0.821 0.638 0.638
DF
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2
DR
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2
AE
F
w
Ctrl. Face
m2 0.881 0.881 0.881 1.089 2.613 2.613 2.613 3.517 2.613 2.613 2.613 4.541 2.734 2.734 2.734 4.884 0.847 0.847
kg 353.85
kglm 176.92
D
1075.17
179.20
D
1227.33
204.56
D
1263.84
210.64
D
348.91
232.60
D
RISATower
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
17 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Section Elevation
Page
Job
Add Weight
Self Weight
kg
kg
00 T6 43.5000-42.00 00
14.38
622.60
T7 42.0000-37.00 00
56.01
1256.62
T8 37.0000-32.00 00
63.25
1408.53
T9 32.0000-30.00 00
26.10
994.41
T10 30.0000-27.00 00
39.15
1427.04
T11 27.0000-23.00 00
52.20
1658.13
T12 23.0000-18.00 00
65.26
2088.01
T13 18.0000-12.00 00
78.31
2542.12
T14 12.0000-6.000 0
78.31
3422.28
T15 6.0000-0.0000
78.31
3988.36
Sum Weight:
712.06
23268.93
14:48:00 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.366 0.649 0.305 0.305 0.305 0.514 0.241 0.241 0.241 0.459 0.267 0.267 0.267 0.51 0.165 0.165 0.165 0.387 0.122 0.122 0.122 0.303 0.072 0.072 0.072 0.217 0.059 0.059 0.059 0.173 0.05 0.05 0.05 0.141 0.05 0.05 0.05 0.114 0.049 0.049 0.049 0.093
CF
RR
DF
DR
2.377 1.856 2.574 2.574 2.574 2.024 2.809 2.809 2.809 2.134 2.71 2.71 2.71 2.031 3.136 3.136 3.136 2.317 3.34 3.34 3.34 2.579 3.593 3.593 3.593 2.91 3.667 3.667 3.667 3.099 3.716 3.716 3.716 3.249 3.712 3.712 3.712 3.38 3.722 3.722 3.722 3.488
0.638 0.785 0.617 0.617 0.617 0.705 0.6 0.6 0.6 0.677 0.606 0.606 0.606 0.703 0.584 0.584 0.584 0.646 0.578 0.578 0.578 0.617 0.573 0.573 0.573 0.594 0.572 0.572 0.572 0.585 0.571 0.571 0.571 0.58 0.571 0.571 0.571 0.577 0.571 0.571 0.571 0.574
1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.2 1.054 1.054 1.054 1.162 1.044 1.044 1.044 1.13 1.037 1.037 1.037 1.106 1.038 1.038 1.038 1.085 1.037 1.037 1.037 1.069
1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.2 1.054 1.054 1.054 1.162 1.044 1.044 1.044 1.13 1.037 1.037 1.037 1.106 1.038 1.038 1.038 1.085 1.037 1.037 1.037 1.069 OTM
AE
F
w
m2 0.847 1.361 0.952 0.952 0.952 1.413 2.794 2.794 2.794 4.573 3.159 3.159 3.159 5.181 0.825 0.825 0.825 1.647 1.090 1.090 1.090 2.295 1.047 1.047 1.047 2.518 1.330 1.330 1.330 3.071 1.680 1.680 1.680 3.691 2.447 2.447 2.447 4.414 3.420 3.420 3.420 5.348 458500 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
391.30
260.86
D
1305.67
261.13
D
1354.44
270.89
D
476.41
238.21
D
721.27
240.42
D
860.23
215.06
D
1055.67
211.13
D
1216.46
202.74
D
1349.92
224.99
D
1688.45
281.41
D
14688.91
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
6.91
kg 298.35
T2
28.87
883.69
F a c e A B C D A
e
0.347 0.347 0.347 0.467 0.343
CF
RR
2.434 2.434 2.434 2.116 2.446
0.631 0.631 0.631 0.681 0.63
DF
DR
1 1 1 1 1
1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.734 0.734 0.734 0.907 2.178
kg 73.72
kglm 36.86
D
223.99
37.33
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m 63.0000-57.00 00
kg
kg
T3 57.0000-51.00 00
53.14
1045.94
T4 51.0000-45.00 00
57.50
1089.51
T5 45.0000-43.50 00
14.38
543.33
T6 43.5000-42.00 00
14.38
622.60
T7 42.0000-37.00 00
56.01
1256.62
T8 37.0000-32.00 00
63.25
1408.53
T9 32.0000-30.00 00
26.10
994.41
T10 30.0000-27.00 00
39.15
1427.04
T11 27.0000-23.00 00
52.20
1658.13
T12 23.0000-18.00 00
65.26
2088.01
T13 18.0000-12.00 00
78.31
2542.12
T14 12.0000-6.000 0
78.31
3422.28
T15 6.0000-0.0000
78.31
3988.36
Sum Weight:
712.06
23268.93
18 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:48:00 09/16/13
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
e
0.343 0.343 0.512 0.342 0.342 0.342 0.661 0.358 0.358 0.358 0.702 0.366 0.366 0.366 0.649 0.305 0.305 0.305 0.514 0.241 0.241 0.241 0.459 0.267 0.267 0.267 0.51 0.165 0.165 0.165 0.387 0.122 0.122 0.122 0.303 0.072 0.072 0.072 0.217 0.059 0.059 0.059 0.173 0.05 0.05 0.05 0.141 0.05 0.05 0.05 0.114 0.049 0.049 0.049 0.093
CF
RR
2.446 2.446 2.028 2.449 2.449 2.449 1.848 2.399 2.399 2.399 1.83 2.377 2.377 2.377 1.856 2.574 2.574 2.574 2.024 2.809 2.809 2.809 2.134 2.71 2.71 2.71 2.031 3.136 3.136 3.136 2.317 3.34 3.34 3.34 2.579 3.593 3.593 3.593 2.91 3.667 3.667 3.667 3.099 3.716 3.716 3.716 3.249 3.712 3.712 3.712 3.38 3.722 3.722 3.722 3.488
0.63 0.63 0.704 0.63 0.63 0.63 0.793 0.635 0.635 0.635 0.821 0.638 0.638 0.638 0.785 0.617 0.617 0.617 0.705 0.6 0.6 0.6 0.677 0.606 0.606 0.606 0.703 0.584 0.584 0.584 0.646 0.578 0.578 0.578 0.617 0.573 0.573 0.573 0.594 0.572 0.572 0.572 0.585 0.571 0.571 0.571 0.58 0.571 0.571 0.571 0.577 0.571 0.571 0.571 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 1 1 1 1 OTM
AE
F
w
m2 2.178 2.178 2.931 2.178 2.178 2.178 3.784 2.279 2.279 2.279 4.070 0.706 0.706 0.706 1.134 0.793 0.793 0.793 1.178 2.365 2.365 2.365 3.811 2.632 2.632 2.632 4.318 0.734 0.734 0.734 1.373 0.998 0.998 0.998 1.912 0.993 0.993 0.993 2.166 1.274 1.274 1.274 2.718 1.620 1.620 1.620 3.339 2.358 2.358 2.358 4.066 3.300 3.300 3.300 5.001 96667 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
255.69
42.62
D
263.30
43.88
D
72.69
48.46
D
81.52
54.35
D
272.01
54.40
D
282.18
56.44
D
99.25
49.63
D
150.26
50.09
D
185.01
46.25
D
233.61
46.72
D
275.08
45.85
D
310.91
51.82
D
394.72
65.79
D
3173.97
Page
Job
RISATower
19 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
6.91
kg 298.35
T2 63.0000-57.00 00
28.87
883.69
T3 57.0000-51.00 00
53.14
1045.94
T4 51.0000-45.00 00
57.50
1089.51
T5 45.0000-43.50 00
14.38
543.33
T6 43.5000-42.00 00
14.38
622.60
T7 42.0000-37.00 00
56.01
1256.62
T8 37.0000-32.00 00
63.25
1408.53
T9 32.0000-30.00 00
26.10
994.41
T10 30.0000-27.00 00
39.15
1427.04
T11 27.0000-23.00 00
52.20
1658.13
T12 23.0000-18.00 00
65.26
2088.01
T13 18.0000-12.00 00
78.31
2542.12
T14 12.0000-6.000 0
78.31
3422.28
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.347 0.347 0.347 0.467 0.343 0.343 0.343 0.512 0.342 0.342 0.342 0.661 0.358 0.358 0.358 0.702 0.366 0.366 0.366 0.649 0.305 0.305 0.305 0.514 0.241 0.241 0.241 0.459 0.267 0.267 0.267 0.51 0.165 0.165 0.165 0.387 0.122 0.122 0.122 0.303 0.072 0.072 0.072 0.217 0.059 0.059 0.059 0.173 0.05 0.05 0.05 0.141 0.05 0.05 0.05
CF
RR
DF
DR
2.434 2.434 2.434 2.116 2.446 2.446 2.446 2.028 2.449 2.449 2.449 1.848 2.399 2.399 2.399 1.83 2.377 2.377 2.377 1.856 2.574 2.574 2.574 2.024 2.809 2.809 2.809 2.134 2.71 2.71 2.71 2.031 3.136 3.136 3.136 2.317 3.34 3.34 3.34 2.579 3.593 3.593 3.593 2.91 3.667 3.667 3.667 3.099 3.716 3.716 3.716 3.249 3.712 3.712 3.712
0.631 0.631 0.631 0.681 0.63 0.63 0.63 0.704 0.63 0.63 0.63 0.793 0.635 0.635 0.635 0.821 0.638 0.638 0.638 0.785 0.617 0.617 0.617 0.705 0.6 0.6 0.6 0.677 0.606 0.606 0.606 0.703 0.584 0.584 0.584 0.646 0.578 0.578 0.578 0.617 0.573 0.573 0.573 0.594 0.572 0.572 0.572 0.585 0.571 0.571 0.571 0.58 0.571 0.571 0.571
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.2 1.054 1.054 1.054 1.162 1.044 1.044 1.044 1.13 1.037 1.037 1.037 1.106 1.038 1.038 1.038
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.2 1.054 1.054 1.054 1.162 1.044 1.044 1.044 1.13 1.037 1.037 1.037 1.106 1.038 1.038 1.038
AE
F
w
Ctrl. Face
m2 0.881 0.881 0.881 1.089 2.613 2.613 2.613 3.517 2.613 2.613 2.613 4.541 2.734 2.734 2.734 4.884 0.847 0.847 0.847 1.361 0.952 0.952 0.952 1.413 2.794 2.794 2.794 4.573 3.159 3.159 3.159 5.181 0.825 0.825 0.825 1.647 1.090 1.090 1.090 2.295 1.047 1.047 1.047 2.518 1.330 1.330 1.330 3.071 1.680 1.680 1.680 3.691 2.447 2.447 2.447
kg 88.46
kglm 44.23
D
268.79
44.80
D
306.83
51.14
D
315.96
52.66
D
87.23
58.15
D
97.82
65.22
D
326.42
65.28
D
338.61
67.72
D
119.10
59.55
D
180.32
60.11
D
215.06
53.76
D
263.92
52.78
D
304.12
50.69
D
337.48
56.25
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T15 6.0000-0.0000
78.31
3988.36
Sum Weight:
712.06
23268.93
20 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:48:00 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D
e
0.114 0.049 0.049 0.049 0.093
CF
RR
DF
DR
3.38 3.722 3.722 3.722 3.488
0.577 0.571 0.571 0.571 0.574
1.085 1.037 1.037 1.037 1.069
1.085 1.037 1.037 1.037 1.069 OTM
AE
F
w
m2 4.414 3.420 3.420 3.420 5.348 114625 kg-m
kg
kglm
422.11
70.35
Designed by
Ing. C. Londoño M.
Ctrl. Face
D
3672.23
Mast Vectors - No Ice Section No. T1
Section Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
T8
37.0000-32.0000
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
T13
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
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 kg 294.87 353.85 294.87 895.98 1075.17 895.98 1022.78 1227.33 1022.78 1053.20 1263.84 1053.20 290.76 348.91 290.76 326.08 391.30 326.08 1088.06 1305.67 1088.06 1128.70 1354.44 1128.70 397.01 476.41 397.01 601.06 721.27 601.06 740.05 860.23 740.05 934.45 1055.67 934.45 1100.33 1216.46 1100.33 1243.64 1349.92 1243.64 1578.90
Vx kg 0.00 250.21 294.87 0.00 760.26 895.98 0.00 867.86 1022.78 0.00 893.67 1053.20 0.00 246.71 290.76 0.00 276.69 326.08 0.00 923.25 1088.06 0.00 957.73 1128.70 0.00 336.87 397.01 0.00 510.02 601.06 0.00 608.27 740.05 0.00 746.47 934.45 0.00 860.17 1100.33 0.00 954.54 1243.64 0.00
Vz kg -294.87 -250.21 0.00 -895.98 -760.26 0.00 -1022.78 -867.86 0.00 -1053.20 -893.67 0.00 -290.76 -246.71 0.00 -326.08 -276.69 0.00 -1088.06 -923.25 0.00 -1128.70 -957.73 0.00 -397.01 -336.87 0.00 -601.06 -510.02 0.00 -740.05 -608.27 0.00 -934.45 -746.47 0.00 -1100.33 -860.17 0.00 -1243.64 -954.54 0.00 -1578.90
OTMx
OTMz
Torque
kg-m -18868 -16010 4 -53744 -45601 15 -55203 -46837 27 -50524 -42867 29 -12857 -10908 9 -13928 -11816 12 -42924 -36414 54 -38879 -32981 61 -12280 -10415 28 -17079 -14484 51 -18415 -15120 87 -19018 -15165 138 -16297 -12694 208 -10892 -8290 300 -4299
kg-m
kg-m
0 -16013 -18872 0 -45616 -53759 0 -46864 -55230 0 -42896 -50554 0 -10917 -12866 0 -11828 -13940 0 -36468 -42978 0 -33042 -38940 0 -10443 -12307 0 -14535 -17130 0 -15207 -18501 0 -15303 -19156 0 -12903 -16505 0 -8591 -11193 0
0 10 12 0 43 50 0 84 99 0 88 104 0 25 29 0 34 41 0 163 192 0 171 201 0 90 106 0 181 213 0 335 408 0 514 644 0 718 919 0 875 1140 0
RISATower I. P. DOLMEN S.A.
Page
Job
Project
Section No.
Section Elevation m
Wind Azimuth ° 45 90
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
21 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
F
Vx
kg 1688.45 1578.90
Wind 90 Wind Normal
kg 1193.91 1578.90
Vz kg -1193.91 0.00
OTMx
OTMz
kg-m -3144 437
kg-m -3582 -4737
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Torque kg-m 1223 1617
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 10386.63 12695.87
Vz kg -12695.87 -10386.63 0.00
OTMx
OTMz
Torque
kg-m -385207 -322747 1461
kg-m
kg-m
0 -324208 -386668
0 4556 5777
Mast Vectors - Service Section No. T1
Section Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
T8
37.0000-32.0000
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
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
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
F
Vx
Vz
OTMx
OTMz
Torque
kg 73.72 88.46 73.72 223.99 268.79 223.99 255.69 306.83 255.69 263.30 315.96 263.30 72.69 87.23 72.69 81.52 97.82 81.52 272.01 326.42 272.01 282.18 338.61 282.18 99.25 119.10 99.25 150.26 180.32 150.26 185.01 215.06 185.01 233.61 263.92
kg
kg -73.72 -62.55 0.00 -223.99 -190.07 0.00 -255.69 -216.96 0.00 -263.30 -223.42 0.00 -72.69 -61.68 0.00 -81.52 -69.17 0.00 -272.01 -230.81 0.00 -282.18 -239.43 0.00 -99.25 -84.22 0.00 -150.26 -127.50 0.00 -185.01 -152.07 0.00 -233.61 -186.62
kg-m -4714 -4000 4 -13425 -11389 15 -13780 -11689 27 -12609 -10695 29 -3208 -2720 9 -3473 -2945 12 -10691 -9063 54 -9674 -8200 61 -3049 -2583 28 -4231 -3583 51 -4539 -3715 87 -4651 -3688
kg-m
kg-m
0.00 62.55 73.72 0.00 190.07 223.99 0.00 216.96 255.69 0.00 223.42 263.30 0.00 61.68 72.69 0.00 69.17 81.52 0.00 230.81 272.01 0.00 239.43 282.18 0.00 84.22 99.25 0.00 127.50 150.26 0.00 152.07 185.01 0.00 186.62
0 -4003 -4718 0 -11404 -13440 0 -11716 -13808 0 -10724 -12638 0 -2729 -3216 0 -2957 -3485 0 -9117 -10745 0 -8260 -9735 0 -2611 -3077 0 -3634 -4283 0 -3802 -4625 0 -3826
0 3 3 0 11 13 0 21 25 0 22 26 0 6 7 0 9 10 0 41 48 0 43 50 0 22 26 0 45 53 0 84 102 0 129
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
T13
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
14:48:00 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section Elevation m
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section No.
22 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
kg 233.61 275.08 304.12 275.08 310.91 337.48 310.91 394.72 422.11 394.72
kg 233.61 0.00 215.04 275.08 0.00 238.63 310.91 0.00 298.48 394.72
kg
kg-m
kg-m -4789 0 -3226 -4126 0 -2148 -2798 0 -895 -1184
0.00 -275.08 -215.04 0.00 -310.91 -238.63 0.00 -394.72 -298.48 0.00
138 -3918 -3017 208 -2498 -1847 300 -747 -458 437
Designed by
Ing. C. Londoño M.
Torque kg-m
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -3173.97 -2596.66 0.00
kg-m
kg-m
kg-m
0.00 2596.66 3173.97
-95206 -79591 1461
0 -81052 -96667
0 1139 1444
Discrete Appurtenance Pressures - No Ice Description
ANT OMNI L=3m 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 1 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
Aiming Azimuth ° 45.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 135.0000 135.0000 225.0000 225.0000 45.0000 Sum Weight:
Weight kg 85.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 12.00 12.00 12.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 435.00
Offsetx
Offsetz
m 0.7828 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 1.3743 1.3743 1.3743 0.9243 0.9243 -0.9243 -0.9243 0.7828
m -0.7828 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 -1.3743 -1.3743 -1.3743 0.9243 0.9243 0.9243 0.9243 -0.7828
z m 63.5000 58.5000 58.5000 58.5000 58.5000 57.5000 57.5000 57.5000 57.5000 56.5000 56.5000 56.5000 56.5000 41.5000 40.5000 39.5000 65.0000 64.0000 65.0000 64.0000 65.0000
Kz 1.693 1.654 1.654 1.654 1.654 1.646 1.646 1.646 1.646 1.637 1.637 1.637 1.637 1.499 1.489 1.478 1.704 1.697 1.704 1.697 1.704
qz kPa 1.35 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.31 1.31 1.31 1.31 1.20 1.19 1.18 1.36 1.36 1.36 1.36 1.36
GH = 1.110
CAAC Front m2 0.1500 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.1500 0.1500 0.1500 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.1500 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.0400 0.0400 0.0400 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600
161 0 180 230 0 219 285 0 306 404
Page
Job
RISATower
23 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Discrete Appurtenance Vectors - No Ice ANT OMNI L=3m - Elevation 63.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.25 22.98 16.25
Vz
kg 16.25 0.00 16.25
OTMx
kg 0.00 16.25 22.98
OTMz
kg-m -22.98 -16.25 0.00
Torque
kg-m -1526 -1098 -67
kg-m -67 -1098 -1526
18 0 -18
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.75 44.90
Vz
kg 11.97 8.47 0.00
OTMx
kg 0.00 31.75 44.90
OTMz
kg-m -11.97 -8.47 0.00
Torque
kg-m -700 -495 0
kg-m 26 -1831 -2600
-13 -9 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.90 31.75 0.00
Vz
kg 0.00 8.47 11.97
OTMx
kg 0.00 8.47 11.97
OTMz
kg-m -44.90 -31.75 0.00
Torque
kg-m -2638 -1869 -12
kg-m 0 -495 -700
0 -4 -6
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.75 44.90
Vz
kg 11.97 8.47 0.00
OTMx
kg 0.00 31.75 44.90
OTMz
kg-m -11.97 -8.47 0.00
Torque
kg-m -700 -495 0
kg-m -26 -1884 -2653
13 9 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.90 31.75 0.00
Vz
kg 0.00 8.47 11.97
OTMx
kg 0.00 8.47 11.97
OTMz
kg-m -44.90 -31.75 0.00
Torque
kg-m -2614 -1845 12
kg-m 0 -495 -700
0 4 6
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 31.59 44.68
Vz
kg 11.91 8.42 0.00
OTMx
kg 0.00 31.59 44.68
OTMz
kg-m -11.91 -8.42 0.00
Torque
kg-m -685 -484 0
kg-m 26 -1790 -2542
-13 -9 0
Page
Job
RISATower
24 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.68 31.59 0.00
Vz
kg 0.00 8.42 11.91
OTMx
kg 0.00 8.42 11.91
OTMz
kg-m -44.68 -31.59 0.00
Torque
kg-m -2581 -1828 -12
kg-m 0 -484 -685
0 -4 -6
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.59 44.68
Vz
kg 11.91 8.42 0.00
OTMx
kg 0.00 31.59 44.68
OTMz
kg-m -11.91 -8.42 0.00
Torque
kg-m -685 -484 0
kg-m -26 -1843 -2595
13 9 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.68 31.59 0.00
Vz
kg 0.00 8.42 11.91
OTMx
kg 0.00 8.42 11.91
OTMz
kg-m -44.68 -31.59 0.00
Torque
kg-m -2557 -1804 12
kg-m 0 -484 -685
0 4 6
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.72 22.23
Vz
kg 5.93 4.19 0.00
OTMx
kg 0.00 15.72 22.23
OTMz
kg-m -5.93 -4.19 0.00
Torque
kg-m -335 -237 0
kg-m 13 -875 -1243
-7 -5 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 22.23 15.72 0.00
Vz
kg 0.00 4.19 5.93
OTMx
kg 0.00 4.19 5.93
OTMz
kg-m -22.23 -15.72 0.00
Torque
kg-m -1262 -894 -6
kg-m 0 -237 -335
0 -2 -3
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 15.72 22.23
Vz
kg 5.93 4.19 0.00
OTMx
kg 0.00 15.72 22.23
OTMz
kg-m -5.93 -4.19 0.00
Torque
kg-m -335 -237 0
kg-m -13 -901 -1269
7 5 0
Page
Job
RISATower
25 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 22.23 15.72 0.00
Vz
kg 0.00 4.19 5.93
OTMx
kg 0.00 4.19 5.93
OTMz
kg-m -22.23 -15.72 0.00
Torque
kg-m -1250 -882 6
kg-m 0 -237 -335
0 2 3
2 ANT TV 0.30x1.20m - Elevation 41.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 28.78 40.70 28.78
Vz
kg 7.67 0.00 7.67
OTMx
kg 14.92 28.78 25.78
OTMz
kg-m -25.78 -28.78 -14.92
Torque
kg-m -1103 -1227 -652
kg-m -652 -1227 -1103
15 0 -15
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 28.58 40.42 28.58
Vz
kg 7.62 0.00 7.62
OTMx
kg 14.82 28.58 25.60
OTMz
kg-m -25.60 -28.58 -14.82
Torque
kg-m -1070 -1191 -633
kg-m -633 -1191 -1070
15 0 -15
1 ANT TV 0.30x1.20m - Elevation 39.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.19 20.07 14.19
Vz
kg 3.78 0.00 3.78
OTMx
kg 7.36 14.19 12.71
OTMz
kg-m -12.71 -14.19 -7.36
Torque
kg-m -518 -577 -307
kg-m -307 -577 -518
7 0 -7
AT15-250 - Elevation 65 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 51.80 0.00 51.80
Vz
kg 28.35 40.10 28.35
OTMx
kg -16.58 28.35 56.68
OTMz
kg-m -56.68 -28.35 16.58
Torque
kg-m -3675 -1834 1087
kg-m 1068 -1852 -3693
37 52 37
AT15-250 - Elevation 64 - From Leg C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 51.57 0.00 51.57
Vz
kg 28.23 39.92 28.23
OTMx
kg -16.51 28.23 56.43
OTMz
kg-m -56.43 -28.23 16.51
Torque
kg-m -3602 -1797 1066
kg-m 1047 -1816 -3621
37 52 37
Page
Job
RISATower
26 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
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 65 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 51.80 73.26 51.80
Vz
kg 28.35 0.00 28.35
OTMx
kg
OTMz
kg-m
16.58 51.80 56.68
-56.68 -51.80 -16.58
Torque
kg-m -3675 -3358 -1068
kg-m -1068 -3358 -3675
-37 0 37
AT15-250 - Elevation 64 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 51.57 72.94 51.57
Vz
kg 28.23 0.00 28.23
OTMx
kg
OTMz
kg-m
16.51 51.57 56.43
-56.43 -51.57 -16.51
Torque
kg-m -3602 -3291 -1047
kg-m -1047 -3291 -3602
-37 0 37
AT15-250 - Elevation 65 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 51.80 73.26 51.80
Vz
kg 28.35 0.00 28.35
OTMx
kg
OTMz
kg-m
16.58 51.80 56.68
-56.68 -51.80 -16.58
Torque
kg-m -3692 -3375 -1086
kg-m -1086 -3375 -3692
31 0 -31
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -653.19 -499.83 -53.68
kg-m
kg-m
kg-m
53.68 499.83 653.19
-38806 -29305 -2708
-2745 -29342 -38843
86 105 61
Discrete Appurtenance Pressures - Service Description
ANT OMNI L=3m 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
Aiming Azimuth ° 45.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000
Weight kg 85.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 12.00 12.00
Offsetx
Offsetz
m 0.7828 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000
m -0.7828 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000
z m 63.5000 58.5000 58.5000 58.5000 58.5000 57.5000 57.5000 57.5000 57.5000 56.5000 56.5000 56.5000
Kz 1.693 1.654 1.654 1.654 1.654 1.646 1.646 1.646 1.646 1.637 1.637 1.637
qz kPa 0.34 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33
GH = 1.110
CAAC Front m2 0.1500 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.1500 0.1500
CAAC Side m2 0.1500 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.0400 0.0400
Page
Job
RISATower
Project
I. P. DOLMEN S.A.
14:48:00 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
1 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
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Description
27 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 180.0000 45.0000 45.0000 45.0000 135.0000 135.0000 225.0000 225.0000 45.0000 Sum Weight:
Weight kg 12.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 435.00
Offsetx
Offsetz
z
m 0.0000 1.3743 1.3743 1.3743 0.9243 0.9243 -0.9243 -0.9243 0.7828
m 0.5000 -1.3743 -1.3743 -1.3743 0.9243 0.9243 0.9243 0.9243 -0.7828
Kz
m 56.5000 41.5000 40.5000 39.5000 65.0000 64.0000 65.0000 64.0000 65.0000
qz
1.637 1.499 1.489 1.478 1.704 1.697 1.704 1.697 1.704
kPa 0.33 0.30 0.30 0.30 0.34 0.34 0.34 0.34 0.34
CAAC Front m2 0.1500 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.0400 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service ANT OMNI L=3m - Elevation 63.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 4.06 5.75 4.06
Vz
kg 4.06 0.00 4.06
OTMx
kg 0.00 4.06 5.75
OTMz
kg-m -5.75 -4.06 0.00
Torque
kg-m -431 -325 -67
kg-m -67 -325 -431
4 0 -4
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.94 11.22
Vz
kg 2.99 2.12 0.00
OTMx
kg 0.00 7.94 11.22
OTMz
kg-m -2.99 -2.12 0.00
Torque
kg-m -175 -124 0
kg-m 26 -438 -630
-3 -2 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.22 7.94 0.00
Vz
kg 0.00 2.12 2.99
OTMx
kg 0.00 2.12 2.99
OTMz
kg-m -11.22 -7.94 0.00
Torque
kg-m -669 -476 -12
kg-m 0 -124 -175
0 -1 -1
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 7.94 11.22
Vz
kg 2.99 2.12 0.00
OTMx
kg 0.00 7.94 11.22
OTMz
kg-m -2.99 -2.12 0.00
Torque
kg-m -175 -124 0
kg-m -26 -491 -683
3 2 0
Page
Job
RISATower
28 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.22 7.94 0.00
Vz
kg 0.00 2.12 2.99
OTMx
kg 0.00 2.12 2.99
OTMz
kg-m -11.22 -7.94 0.00
Torque
kg-m -645 -452 12
kg-m 0 -124 -175
0 1 1
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.90 11.17
Vz
kg 2.98 2.11 0.00
OTMx
kg 0.00 7.90 11.17
OTMz
kg-m -2.98 -2.11 0.00
Torque
kg-m -171 -121 0
kg-m 26 -428 -616
-3 -2 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.17 7.90 0.00
Vz
kg 0.00 2.11 2.98
OTMx
kg 0.00 2.11 2.98
OTMz
kg-m -11.17 -7.90 0.00
Torque
kg-m -654 -466 -12
kg-m 0 -121 -171
0 -1 -1
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.90 11.17
Vz
kg 2.98 2.11 0.00
OTMx
kg 0.00 7.90 11.17
OTMz
kg-m -2.98 -2.11 0.00
Torque
kg-m -171 -121 0
kg-m -26 -481 -669
3 2 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.17 7.90 0.00
Vz
kg 0.00 2.11 2.98
OTMx
kg 0.00 2.11 2.98
OTMz
kg-m -11.17 -7.90 0.00
Torque
kg-m -630 -442 12
kg-m 0 -121 -171
0 1 1
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 3.93 5.56
Vz
kg 1.48 1.05 0.00
OTMx
kg 0.00 3.93 5.56
OTMz
kg-m -1.48 -1.05 0.00
Torque
kg-m -84 -59 0
kg-m 13 -209 -301
-2 -1 0
Page
Job
RISATower
29 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.56 3.93 0.00
Vz
kg 0.00 1.05 1.48
OTMx
kg 0.00 1.05 1.48
OTMz
kg-m -5.56 -3.93 0.00
Torque
kg-m -320 -228 -6
kg-m 0 -59 -84
0 -1 -1
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 3.93 5.56
Vz
kg 1.48 1.05 0.00
OTMx
kg 0.00 3.93 5.56
OTMz
kg-m -1.48 -1.05 0.00
Torque
kg-m -84 -59 0
kg-m -13 -235 -327
2 1 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.56 3.93 0.00
Vz
kg 0.00 1.05 1.48
OTMx
kg 0.00 1.05 1.48
OTMz
kg-m -5.56 -3.93 0.00
Torque
kg-m -308 -216 6
kg-m 0 -59 -84
0 1 1
2 ANT TV 0.30x1.20m - Elevation 41.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 7.20 10.18 7.20
Vz
kg 1.92 0.00 1.92
OTMx
kg 3.73 7.20 6.44
OTMz
kg-m -6.44 -7.20 -3.73
Torque
kg-m -300 -332 -188
kg-m -188 -332 -300
4 0 -4
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 7.15 10.10 7.15
Vz
kg 1.91 0.00 1.91
OTMx
kg 3.71 7.15 6.40
OTMz
kg-m -6.40 -7.15 -3.71
Torque
kg-m -292 -322 -183
kg-m -183 -322 -292
4 0 -4
1 ANT TV 0.30x1.20m - Elevation 39.5 - From Leg B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 3.55 5.02 3.55
Vz
kg 0.95 0.00 0.95
OTMx
kg 1.84 3.55 3.18
OTMz
kg-m -3.18 -3.55 -1.84
Torque
kg-m -142 -157 -89
kg-m -89 -157 -142
2 0 -2
Page
Job
RISATower
30 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 65 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 12.95 0.00 12.95
Vz
kg 7.09 10.02 7.09
OTMx
kg -4.14 7.09 14.17
OTMz
kg-m -14.17 -7.09 4.14
Torque
kg-m -912 -452 279
kg-m 260 -470 -930
9 13 9
AT15-250 - Elevation 64 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.89 0.00 12.89
7.06 9.98 7.06
OTMx
kg -4.13 7.06 14.11
OTMz
kg-m -14.11 -7.06 4.13
Torque
kg-m -894 -442 273
kg-m 255 -461 -912
9 13 9
AT15-250 - Elevation 65 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.95 18.31 12.95
7.09 0.00 7.09
OTMx
kg 4.14 12.95 14.17
OTMz
kg-m -14.17 -12.95 -4.14
Torque
kg-m -912 -833 -260
kg-m -260 -833 -912
-9 0 9
AT15-250 - Elevation 64 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.89 18.23 12.89
7.06 0.00 7.06
OTMx
kg 4.13 12.89 14.11
OTMz
kg-m -14.11 -12.89 -4.13
Torque
kg-m -894 -816 -255
kg-m -255 -816 -894
-9 0 9
AT15-250 - Elevation 65 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.95 18.31 12.95
7.09 0.00 7.09
OTMx
kg 4.14 12.95 14.17
OTMz
kg-m -14.17 -12.95 -4.14
Torque
kg-m -929 -850 -277
kg-m -277 -850 -929
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
kg
kg -163.30 -124.96 -13.42
kg-m
13.42 124.96 163.30
OTMz
Torque
kg-m -9791 -7416 -767
kg-m -804 -7453 -9828
22 26 15
8 0 -8
Page
Job
RISATower
31 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
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 Pressures - No Ice Elevation m
Dish Description
Aiming Azimuth ° 315.0000 315.0000 315.0000 Sum Weight:
52.5000 HP8-102 38.5000 KP8F-13 34.5000 HP8-102
Weight kg
Offsetx m
113.85 127.91 113.85 355.61
Offsetz m
-0.7828 -1.2328 -1.2328
Kz
-0.7828 -1.2328 -1.2328
AA m2
1.603 1.467 1.422
qz kPa
4.6693 3.7356 4.6693
1.28 1.17 1.14
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.001520 0.001520 0.001520
Wind Azimuth ° 0 45 90
CM
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.003230 0.003230 0.003230
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
HP8-102 - Elevation 52.5 - From Leg A FA FS FM Vx kg 854.84 854.84 854.84
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 604.46 854.84
KP8F-13 - Elevation 38.5 - From Leg A FA FS FM Vx kg 294.54 294.54 294.54
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 208.27 294.54
HP8-102 - Elevation 34.5 - From Leg A FA FS FM Vx kg 758.20 758.20 758.20
kg
kg 0.00 0.00 0.00
kg -294.54 -208.27 0.00
Vz
kg 0.00 0.00 0.00
kg -854.84 -604.46 0.00
0.00 536.13 758.20
kg -758.20 -536.13 0.00
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1907.59 -1348.87 0.00
kg-m
kg-m
kg-m
0.00 1348.87 1907.59
-82764 -58636 -387
387 -57862 -81990
-1967 -2782 -1967
OTMx
OTMz
kg-m -44968 -31823 -89
kg-m
OTMx
OTMz
kg-m -11498 -8176 -158
kg-m
OTMx
OTMz
kg-m -26298 -18637 -140
kg-m
89 -31645 -44790
158 -7861 -11182
140 -18356 -26018
Torque kg-m -669 -946 -669
Torque kg-m -363 -514 -363
Torque kg-m -935 -1322 -935
Page
Job
RISATower
32 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
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 Pressures - Service Elevation m
Dish Description
Aiming Azimuth ° 315.0000 315.0000 315.0000 Sum Weight:
52.5000 HP8-102 38.5000 KP8F-13 34.5000 HP8-102
Weight kg
Offsetx m
113.85 127.91 113.85 355.61
Offsetz m
-0.7828 -1.2328 -1.2328
Kz
-0.7828 -1.2328 -1.2328
AA m2
1.603 1.467 1.422
qz kPa
4.6693 3.7356 4.6693
0.32 0.29 0.28
Dish Vectors - Service Wind Azimuth ° 0 45 90
CA
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.001520 0.001520 0.001520
Wind Azimuth ° 0 45 90
CM
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.003230 0.003230 0.003230
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
HP8-102 - Elevation 52.5 - From Leg A FA FS FM Vx kg 213.71 213.71 213.71
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 151.12 213.71
kg -213.71 -151.12 0.00
0 45 90
kg-m -11309 -8023 -89
kg-m 89 -7844 -11131
Vz
OTMx
OTMz
kg 73.64 73.64 73.64
kg -73.64 -52.07 0.00
kg-m -2993 -2162 -158
kg-m
Vz
OTMx
OTMz
kg-m -6680 -4764 -140
kg-m
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 52.07 73.64
HP8-102 - Elevation 34.5 - From Leg A FA FS FM Vx kg 189.55 189.55 189.55
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 134.03 189.55
kg -189.55 -134.03 0.00
Vx
Vz
OTMx
OTMz
Torque
kg
kg -476.90 -337.22 0.00
kg-m
kg-m
kg-m
0.00 337.22 476.90
OTMz
KP8F-13 - Elevation 38.5 - From Leg A FA FS FM Vx
Dish Totals - Service Wind Azimuth °
OTMx
-20981 -14950 -387
387 -14175 -20207
-492 -695 -492
158 -1847 -2677
140 -4484 -6399
Torque kg-m -167 -237 -167
Torque kg-m -91 -128 -91
Torque kg-m -234 -330 -234
Page
Job
RISATower
33 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
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 99
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 99
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
34 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
14:48:00 09/16/13
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.
Force Totals Load Case
Vertical Forces kg 13280.20 9988.73 23268.93 25091.60
Leg Weight Bracing Weight Total Member Self-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
53.68 12235.33 15256.64
-15256.64 -12235.33 -53.68
13.42 3058.83 3814.16
-3814.16 -3058.83 -13.42
25091.60
Sum of Overturning Moments, Mx kg-m
Sum of Overturning Moments, Mz kg-m
954 954 -506778 -410689 -1634 954 -127440 -103418 -1154
Sum of Torques
230 230 -2358 -411412 -507501 230 -417 -102680 -126702
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
65 - 63
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
Diagonal
Top Girt
T2
63 - 57
Leg
Gov. Load Comb. 3 3 4 4 4 4 4 4 2 3 2 3 4 4 1 3 1 3 3
Force kg 252.92 -426.84 -303.20 68.95 -104.78 104.30 223.02 -258.46 33.09 -198.16 1.98 -1.33 17.92 -4.90 6.59 15.54 3.43 -0.00 3886.53
Major Axis Moment kg-m 0 -21 31 -3 0 0 0 0 1 1 1 0 0 0 -1 0 0 0 14
Minor Axis Moment kg-m 0 -15 3 -30 0 0 0 0 0 -1 0 0 0 0 0 0 0 0 17
kg-m
-1881 1878 3871 -470 470 968
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
Mid Girt
T3
57 - 51
Leg
Diagonal
Top Girt
Mid Girt
T4
51 - 45
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
35 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Gov. Load Comb. 3 2 2 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 2 2 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2
Force kg -4442.57 2249.35 -2795.22 71.48 -71.45 1067.68 -1176.52 1063.19 -456.87 2.68 -1.54 85.68 -41.48 21.05 73.05 3.43 -0.00 350.34 -266.76 40.36 160.64 2.72 -0.00 13451.22 -14416.06 13451.22 -14340.54 328.45 -330.79 2607.06 -2746.58 2606.82 -936.63 3.90 2.10 492.59 -395.22 47.90 407.62 3.43 -0.00 922.39 -795.69 62.05 532.28 2.72 -0.00 32779.57 -33241.05 -869.84 -869.84 -79.23 -72.64 3742.76 -3752.46 3742.76 -3160.63 7.94 -3.33 1229.95 -1083.32
Major Axis Moment kg-m -20 29 3 -28 -2 0 0 1 0 1 0 0 0 -1 0 0 0 0 0 -1 0 0 0 64 -11 -96 -11 73 23 0 0 3 -1 3 0 0 0 -1 0 0 0 0 0 -1 0 0 0 15 -52 78 78 -72 62 6 0 6 -2 6 0 0 0
Minor Axis Moment kg-m -21 -3 -29 2 28 0 0 -1 -2 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 11 -56 11 96 -24 -74 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 18 -45 -79 -79 64 -70 2 0 2 3 2 0 0 0
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T5
45 - 43.5
Leg
Diagonal
Top Girt
T6
43.5 - 42
Leg
Diagonal
Top Girt
T7
42 - 37
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
36 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
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. 1 3 1 3 2 2 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 3 3 3 2 2 2 2 3 3 3 3 3 3 2 2 1
Force kg 70.48 -871.37 3.43 -0.00 2189.03 -1995.01 94.16 -1610.41 2.72 -0.00 28134.82 -28554.92 -28498.43 -1339.32 64.01 58.91 7290.57 -7400.95 1332.06 -2609.03 -58.01 88.67 1853.37 -1741.40 1853.37 -1399.28 3.39 -0.51 27358.32 -29411.46 -1316.25 -1371.97 57.93 63.87 2368.45 -2396.85 -2136.05 437.42 41.05 41.54 3747.92 -3417.11 3747.92 -2733.82 6.48 0.97 31012.96 -33334.73 18594.85 -21110.02 142.11 -142.95 4784.72 -5190.38 -853.47 -3794.92 -15.17 -0.64 4844.44 -4139.69 351.33
Major Axis Moment kg-m -1 0 0 0 0 0 -1 0 0 0 29 -7 -52 46 -51 46 0 -42 -43 37 0 0 0 0 -1 0 0 0 12 -14 -50 46 46 -50 0 0 -32 27 -32 0 0 0 -2 0 0 0 53 -31 78 21 75 21 0 0 16 0 16 0 0 0 -4
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 0 0 23 -7 -45 -50 48 -50 0 68 -59 -70 0 0 0 0 0 0 0 0 15 -14 48 -49 -49 48 0 0 -37 -39 -37 0 0 0 0 0 0 0 34 -58 -22 -78 -19 -75 0 0 0 1 0 0 0 0 0
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T8
37 - 32
Leg
Diagonal
Top Girt
Mid Girt
T9
32 - 30
Leg
Diagonal
Top Girt
T10
30 - 27
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
37 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 1 3 2 2 1 3 1 3 3 3 3 3 2 3 3 3 3 3 3 3 2 2 1 3 1 3 2 2 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 3 3 3 3 3 3 3 3 3 3 3
Force kg -3287.88 8.59 -0.00 3580.74 -3126.47 224.34 -2499.53 8.59 -0.00 45188.41 -47470.72 -1966.43 -1751.42 396.99 -405.57 6669.08 -7049.09 -1485.64 -6087.74 -16.90 -2.07 3987.92 -3508.26 234.40 -2815.43 8.59 -0.00 4624.37 -4090.59 254.91 -3292.14 8.59 -0.00 51770.19 -54690.45 -54536.33 -2694.91 -93.82 111.10 2973.05 -3268.71 -271.96 -644.74 23.90 -11.54 670.92 -640.77 670.92 -530.95 -8.54 -0.85 47612.33 -50800.59 47412.01 -3058.48 133.56 130.81 2915.40 -3372.94 -3335.76 326.50
Major Axis Moment kg-m 0 0 0 0 0 -4 0 0 0 21 -69 -119 -119 77 96 0 0 18 -1 18 0 0 0 -4 0 0 0 0 0 -4 0 0 0 -83 16 98 -4 -83 -4 0 0 25 -19 25 0 0 0 -4 0 0 0 -34 101 -119 -9 -119 -9 0 0 22 19
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 0 39 -70 115 116 -44 -100 0 0 2 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -3 1 -92 1 -92 0 0 9 14 9 0 0 0 0 0 0 0 -3 -16 -15 -177 -15 -177 0 0 -2 10
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
T11
27 - 23
Leg
Diagonal
Top Girt
T12
23 - 18
Leg
Diagonal
Top Girt
T13
18 - 12
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
38 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 3 3 2 2 2 3 2 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 2 3 2 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 3 3 3 2 2 2 4 2 4 4 4 4 2 4
Force kg -20.76 -6.70 2919.35 -2556.87 2919.35 -2047.34 10.34 -1.03 48215.68 -52542.14 48215.68 -3492.09 -136.21 -158.77 1654.13 -1724.72 -912.44 374.43 10.11 2.45 1711.26 -1479.83 1513.43 -1479.81 14.14 -4.44 40952.44 -44207.91 40613.02 -4060.72 177.31 199.41 3250.73 -4058.96 -616.24 3250.73 10.12 2.94 1626.21 -1347.86 1626.21 -1071.46 20.13 -2.01 40535.86 -44655.97 40126.40 -4089.75 187.50 -219.42 3232.20 -4259.30 4.30 3090.24 16.08 -3.69 262.01 -414.77 -120.08 -68.06 16.09
Major Axis Moment kg-m 22 0 0 0 -6 0 0 0 -119 46 -119 -9 -119 -9 0 0 -11 0 0 0 0 0 11 -3 11 0 -86 147 -185 -16 -185 -16 0 0 -14 0 0 0 0 0 -19 0 0 0 -185 85 -214 -16 -214 -16 0 0 -27 0 0 0 8 8 8 8 8
Minor Axis Moment kg-m -2 0 0 0 0 1 0 0 -15 -10 -15 -177 -15 -177 0 0 0 -3 0 0 0 0 4 5 4 0 -11 -28 -28 -272 -28 -272 0 0 0 -4 0 0 0 0 0 2 0 0 -28 -2 -2 -272 -2 -272 0 0 0 6 0 0 20 20 56 57 56
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T14
12 - 6
Component Type
Leg
Diagonal
Top Girt
T15
6-0
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Elevation m
39 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
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
Gov. Load Comb. 2 3 3 3 3 3 3 3 2 2 4 2 4 4 4 1 1 1 1 3 3 3 3 3 3 3 3 3 4 3 4 4 4 3 4 3 4
Force kg 25.32 30301.72 -43021.85 29979.35 -8078.65 276.10 241.80 9207.13 -7523.12 -7144.92 3413.27 30.79 -20.67 1217.82 -4599.33 -1140.13 -1140.13 41.73 -12.17 29644.89 -43644.64 29644.89 -8257.95 -348.18 -284.60 6602.31 -4329.88 2176.52 -1252.30 67.27 28.31 171.38 -688.19 103.96 -220.93 -41.91 108.12
Major Axis Moment kg-m 0 -214 147 -390 -123 -390 -123 0 0 -53 0 0 0 0 0 -62 0 0 0 -390 0 -390 -125 -390 -125 0 0 -151 0 0 0 0 40 41 40 41 0
Minor Axis Moment kg-m 0 -2 -31 -32 -349 -32 -349 0 0 0 36 0 0 0 0 0 18 0 0 -32 0 -32 -348 -32 -348 0 0 0 -64 0 0 0 260 139 463 139 0
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
40 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Maximum Reactions Location
Condition
Leg D
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z
Leg C
Leg B
Leg A
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
Vertical kg
Horizontal, X kg
Horizontal, Z kg
6318.73 6318.73 -26136.75 -26136.75 -26136.75 6318.73 25945.68 -13332.51 -13332.51 -13332.51 25945.68 25945.68 37784.74 6227.07 37784.74 6227.07 37784.74 6227.07 25888.11 25888.11 25888.11 -13387.34 -13387.34 -13387.34
1585.57 1585.57 -7608.30 -7608.30 -7608.30 1585.57 -5492.39 6053.54 6053.54 6053.54 -5492.39 -5492.39 -9902.43 -1568.44 -9902.43 -1568.44 -9902.43 -1568.44 8025.37 8025.37 8025.37 -2080.20 -2080.20 -2080.20
-1580.29 -1580.29 7542.53 7542.53 7542.53 -1580.29 -7990.64 2114.19 2114.19 2114.19 -7990.64 -7990.64 9978.60 1573.72 9978.60 1573.72 9978.60 1573.72 5448.36 5448.36 5448.36 -6098.90 -6098.90 -6098.90
Tower Mast Reaction Summary Load Combination Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Vertical kg 25091.61 25091.57 25091.60 25091.57 25091.60 25091.60 25091.60
Shearx
Shearz
kg
kg
0.00 53.68 12235.12 15256.36 13.42 3058.72 3814.03
-0.02 -15256.36 -12235.13 -53.68 -3814.03 -3058.72 -13.42
Overturning Moment, Mx kg-m 952 -508314 -411925 -1639 -126360 -102266 303
Overturning Moment, Mz kg-m 230 -2368 -412662 -509035 -418 -102987 -127081
Torque kg-m 0 -1881 1876 3869 -470 469 967
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 53.68 12235.33 15256.64 13.42 3058.83 3814.16
Sum of Applied Forces PY kg -25091.60 -25091.60 -25091.60 -25091.60 -25091.60 -25091.60 -25091.60
PZ kg 0.00 -15256.64 -12235.33 -53.68 -3814.16 -3058.83 -13.42
PX kg -0.00 -53.68 -12235.12 -15256.36 -13.42 -3058.72 -3814.03
Sum of Reactions PY kg 25091.61 25091.57 25091.60 25091.57 25091.60 25091.60 25091.60
PZ kg 0.02 15256.36 12235.13 53.68 3814.03 3058.72 13.42
% Error 0.000% 0.001% 0.001% 0.001% 0.001% 0.001% 0.001%
Page
Job
RISATower
41 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged?
Number of Cycles 8 13 13 13 12 12 12
Yes Yes Yes Yes Yes Yes Yes
Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00003501 0.00006647 0.00007620 0.00006680 0.00014143 0.00014711 0.00014229
Maximum Tower Deflections - Service Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
Elevation m 65 - 63 63 - 57 57 - 51 51 - 45 45 - 43.5 43.5 - 42 42 - 37 37 - 32 32 - 30 30 - 27 27 - 23 23 - 18 18 - 12 12 - 6 6-0
Horz. Deflection mm 117.80 108.82 82.06 56.63 35.58 31.75 28.24 17.84 10.31 8.41 6.03 4.12 1.60 0.09 0.36
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.2564 0.2561 0.2475 0.2221 0.1583 0.1417 0.1300 0.0981 0.0614 0.0523 0.0426 0.0303 0.0226 0.0141 0.0066
° 0.0232 0.0235 0.0248 0.0221 0.0109 0.0105 0.0103 0.0091 0.0065 0.0058 0.0051 0.0028 0.0014 0.0002 0.0001
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 99.0000 65.0000 64.0000 63.5000 58.5000 57.5000 56.5000 52.5000 41.5000 40.5000 39.5000 38.5000
CxMANTENIMIENTO AT15-250 AT15-250 ANT OMNI L=3m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m KP8F-13
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 117.80 117.80 113.31 111.07 88.69 84.26 79.87 62.76 27.11 24.90 22.77 20.72
° 0.2564 0.2564 0.2563 0.2562 0.2506 0.2486 0.2464 0.2319 0.1267 0.1205 0.1144 0.1082
° 0.0232 0.0232 0.0234 0.0234 0.0245 0.0247 0.0249 0.0240 0.0102 0.0101 0.0099 0.0096
Radius of Curvature m Inf Inf Inf Inf 40926 32461 25907 13116 13769 12802 11561 10539
Page
Job
RISATower
42 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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 34.5000
HP8-102
Gov. Load Comb. 6
Deflection
Tilt
Twist
mm 13.60
° 0.0787
° 0.0078
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Radius of Curvature m 6568
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
Elevation m 65 - 63 63 - 57 57 - 51 51 - 45 45 - 43.5 43.5 - 42 42 - 37 37 - 32 32 - 30 30 - 27 27 - 23 23 - 18 18 - 12 12 - 6 6-0
Horz. Deflection mm 471.83 435.99 328.95 227.06 142.65 127.32 113.25 71.54 41.36 33.73 24.19 16.52 6.42 0.34 1.46
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
Tilt
Twist
° 1.0243 1.0233 0.9909 0.8904 0.6348 0.5678 0.5210 0.3933 0.2462 0.2099 0.1709 0.1216 0.0910 0.0565 0.0266
° 0.0930 0.0941 0.0994 0.0886 0.0436 0.0419 0.0412 0.0363 0.0261 0.0234 0.0203 0.0113 0.0054 0.0010 0.0006
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 99.0000 65.0000 64.0000 63.5000 58.5000 57.5000 56.5000 52.5000 41.5000 40.5000 39.5000 38.5000 34.5000
CxMANTENIMIENTO AT15-250 AT15-250 ANT OMNI L=3m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m KP8F-13 HP8-102
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 471.83 471.83 453.91 444.95 355.48 337.76 320.17 251.65 108.72 99.86 91.32 83.12 54.54
° 1.0243 1.0243 1.0242 1.0239 1.0028 0.9951 0.9864 0.9293 0.5078 0.4828 0.4584 0.4336 0.3159
° 0.0930 0.0930 0.0935 0.0938 0.0981 0.0990 0.0997 0.0959 0.0409 0.0403 0.0395 0.0385 0.0312
Radius of Curvature m 99704 99704 99704 99704 10771 8458 6692 3327 3443 3202 2892 2637 1639
RISATower I. P. DOLMEN S.A.
43 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
m T1
T2
T3
T4
T5
T6
T7
T8
T9
T10
T11
65
63
57
51
45
43.5
42
37
32
30
27
Leg
A394T0
Bolt Size mm
Number Of Bolts
19
4
Maximum Load per Bolt kg 213.42
Allowable Load kg 9950.69
Diagonal
A394T0
16
2
129.23
3699.61
Top Girt
A394T0
16
2
8.96
3699.61
Leg
A394T0
19
8
312.10
9950.69
Diagonal
A394T0
16
2
588.26
3699.61
Top Girt
A394T0
16
2
42.84
3699.61
Mid Girt
A394T0
16
2
175.17
2922.37
Leg
A394T0
19
8
1798.68
9979.03
Diagonal
A394T0
16
2
1373.29
3699.61
Top Girt
A394T0
16
2
246.29
3699.61
Mid Girt
A394T0
16
2
461.19
2922.37
Leg
A394T0
19
8
4873.40
9979.03
Diagonal
A394T0
16
2
1876.23
3699.61
Top Girt
A394T0
16
2
614.98
3699.61
Mid Girt
A394T0
16
2
1094.51
2922.37
Leg
A394T0
19
8
7138.73
9979.03
Diagonal
A394T0
16
3
2466.98
9865.64
Top Girt
A394T0
16
2
926.68
3699.61
Leg
A394T0
19
8
7352.87
9979.03
Diagonal
A394T0
16
3
798.95
9865.64
Top Girt
A394T0
16
2
1873.96
4932.82
Leg
A394T0
19
8
7005.74
9979.03
Diagonal
A394T0
16
3
1730.13
4932.82
Top Girt
A394T0
16
2
2422.22
4932.82
Mid Girt
A394T0
16
2
1790.37
2922.37
Leg
A394T0
19
16
5141.74
9979.03
Diagonal
A394T0
16
3
2349.70
4932.82
Top Girt
A394T0
16
2
1993.96
4932.82
Mid Girt
A394T0
16
2
2312.18
2922.37
Leg
A394T0
19
16
6836.32
9979.03
Diagonal
A394T0
16
2
1634.35
4932.82
Top Girt
A394T0
16
2
335.46
4932.82
Leg
A394T0
19
16
6350.07
9979.03
Diagonal
A394T0
16
2
1686.47
4932.82
Top Girt
A394T0
16
2
1459.67
4932.82
Leg
A394T0
19
16
6567.75
9979.03
Diagonal
A394T0
16
2
862.36
4932.82
Top Girt
A394T0
16
2
855.63
4932.82
Ratio Load Allowable 0.021 0.035 0.002 0.031 0.159 0.012 0.060 0.180 0.371 0.067 0.158 0.488 0.507 0.166 0.375 0.715 0.250 0.250 0.737 0.081 0.380 0.702 0.351 0.491 0.613 0.515 0.476 0.404 0.791 0.685 0.331 0.068 0.636 0.342 0.296 0.658 0.175 0.173
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
Bolt Shear
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
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 Shear
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
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. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
Bolt Grade
m T12
T13
T14
T15
23
18
12
6
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25.
Section No.
44 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
Leg
A394T0
Bolt Size mm
Number Of Bolts
19
16
Maximum Load per Bolt kg 5525.98
Allowable Load kg 9979.03
Diagonal
A394T0
16
2
2029.48
4932.82
Top Girt
A394T0
16
2
813.11
4932.82
Leg
A394T0
19
16
5582.00
9979.03
Diagonal
A394T0
16
2
2129.65
4932.82
Horizontal
A394T0
16
2
207.39
4932.82
Leg
A394T0
19
16
5377.75
9979.03
Diagonal
A394T0
16
4
2301.78
7399.23
Top Girt
A394T0
16
2
2299.67
4932.82
Leg
A394T0
19
16
5455.58
9979.03
Diagonal
A394T0
16
3
2200.77
7399.23
Horizontal
A394T0
16
3
229.40
4932.82
Ratio Load Allowable 0.554 0.411 0.165 0.559 0.432 0.042 0.539 0.311 0.466 0.547 0.297 0.047
14:48:00 09/16/13 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
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 167932
mm 1845
Actual P kg -426.84
50.0 K=0.50
167932
1845
-4442.57
31597.12
0.141
2.0000
50.3 K=0.50
167520
2419
-14416.08
41328.04
0.349
6.0000
1.5000
37.8 K=0.50
180245
2419
-33241.03
44467.58
0.748
L102x102x13
1.5334
1.5334
38.6 K=0.50
179450
2419
-28554.92
44271.26
0.645
43.5 - 42
L102x102x13
1.5334
1.5334
38.6 K=0.50
179450
2419
-29411.48
44271.26
0.664
T7
42 - 37
L102x102x13
5.0000
2.5000
62.9 K=0.50
153138
2419
-33334.74
37779.95
0.882
T8
37 - 32
L127x127x13
5.0000
2.5000
50.1 K=0.50
167823
3065
-47470.72
52443.46
0.905
T9
32 - 30
2L127x127x13
2.0199
2.0199
40.4 K=0.50
177670
6129
-54690.55
111041.71
0.493
T10
30 - 27
2L127x127x13
3.0298
3.0298
60.7 K=0.50
155837
6129
-50800.55
97395.83
0.522
T11
27 - 23
2L127x127x13
4.0398
4.0398
53.4 K=0.33
164186
6129
-52542.34
102614.42
0.512
T12
23 - 18
2L127x127x13
5.0497
5.0497
66.7 K=0.33
148470
6129
-44207.90
92791.87
0.476
T13
18 - 12
2L127x127x13
6.0597
6.0597
80.1 K=0.33
130963
6129
-44655.95
81850.31
0.546
T1
m 65 - 63
L102x102x10
m 2.0000
m 2.0000
T2
63 - 57
L102x102x10
6.0000
2.0000
T3
57 - 51
L102x102x13
6.0000
T4
51 - 45
L102x102x13
T5
45 - 43.5
T6
Kl/r
50.0 K=0.50
Fa
A 2
Allow. Pa kg 31597.12
Ratio P Pa 0.014
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
45 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T14
m 12 - 6
2L127x127x13
m 6.4904
m 6.4904
T15
6-0
2L127x127x13
6.4904
6.4904
Kl/r
85.8 K=0.33 85.8 K=0.33
Fa
A
kPa 122945 122945
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
mm2 6129
Actual P kg -43021.84
Allow. Pa kg 76839.02
Ratio P Pa 0.560
6129
-43644.62
76839.02
0.568
Allow. Pa kg 5523.17
Ratio P Pa 0.047
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
kPa 117418
mm 461
Actual P kg -258.46
64.1 K=1.00
117418
461
-1176.52
5523.17
0.213
1.0044
64.1 K=1.00
117418
461
-2746.58
5523.17
0.497
1.8028
0.8098
80.9 K=1.00
105164
461
-3752.46
4946.74
0.759
2L76x76x6
1.9497
1.0744
45.5 K=1.00
129208
1858
-7400.95
24481.11
0.302
43.5 - 42
2L76x76x6
2.2597
1.2137
51.4 K=1.00
125680
1858
-2396.85
23812.52
0.101
T7
42 - 37
L76x76x6
3.1401
1.4861
62.9 K=1.00
118223
929
-5190.37
11199.83
0.463
T8
37 - 32
L76x76x6
3.1401
1.4651
62.0 K=1.00
118824
929
-7049.10
11256.71
0.626
T9
32 - 30
L102x102x6
2.9069
1.5044
47.4 K=1.00
124219
1252
-3268.71
15853.87
0.206
T10
30 - 27
L102x102x6
3.9812
2.1237
66.9 K=1.00
112344
1252
-3372.94
14338.29
0.235
T11
27 - 23
L76x76x6
4.4252
4.2768
181.0 K=1.00
31411
929
-1724.72
2975.67
0.580
T12
23 - 18
L76x76x6
5.3547
5.1772
219.2 K=1.00
21434
929
-4058.96
2030.56
1.999
T13
18 - 12
KL/R > 200 (C) - 301 L76x76x6
6.7129
6.5713
278.2 K=1.00
13305
929
-4259.30
1260.42
3.379
T14
12 - 6
KL/R > 200 (C) - 313 L102x102x10
6.9112
6.7833
217.1 K=1.00
21841
1845
-7523.10
4109.43
1.831
T15
6-0
KL/R > 200 (C) - 330 L102x102x10
8.9814
8.8960
146.7 K=0.33
47860
1845
-4329.89
9004.99
0.481
Allow. Pa kg
Ratio P Pa
T1
m 65 - 63
L51x51x5
m 2.2361
m 1.0044
T2
63 - 57
L51x51x5
2.2361
1.0044
T3
57 - 51
L51x51x5
2.2361
T4
51 - 45
L51x51x5
T5
45 - 43.5
T6
Kl/r
64.1 K=1.00
Fa
A 2
Horizontal Design Data (Compression) Section No.
Elevation m
Size
L m
Lu m
Kl/r
Fa kPa
A mm
2
Actual P kg
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
46 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T13
m 18 - 12
L76x76x6
m 4.7000
m 4.5730
T15
6-0
L102x102x6
9.4000
4.6365
Kl/r
193.6 K=1.00 114.8 K=0.50
Fa
A
kPa 27473 75176
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
mm2 929
Actual P kg -414.77
Allow. Pa kg 2602.62
Ratio P Pa 0.159
1252
-688.19
9594.62
0.072
kPa 112238
2
mm 582
Actual P kg -4.90
Allow. Pa kg 6660.33
Ratio P Pa 0.001
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 65 - 63
L64x64x5
m 1.0000
m 0.8984
T2
63 - 57
L64x64x5
1.0000
0.8984
71.5 K=1.00
112238
582
-41.48
6660.33
0.006
T3
57 - 51
L64x64x5
1.0000
0.8984
71.5 K=1.00
112238
582
-395.22
6660.33
0.059
T4
51 - 45
L64x64x5
1.0000
0.8984
71.5 K=1.00
112238
582
-1083.32
6660.33
0.163
T5
45 - 43.5
L64x64x5
1.0000
0.8984
71.5 K=1.00
112238
582
-1741.41
6660.33
0.261
T6
43.5 - 42
L64x64x6
1.4500
1.3484
108.1 K=1.00
82211
768
-3417.11
6436.11
0.531
T7
42 - 37
L64x64x6
1.9000
1.7984
92.1 K=1.00
96229
768
-4139.69
7533.54
0.550
T8
37 - 32
L64x64x6
1.9000
1.7984
92.1 K=1.00
96229
768
-3508.26
7533.54
0.466
T9
32 - 30
L64x64x6
1.9000
1.7730
90.8 K=1.00
97304
768
-640.77
7617.72
0.084
T10
30 - 27
L64x64x6
2.3000
2.1730
111.3 K=1.00
79310
768
-2556.87
6208.96
0.412
T11
27 - 23
L64x64x6
2.9000
2.7730
71.0 K=0.50
112578
768
-1479.83
8813.48
0.168
T12
23 - 18
L76x76x6
3.7000
3.5730
237.6 K=1.00
18235
929
-1347.85
1727.53
0.780
T14
12 - 6
KL/R > 200 (C) - 289 L102x102x6
5.9000
5.7730
90.9 K=0.50
95127
1252
-4599.34
12140.99
0.379
Allow. Pa kg 4615.62
Ratio P Pa 0.058
71.5 K=1.00
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
T2
m 63 - 57
L51x51x5
m 1.0000
m 0.8984
T3
57 - 51
L51x51x5
1.0000
0.8984
T4
51 - 45
L51x51x5
1.0000
0.8984
Kl/r
Fa
A
kPa 98125
mm2 461
Actual P kg -266.76
89.8 K=1.00
98125
461
-795.69
4615.62
0.172
89.8
98125
461
-1995.01
4615.62
0.432
89.8 K=1.00
Project
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES CONDICION NUEVA.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
47 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T7
42 - 37
L64x64x6
1.9000
1.7984
92.1 K=1.00
96229
768
-3126.47
7533.54
0.415
T8
37 - 32
L64x64x6
1.9000
1.7730
90.8 K=1.00
97304
768
-4090.59
7617.72
0.537
Allow. Pa kg 32487.16
Ratio P Pa 0.008
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 2.0000
64.0
kPa 224080
mm2 1422
Actual P kg 252.92
T1
m 65 - 63
L102x102x10
m 2.0000
T2
63 - 57
L102x102x10
6.0000
2.0000
64.0
224080
1422
3886.53
32487.16
0.120
T3
57 - 51
L102x102x13
6.0000
2.0000
64.5
224080
1855
13451.20
42382.55
0.317
T4
51 - 45
L102x102x13
6.0000
1.5000
48.4
224080
1855
32779.59
42382.55
0.773
T5
45 - 43.5
L102x102x13
1.5334
1.5334
49.5
224080
1855
28134.85
42382.55
0.664
T6
43.5 - 42
L102x102x13
1.5334
1.5334
49.5
224080
1855
27358.34
42382.55
0.646
T7
42 - 37
L102x102x13
5.0000
2.5000
80.7
224080
1855
31018.70
42382.55
0.732
T8
37 - 32
L127x127x13
5.0000
2.5000
63.9
224080
2500
45160.98
57124.53
0.791
T9
32 - 30
2L127x127x13
2.0199
2.0199
80.9
206843
6129
51770.33
129273.86
0.400
T10
30 - 27
2L127x127x13
3.0298
3.0298
121.3
206843
6129
47612.24
129273.86
0.368
T11
27 - 23
2L127x127x13
4.0398
4.0398
161.8
206843
6129
48215.52
129273.86
0.373
T12
23 - 18
2L127x127x13
5.0497
5.0497
202.2
206843
6129
40952.46
129273.86
0.317
T13
18 - 12
2L127x127x13
6.0597
6.0597
242.7
206843
6129
40535.84
129273.86
0.314
T14
12 - 6
2L127x127x13
6.4904
6.4904
259.9
206843
6129
30301.70
129273.86
0.234
T15
6-0
2L127x127x13
6.4904
6.4904
259.9
206843
6129
29644.90
129273.86
0.229
Page
Job
RISATower
48 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A mm2 461
Actual P kg 223.02
Allow. Pa kg 7005.28
Ratio P Pa 0.032
T1
m 65 - 63
L51x51x5
m 2.2361
m 1.0044
64.1
kPa 148927
T2
63 - 57
L51x51x5
2.2361
1.0044
64.1
148927
461
1067.68
7005.28
0.152
T3
57 - 51
L51x51x5
2.2361
1.0044
64.1
148927
461
2607.06
7005.28
0.372
T4
51 - 45
L51x51x5
1.8028
0.8098
51.7
148927
461
3742.76
7005.28
0.534
T5
45 - 43.5
2L76x76x6
1.9497
1.0744
45.5
148927
1858
7290.55
28217.08
0.258
T6
43.5 - 42
2L76x76x6
2.2597
1.2137
51.4
148927
1858
2368.45
28217.08
0.084
T7
42 - 37
L76x76x6
3.1401
1.4861
62.9
148927
929
4784.72
14108.54
0.339
T8
37 - 32
L76x76x6
3.1401
1.4651
62.0
148927
929
6669.08
14108.54
0.473
T9
32 - 30
L102x102x6
2.9069
1.5044
47.4
148927
1252
2973.04
19007.34
0.156
T10
30 - 27
L102x102x6
3.9812
2.1237
66.9
148927
1252
2915.40
19007.34
0.153
T11
27 - 23
L76x76x6
4.4252
4.2768
181.0
148927
929
1654.12
14108.54
0.117
T12
23 - 18
L76x76x6
5.3547
5.1772
219.2
148927
929
3250.73
14108.54
0.230
T13
18 - 12
L76x76x6
6.7129
6.5713
278.2
148927
929
3232.20
14108.54
0.229
T14
12 - 6
L102x102x10
6.9112
6.7833
217.1
148927
1845
9207.16
28021.13
0.329
T15
6-0
L102x102x10
8.9814
8.8960
284.7
148927
1845
6602.31
28021.13
0.236
Allow. Pa kg 14108.54
Ratio P Pa 0.019
19007.34
0.009
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 4.5730
193.6
kPa 148927
mm2 929
Actual P kg 262.01
T13
m 18 - 12
L76x76x6
m 4.7000
T15
6-0
L102x102x6
9.4000
4.6365
292.1
148927
1252
171.38
Page
Job
RISATower
49 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Top Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A mm2 582
Actual P kg 17.92
Allow. Pa kg 8837.43
Ratio P Pa 0.002
T1
m 65 - 63
L64x64x5
m 1.0000
m 0.8984
45.5
kPa 148927
T2
63 - 57
L64x64x5
1.0000
0.8984
45.5
148927
582
85.68
8837.43
0.010
T3
57 - 51
L64x64x5
1.0000
0.8984
45.5
148927
582
492.59
8837.43
0.056
T4
51 - 45
L64x64x5
1.0000
0.8984
45.5
148927
582
1229.95
8837.43
0.139
T5
45 - 43.5
L64x64x5
1.0000
0.8984
45.5
148927
582
1853.37
8837.43
0.210
T6
43.5 - 42
L64x64x6
1.4500
1.3484
69.0
148927
768
3747.92
11659.14
0.321
T7
42 - 37
L64x64x6
1.9000
1.7984
92.1
148927
768
4844.46
11659.14
0.416
T8
37 - 32
L64x64x6
1.9000
1.7984
92.1
148927
768
3987.92
11659.14
0.342
T9
32 - 30
L64x64x6
1.9000
1.7730
90.8
148927
768
670.92
11659.14
0.058
T10
30 - 27
L64x64x6
2.3000
2.1730
111.3
148927
768
2919.35
11659.14
0.250
T11
27 - 23
L64x64x6
2.9000
2.7730
142.0
148927
768
1711.26
11659.14
0.147
T12
23 - 18
L76x76x6
3.7000
3.5730
151.3
148927
929
1626.21
14108.54
0.115
T14
12 - 6
L102x102x6
5.9000
5.7730
181.8
148927
1252
1217.81
19007.34
0.064
Allow. Pa kg 5666.60
Ratio P Pa 0.062
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T2
m 63 - 57
L51x51x5
m 1.0000
m 0.8984
57.3
kPa 199948
mm2 278
Actual P kg 350.34
T3
57 - 51
L51x51x5
1.0000
0.8984
57.3
199948
278
922.39
5666.60
0.163
T4
51 - 45
L51x51x5
1.0000
0.8984
57.3
199948
278
2189.02
5666.60
0.386
T7
42 - 37
L64x64x6
1.9000
1.7984
92.1
199948
485
3580.74
9890.31
0.362
T8
37 - 32
L64x64x6
1.9000
1.7730
90.8
199948
485
4624.38
9890.31
0.468
Page
Job
RISATower
50 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SAN ANDRES 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.
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
65 - 63
Leg
L102x102x10
3
-426.84
42118.96
Pass
Diagonal Top Girt
L51x51x5 L64x64x5
10 6
-258.46 17.92
7362.38 11780.30
Leg Diagonal Top Girt
L102x102x10 L51x51x5 L64x64x5
19 32 22
-4442.57 -1176.52 85.68
42118.96 7362.38 11780.30
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x102x13 L51x51x5 L64x64x5
26 59 73 64
350.34 -14416.08 -2746.58 -395.22
7553.57 55090.27 7362.38 8878.21
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x102x13 L51x51x5 L64x64x5
68 97 113 101
-795.69 32779.59 -3752.46 -1083.32
6152.62 56495.94 6594.01 8878.21
1.0 1.6 (b) 3.5 0.2 0.2 (b) 10.5 16.0 0.7 0.9 (b) 4.6 26.2 37.3 4.5 5.0 (b) 12.9 58.0 56.9 12.2 12.5 (b) 32.4 49.8 53.7 (b) 22.7 19.6 49.8 55.3 (b) 7.6 39.8 66.2 34.8 41.2 31.1 46.0 (b) 67.9 47.0 34.9 40.3 59.4 (b) 36.9 51.4 (b) 15.5 24.9 (b) 6.3 39.1 47.7 (b) 17.6 25.6 (b) 30.9 38.4 49.4 (b) 43.5 12.6 13.0 (b) 35.7 41.5 (b) 150.0 58.5 40.9
T2
63 - 57
T3
57 - 51
T4
51 - 45
T5
45 - 43.5
Mid Girt Leg
L51x51x5 L102x102x13
105 149
-1995.01 28134.85
6152.62 56495.94
43.5 - 42
Diagonal Top Girt Leg
2L76x76x6 L64x64x5 L102x102x13
159 153 167
-7400.95 -1741.41 -29411.48
32633.32 8878.21 59013.59
Diagonal Top Girt Leg Diagonal Top Girt Mid Girt
2L76x76x6 L64x64x6 L102x102x13 L76x76x6 L64x64x6 L64x64x6
175 169 183 197 185 189
-2396.85 -3417.11 -33334.74 -5190.37 -4139.69 -3126.47
31742.09 8579.34 50360.67 14929.38 10042.20 10042.20
T6
T7
42 - 37
T8
37 - 32
Leg Diagonal Top Girt Mid Girt
L127x127x13 L76x76x6 L64x64x6 L64x64x6
211 225 213 217
-47470.72 -7049.10 -3508.26 -4090.59
69907.13 15005.20 10042.20 10154.42
T9
32 - 30
Leg
2L127x127x13
239
-54690.55
148018.60
Diagonal
L102x102x6
247
-3268.71
21133.21
Top Girt Leg
L64x64x6 2L127x127x13
241 255
-640.77 -50800.55
10154.42 129828.64
Diagonal
L102x102x6
263
-3372.94
19112.93
Top Girt Leg
L64x64x6 2L127x127x13
257 271
-2556.87 -52542.34
8276.54 136785.01
Diagonal Top Girt
L76x76x6 L64x64x6
279 273
-1724.72 -1479.83
3966.57 11748.37
23 - 18
Leg
2L127x127x13
287
-44207.90
123691.56
18 - 12
Diagonal Top Girt Leg
L76x76x6 L76x76x6 2L127x127x13
301 289 307
-4058.96 -1347.85 -44655.95
2706.74 2302.79 109106.46
T10
T11
T12
T13
30 - 27
27 - 23
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 Fail 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. SAN ANDRES CONDICION NUEVA. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation m
Component Type
Size
Critical Element
P kg
T14
12 - 6
Diagonal Horizontal Leg Diagonal Top Girt
L76x76x6 L76x76x6 2L127x127x13 L102x102x10 L102x102x6
313 293 319 330 322
-4259.30 -414.77 -43021.84 -7523.10 -4599.34
T15
6-0
Leg Diagonal Horizontal
2L127x127x13 L102x102x10 L102x102x6
339 346 325
No.
51 of 51
TORRE DE 65m CUADRADA PATA=12.900m V=130 KPH
Calle 101 No. 70 G - 25.
Section
Page
Job
SF*Pallow kg
% Capacity
42.0 (b) 253.5 12.0 42.0 137.3 28.4 35.0 (b) -43644.62 102426.41 42.6 -4329.89 12003.65 36.1 -688.19 12789.62 5.4 Summary Leg (T8) 67.9 Diagonal 253.5 (T13) Horizontal 12.0 (T13) Top Girt 58.5 (T12) Mid Girt 59.4 (T8) Bolt Checks 59.4 RATING = 253.5 1680.14 3469.29 102426.41 5477.87 16183.94
14:48:00 09/16/13 Designed by
Ing. C. Londoño M.
Pass Fail Fail Pass Pass Fail Pass Pass Pass Pass Pass Fail Pass Pass Pass Pass Fail
Program Version 5.4.1.8 - 4/8/2010 File:D:/CALCULO ESTRUCTURAL TORRE CUADRADA H=65m C. NUEVA EB. SIMON BOLIVAR.eri
Maximum Values
TIA/EIA-222-F - Service - 65 kph
Deflection (mm)
Elevation (m)
0 65.0000
50
100
Tilt (deg) 150
0
Twist (deg) 0.5
0
0.05
0.1 65.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
42.0000
37.0000
37.0000
32.0000
32.0000
30.0000
30.0000
27.0000
27.0000
23.0000
23.0000
18.0000
18.0000
12.0000
12.0000
6.0000
6.0000
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.
0.5
Job:
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SAN ANDRES - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR.eri
Feedline Distribution Chart 0.0000 - 65.0000 Round
65.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
64.0000
64.0000
Face D
65.0000
64.0000
63.0000
57.0000
63.0000
58.5000
58.5000
58.5000
57.5000
57.5000
57.5000
56.5000
56.5000
56.5000
52.5000
52.5000
52.5000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
41.5000
41.5000
41.5000
40.5000
40.5000
40.5000
39.5000
39.5000
39.5000
38.5000
38.5000
38.5000
42.0000
34.5000
7/8 (1 ANT MW E)
30.0000
23.0000
7/8 (1 ANT MW E)
18.0000
32.0000
27.0000
7/8 (1 ANT GRIP E)
(2) 1/2 (2 ANT TV E)
23.0000
(2) 1/2 (2 ANT TV E)
27.0000
1/2 (1 ANT TV E)
30.0000
(4) 1/2 (4 ANT TV E)
(4) 1/2 (8 ANT TV E)
32.0000
1 (1 AT15-250 N)
34.5000
(2) 1 (2 AT15-250 N)
34.5000
(2) 1 (2 AT15-250 N)
37.0000
(4) 1/2 (8 ANT TV E)
Elevation (m)
37.0000
18.0000
12.0000
12.0000
6.0000
6.0000
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 CABLES GUIA DE ONDA-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SAN ANDRES - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR.eri
Stress Distribution Chart 0.0000 - 65.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
65.0000
65.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
42.0000
37.0000
37.0000
32.0000
32.0000
30.0000
30.0000
27.0000
27.0000
23.0000
23.0000
18.0000
18.0000
12.0000
12.0000
6.0000
6.0000
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-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SAN ANDRES - CONDICION NUEVA. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR\TC65m C. NUEVA EB. SIMON BOLIVAR.eri
CONDICION NUEVA + REFUERZO. EB. SIMON BOLIVAR.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
298.4
CxMANTENIMIENTO AT15-250 ANT 2 1 KP8F-13 HP8-102 ANT OMNI TV(1(N) 0.30x1.20m L=3m ANT MW GRIP (E) Ø2.40m (E) Ø2.40mE)E)
99 65 64 63.5 58.5 57.5 56.5 52.5 41.5 40.5 39.5 38.5 34.5 DESIGNED APPURTENANCE LOADING
883.7
TYPE
57.0 m
1045.9
L64x64x5
L51x51x5
T3
L51x51x5
7@2
T2
63.0 m
L102x102x10
T1
N.A.
1
65.0 m
51.0 m
ELEVATION
TYPE
ELEVATION
CxMANTENIMIENTO AT15-250 (N)
99 65
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
57.5 57.5
AT15-250 (N) AT15-250 (N)
65 65
1 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
56.5 56.5
AT15-250 (N) AT15-250 (N)
64 64
1 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
56.5 56.5
ANT OMNI L=3m (E) 2 ANT TV 0.30x1.20m (E)
63.5 58.5
HP8-102 (1 ANT MW Ø2.40m E) 2 ANT TV 0.30x1.20m (E)
52.5 41.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
58.5 58.5
2 ANT TV 0.30x1.20m (E) 1 ANT TV 0.30x1.20m (E)
40.5 39.5
2 ANT TV 0.30x1.20m (E)
58.5
KP8F-13 (1 ANT GRIP Ø2.40m E)
38.5
2 ANT TV 0.30x1.20m (E) 2 ANT TV 0.30x1.20m (E)
57.5 57.5
HP8-102 (1 ANT MW Ø2.40m E)
34.5
MATERIAL STRENGTH 1089.5
6 @ 1.5
L102x102x13
543.3 622.6
1.45
Fu 399896 kPa
Tower designed for a 130 kph basic wind in accordance with the TIA/EIA-222-F Standard. Deflections are based upon a 65 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: 68.1%
43.5 m 42.0 m
1408.5
37.0 m
1@2
994.4
1@3
1427.0
2.3
30.0 m
1658.1
2.9 1@4
2088.0
3.7
23.0 m
4.7
18.0 m
2542.1
L76x76x6
12.0 m
3422.3
N.A.
3@6
5.9
N.A.
N.A. L102x102x6
9.4
3988.4
AXIAL 25092 kg
23268.9
MOMENT 583072 kg-m
0.0 m
TORQUE 3869 kg-m REACTIONS - 130 kph WIND
Weight (kg)
# Panels @ (m)
12.9
SHEAR 17303 kg
Face Width (m)
Horizontals
MAX. CORNER REACTIONS AT BASE: DOWN: 37785 kg UPLIFT: -26137 kg SHEAR: 14058 kg
6.0 m
L102x102x6
N.A. Mid Girts
Top Girts
Diagonal Grade
Fy 248211 kPa
27.0 m
1@5
L76x76x6
L76x76x6 L102x102x10 Diagonals
Leg Grade
GRADE A36
1. 2. 3. 4.
1256.6
4 @ 2.5
L64x64x6
A36
A572-50 L102x102x6
T10
Fu 448159 kPa
TOWER DESIGN NOTES
1.9
N.A. L64x64x6
N.A.
2L76x76x6 L76x76x6
T6 T7 T8 T9
L127x127x13
344738 kPa
32.0 m
T11 T12 T13
2L127x127x13
T14 T15
Legs
Section
Fy
A572-50
45.0 m
T5
T4
GRADE
I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Job:
SILUETA DE CALCULO-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SIMON BOLIVAR - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-1
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR.eri
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
1 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 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 free standing tower with an overall height of 65.0000 m above the ground line. The base of the tower is set at an elevation of 0.0000 m above the ground line. The face width of the tower is 1.0000 m at the top and 12.9000 m at the base. This tower is designed using the TIA/EIA-222-F standard. The following design criteria apply: Basic wind speed of 130 kph. Deflections calculated using a wind speed of 65 kph. Weld together tower sections have flange connections. Connections use galvanized A-394 T0 bolts, nuts and locking devices. Installation per TIA/EIA-222 and AISC Specifications. Tower members are ''hot dipped'' galvanized in accordance with ASTM A123 and ASTM A153 Standards. Welds are fabricated with ER-70S-6 electrodes. A non-linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in tower member design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered.
Options Consider Moments - Legs 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
Page
Job
RISATower
2 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR 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.
Leg A
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Leg B
X
Face C
Wind 90
Face A
Face B
Z
Face D
Leg C
W in d
45
Leg D
Wind 0
Square Tower
Tower Section Geometry Tower Section
Tower Elevation
Assembly Database
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
Description
Section Width
Number of Sections
m 1.0000 1.0000 1.0000 1.0000 1.0000 1.4500 1.9000 1.9000 1.9000 2.3000 2.9000 3.7000 4.7000 5.9000 9.4000
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Section Length m 2.0000 6.0000 6.0000 6.0000 1.5000 1.5000 5.0000 5.0000 2.0000 3.0000 4.0000 5.0000 6.0000 6.0000 6.0000
Tower Section Geometry (cont’d) Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T1 T2 T3 T4
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000
m 2.0000 2.0000 2.0000 1.5000
X Brace X Brace X Brace X Brace
Has K Brace End Panels No No No No
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No
mm 0 0 0 0
mm 0 0 0 0
RISATower I. P. DOLMEN S.A.
3 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR 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.
Tower Section
Tower Elevation
Diagonal Spacing
Bracing Type
T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
m 1.5000 1.5000 2.5000 2.5000 2.0000 3.0000 4.0000 5.0000 6.0000 6.0000 6.0000
X Brace X Brace X Brace X Brace X Brace X Brace K Brace Down K Brace Up K Brace Down K Brace Up K Brace Down
Has K Brace End Panels No No No No No No No No No No No
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Has Horizontals
Top Girt Offset
Bottom Girt Offset
No No No No No No Yes Yes Yes Yes Yes
mm 0 0 0 0 0 0 0 0 0 0 0
mm 0 0 0 0 0 0 0 0 0 0 0
Tower Section Geometry (cont’d) Tower Elevation m T1 65.0000-63.0000 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T5 45.0000-43.5000 T6 43.5000-42.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T9 32.0000-30.0000 T10 30.0000-27.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T13 18.0000-12.0000 T14 12.0000-6.0000 T15 6.0000-0.0000
Leg Type
Leg Size
Equal Angle
L102x102x10
Equal Angle
L102x102x10
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L102x102x13
Equal Angle
L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
Arbitrary Shape
2L127x127x13
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 Double 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) 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)
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 L51x51x5 L51x51x5 2L76x76x6 2L76x76x6 L76x76x6 L76x76x6 L102x102x6 L102x102x6 L76x76x6 L76x76x6 L76x76x6 L102x102x10 L102x102x10
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
4 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
14:58:37 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m T1 65.0000-63.0000 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T5 45.0000-43.5000 T6 43.5000-42.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T9 32.0000-30.0000 T10 30.0000-27.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T14 12.0000-6.0000
Top Girt Type
Top Girt Size
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x5
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
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 T2 63.0000-57.0000 T3 57.0000-51.0000 T4 51.0000-45.0000 T7 42.0000-37.0000 T8 37.0000-32.0000 T11 27.0000-23.0000 T12 23.0000-18.0000 T13 18.0000-12.0000 T14 12.0000-6.0000 T15 6.0000-0.0000
No. of Mid Girts 3
Mid Girt Type
Mid Girt Size
Mid Girt Grade
Horizontal Type
Equal Angle
L51x51x5
Equal Angle
3
Equal Angle
L51x51x5
3
Equal Angle
L51x51x5
1
Equal Angle
L64x64x6
1
Equal Angle
L64x64x6
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
None
Equal Angle
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)
Horizontal Size
Equal Angle Equal Angle Solid Round Solid Round Equal Angle
L64x64x6
Equal Angle
L76x76x6
Equal Angle
L76x76x6
Equal Angle
L102x102x6
Equal Angle
L102x102x6
Horizontal Grade
A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa) A36 (248211 kPa)
Page
Job
RISATower
5 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:58:37 09/16/13
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 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
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
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
6 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation
Calc K Single Angles
Calc K Solid Rounds
Legs
X Brace Diags X Y 1 0.5
K Brace Diags X Y 1 1
K Factors1 Single Girts Diags
Horiz.
Sec. Horiz.
Inner Brace
X X X X X m Y Y Y Y Y T1 No No 0.5 1 1 1 1 1 65.0000-63.00 1 1 1 1 1 00 T2 No No 0.5 1 1 1 1 1 1 1 63.0000-57.00 0.5 1 1 1 1 1 1 00 T3 No No 0.5 1 1 1 1 1 1 1 57.0000-51.00 0.5 1 1 1 1 1 1 00 T4 No No 0.5 1 1 1 1 1 1 1 51.0000-45.00 1 0.5 1 1 1 1 1 00 T5 No No 0.5 1 1 1 1 1 1 1 45.0000-43.50 1 0.5 1 1 1 1 1 00 T6 No No 0.5 1 1 1 1 1 1 1 43.5000-42.00 0.5 1 1 1 1 1 1 00 T7 No No 0.5 1 1 1 1 1 1 1 42.0000-37.00 0.5 1 1 0.5 1 1 1 00 T8 No No 0.5 1 1 1 1 1 1 1 37.0000-32.00 0.5 1 1 0.5 1 1 1 00 T9 No No 0.5 1 1 1 1 1 1 1 32.0000-30.00 0.5 1 1 0.5 1 1 1 00 T10 No No 0.5 1 1 1 1 1 1 1 30.0000-27.00 0.5 1 1 0.5 1 1 1 00 T11 No No 0.33 1 1 1 0.5 1 1 1 27.0000-23.00 1 0.33 1 0.5 1 1 1 00 T12 No No 0.33 1 0.33 1 1 1 1 1 23.0000-18.00 1 0.33 1 1 0.5 1 1 00 T13 No No 0.33 1 0.33 1 0.5 1 1 1 18.0000-12.00 1 0.33 1 0.25 1 1 1 00 T14 No No 0.33 1 0.33 1 0.5 1 1 1 12.0000-6.000 1 0.33 1 0.25 1 1 1 0 No No 0.33 1 0.33 1 0.5 0.5 1 1 T15 1 0.33 1 0.25 0.25 1 1 6.0000-0.0000 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out-of-plane direction applied to the overall length.
Page
Job
RISATower
7 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
Leg
Diagonal
Top Girt
Bottom Girt
Net Width Deduct mm
U
Net Width Deduct mm
U
Net Width Deduct mm
U
U
1
Net Width Deduct mm 0
0
1
0
1
0
0
1
0
1
0
1
0
1
0
1
0
0
1
0
1
0
1
0
0
1
0
Mid Girt
U
Long Horizontal
Short Horizontal
U
1
Net Width Deduct mm 0
0.75
1
Net Width Deduct mm 0
0.75
Net Width Deduct mm 0
U
0
1
0
0.75
0
1
0
0.75
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
0.75
0
1
0
0.75
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
0
1
0
1
0
1
0
1
0
0.75
0
1
0
0.75
Page
Job
RISATower
8 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:58:37 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
Tower Section Geometry (cont’d) Tower Elevation m
T1 65.0000-63.00 00 T2 63.0000-57.00 00 T3 57.0000-51.00 00 T4 51.0000-45.00 00 T5 45.0000-43.50 00 T6 43.5000-42.00 00 T7 42.0000-37.00 00 T8 37.0000-32.00 00 T9 32.0000-30.00 00 T10 30.0000-27.00 00 T11 27.0000-23.00 00 T12 23.0000-18.00 00 T13 18.0000-12.00 00 T14 12.0000-6.000 0 T15 6.0000-0.0000
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.
8
16 A394T0
19 A394T0
8
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
3
Sleeve SS
19 A394T0
8
16 A394T0
Sleeve SS
19 A394T0
8
Sleeve SS
19 A394T0
Sleeve SS
Mid Girt
Long Horizontal Short Horizontal
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
Bolt Size mm 16 A394T0
No.
0
16 A394T0
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
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
0
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
2
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
4
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
2
16 A394T0
0
Sleeve SS
19 A394T0
16
16 A394T0
3
16 A394T0
2
16 A394T0
0
16 A394T0
2
16 A394T0
3
16 A394T0
0
Sleeve SS
4
2
2
0
2
0
0
RISATower
Page
Job
Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
9 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Feed Line/Linear Appurtenances - Entered As Round Or Flat Description
1/2 (8 ANT TV E) 1/2 (8 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) 7/8 (1 ANT GRIP E) 7/8 (1 ANT MW E) 1 (2 AT15-250 N) 1 (2 AT15-250 N) 1 (1 AT15-250 N)
Face Allow or Shield Leg D No
Component Type
Placement
Total Number
Number Per Row
Ar (CfAe)
m 58.5000 - 0.0000
4
4
Clear Spacing mm 15
Width or Perimeter Diameter mm mm 15
kglm 0.37
D
No
Ar (CfAe)
57.5000 - 0.0000
4
4
15
15
0.37
D
No
Ar (CfAe)
56.5000 - 0.0000
4
4
15
15
0.37
D
No
Ar (CfAe)
41.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
40.5000 - 0.0000
2
2
15
15
0.37
D
No
Ar (CfAe)
39.5000 - 0.0000
1
1
15
15
0.37
D
No
Ar (CfAe)
52.5000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
38.5000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
34.5000 - 0.0000
1
1
28
28
0.80
D
No
Ar (CfAe)
65.0000 - 0.0000
2
2
32
32
0.86
D
No
Ar (CfAe)
64.0000 - 0.0000
2
2
32
32
0.86
D
No
Ar (CfAe)
65.0000 - 0.0000
1
1
32
32
0.86
Feed Line/Linear Appurtenances Section Areas Tower Section
Weight
T1
Tower Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
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
m2 0.000 0.000 0.000 0.254 0.000 0.000 0.000 1.070 0.000 0.000 0.000 2.026 0.000 0.000 0.000 2.182 0.000 0.000 0.000 0.546 0.000 0.000 0.000 0.546 0.000
m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
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
Weight kg 0.00 0.00 0.00 6.91 0.00 0.00 0.00 28.87 0.00 0.00 0.00 53.14 0.00 0.00 0.00 57.50 0.00 0.00 0.00 14.38 0.00 0.00 0.00 14.38 0.00
RISATower I. P. DOLMEN S.A.
Tower Section
Tower Elevation m
T8
37.0000-32.0000
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
T13
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
10 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Face
AR
AF
B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
m2 0.000 0.000 2.133 0.000 0.000 0.000 2.398 0.000 0.000 0.000 0.988 0.000 0.000 0.000 1.481 0.000 0.000 0.000 1.975 0.000 0.000 0.000 2.469 0.000 0.000 0.000 2.963 0.000 0.000 0.000 2.963 0.000 0.000 0.000 2.963
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
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
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
Weight kg 0.00 0.00 56.01 0.00 0.00 0.00 63.25 0.00 0.00 0.00 26.10 0.00 0.00 0.00 39.15 0.00 0.00 0.00 52.20 0.00 0.00 0.00 65.26 0.00 0.00 0.00 78.31 0.00 0.00 0.00 78.31 0.00 0.00 0.00 78.31
Feed Line Center of Pressure Section
Elevation
CPX
CPZ
T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15
m 65.0000-63.0000 63.0000-57.0000 57.0000-51.0000 51.0000-45.0000 45.0000-43.5000 43.5000-42.0000 42.0000-37.0000 37.0000-32.0000 32.0000-30.0000 30.0000-27.0000 27.0000-23.0000 23.0000-18.0000 18.0000-12.0000 12.0000-6.0000 6.0000-0.0000
mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
mm 41 56 97 99 101 125 177 178 267 355 552 689 835 917 1024
CPX Ice mm 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
CPZ Ice mm 41 56 97 99 101 125 177 178 267 355 552 689 835 917 1024
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Page
Job
RISATower
11 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
14:58:37 09/16/13
Client
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Ing. C. Londoño M.
User Defined Loads Description
Elevation
CxMANTENIMIENTO
m 99.0000
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
ANT OMNI L=3m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
A
From Face
2 ANT TV 0.30x1.20m (E)
B
From Face
2 ANT TV 0.30x1.20m (E)
C
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)
B
From Face
2 ANT TV 0.30x1.20m (E)
C
From Face
2 ANT TV 0.30x1.20m (E)
D
From Face
1 ANT TV 0.30x1.20m (E)
A
From Face
1 ANT TV 0.30x1.20m (E)
B
From Face
1 ANT TV 0.30x1.20m (E)
C
From Face
1 ANT TV 0.30x1.20m (E)
D
From Face
Offsets: Horz Lateral Vert m m m 0.4000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
63.5000
No Ice
0.1500
0.1500
85.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
58.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
57.5000
No Ice
0.3000
0.0800
24.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
0.0000
56.5000
No Ice
0.1500
0.0400
12.00
RISATower
12 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Face or Leg
14:58:37 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Description
Page
Job
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Offset Type
2 ANT TV 0.30x1.20m (E)
B
From Leg
2 ANT TV 0.30x1.20m (E)
B
From Leg
1 ANT TV 0.30x1.20m (E)
B
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
C
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
D
From Leg
AT15-250 (N)
B
From Leg
Offsets: Horz Lateral Vert m m m 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.6000 0.0000 0.0000 0.4000 0.0000 0.0000
Ing. C. Londoño M.
Azimuth Adjustment
Placement
CAAA Front
CAAA Side
Weight
°
m
m2
m2
kg
0.0000
41.5000
No Ice
0.3000
0.0800
24.00
0.0000
40.5000
No Ice
0.3000
0.0800
24.00
0.0000
39.5000
No Ice
0.1500
0.0400
12.00
0.0000
65.0000
No Ice
0.4750
0.2600
10.00
0.0000
64.0000
No Ice
0.4750
0.2600
10.00
0.0000
65.0000
No Ice
0.4750
0.2600
10.00
0.0000
64.0000
No Ice
0.4750
0.2600
10.00
0.0000
65.0000
No Ice
0.4750
0.2600
10.00
Dishes Description
HP8-102 (1 ANT MW Ø2.40m E) KP8F-13 (1 ANT GRIP Ø2.40m E) HP8-102 (1 ANT MW Ø2.40m E)
Face or Leg
Dish Type
Offset Type
A
Paraboloid w/Shroud (HP)
From Leg
A
Grid
From Leg
A
Paraboloid w/Shroud (HP)
From Leg
Offsets: Horz Lateral Vert m 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000 0.4000 0.0000 0.0000
Azimuth Adjustment
3 dB Beam Width
Elevation
Outside Diameter
Aperture Area
Weight
° Worst
°
m 52.5000
m 2.4384
No Ice
m2 4.6693
kg 113.85
Worst
38.5000
2.4384
No Ice
3.7356
127.91
Worst
34.5000
2.4384
No Ice
4.6693
113.85
Page
Job
RISATower
13 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Tower Pressures - No Ice GH = 1.110 Section Elevation
z
KZ
qz
AG
m 64.0000
1.697
kPa 1.36
m2 2.115
T2 63.0000-57.00 00
60.0000
1.666
1.33
6.345
T3 57.0000-51.00 00
54.0000
1.616
1.29
6.359
T4 51.0000-45.00 00
48.0000
1.563
1.25
6.359
T5 45.0000-43.50 00
44.2500
1.527
1.22
1.928
T6 43.5000-42.00 00
42.7500
1.512
1.21
2.603
T7 42.0000-37.00 00
39.5000
1.478
1.18
9.799
T8 37.0000-32.00 00
34.5000
1.422
1.14
9.862
T9 32.0000-30.00 00
31.0000
1.379
1.10
4.455
T10 30.0000-27.00 00
28.5000
1.347
1.08
8.183
T11 27.0000-23.00 00
25.0000
1.297
1.04
13.711
T12 23.0000-18.00 00
20.5000
1.226
0.98
21.638
T13 18.0000-12.00 00
15.0000
1.121
0.90
32.566
T14 12.0000-6.000
9.0000
1
0.80
46.694
m T1 65.0000-63.00 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 0.734 0.734 0.734 0.734 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.279 2.279 2.279 2.279 0.706 0.706 0.706 0.706 0.793 0.793 0.793 0.793 2.365 2.365 2.365 2.365 2.632 2.632 2.632 2.632 0.734 0.734 0.734 0.734 0.998 0.998 0.998 0.998 0.993 0.993 0.993 0.993 1.274 1.274 1.274 1.274 1.620 1.620 1.620 1.620 2.358 2.358
m2 0.000 0.000 0.000 0.254 0.000 0.000 0.000 1.070 0.000 0.000 0.000 2.026 0.000 0.000 0.000 2.182 0.000 0.000 0.000 0.546 0.000 0.000 0.000 0.546 0.000 0.000 0.000 2.133 0.000 0.000 0.000 2.398 0.000 0.000 0.000 0.988 0.000 0.000 0.000 1.481 0.000 0.000 0.000 1.975 0.000 0.000 0.000 2.469 0.000 0.000 0.000 2.963 0.000 0.000
m2 0.406
1.219
1.219
1.219
0.312
0.312
1.016
1.270
0.000
0.000
0.000
0.000
0.000
0.000
Leg %
55.34 55.34 55.34 41.12 55.98 55.98 55.98 37.53 55.98 55.98 55.98 29.00 53.51 53.51 53.51 27.33 44.15 44.15 44.15 24.90 39.29 39.29 39.29 23.28 42.95 42.95 42.95 22.58 48.24 48.24 48.24 25.24 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
CAAA Out Face m2 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
z
KZ
m
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
qz
AG
kPa
m2
0 T15 6.0000-0.0000
3.0000
14 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
1
0.80
67.694
F a c e C D A B C D
AF
AR
Aleg
m2 2.358 2.358 3.300 3.300 3.300 3.300
m2 0.000 2.963 0.000 0.000 0.000 2.963
m2
Leg %
0.00 0.00 0.00 0.00 0.00 0.00
0.000
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
CAAA In Face m2 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
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
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
Tower Pressure - Service GH = 1.110 Section Elevation
z
KZ
qz
AG
1.697
kPa 0.34
m2 2.115
60.0000
1.666
0.33
6.345
T3 57.0000-51.00 00
54.0000
1.616
0.32
6.359
T4 51.0000-45.00 00
48.0000
1.563
0.31
6.359
T5 45.0000-43.50 00
44.2500
1.527
0.31
1.928
T6 43.5000-42.00 00
42.7500
1.512
0.30
2.603
T7 42.0000-37.00 00
39.5000
1.478
0.30
9.799
T8 37.0000-32.00 00
34.5000
1.422
0.28
9.862
T9 32.0000-30.00 00
31.0000
1.379
0.28
4.455
T10 30.0000-27.00 00
28.5000
1.347
0.27
8.183
T11
25.0000
1.297
0.26
13.711
m
m 64.0000
T2 63.0000-57.00 00
T1 65.0000-63.00 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
AF
AR
Aleg
m2 0.734 0.734 0.734 0.734 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.178 2.279 2.279 2.279 2.279 0.706 0.706 0.706 0.706 0.793 0.793 0.793 0.793 2.365 2.365 2.365 2.365 2.632 2.632 2.632 2.632 0.734 0.734 0.734 0.734 0.998 0.998 0.998 0.998 0.993
m2 0.000 0.000 0.000 0.254 0.000 0.000 0.000 1.070 0.000 0.000 0.000 2.026 0.000 0.000 0.000 2.182 0.000 0.000 0.000 0.546 0.000 0.000 0.000 0.546 0.000 0.000 0.000 2.133 0.000 0.000 0.000 2.398 0.000 0.000 0.000 0.988 0.000 0.000 0.000 1.481 0.000
m2 0.406
1.219
1.219
1.219
0.312
0.312
1.016
1.270
0.000
0.000
0.000
Leg %
55.34 55.34 55.34 41.12 55.98 55.98 55.98 37.53 55.98 55.98 55.98 29.00 53.51 53.51 53.51 27.33 44.15 44.15 44.15 24.90 39.29 39.29 39.29 23.28 42.95 42.95 42.95 22.58 48.24 48.24 48.24 25.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Project
m
14:58:37 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m 27.0000-23.00 00
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
z
15 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section Elevation
Page
Job
RISATower
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
KZ
qz
AG
kPa
m2
T12 23.0000-18.00 00
20.5000
1.226
0.25
21.638
T13 18.0000-12.00 00
15.0000
1.121
0.22
32.566
T14 12.0000-6.000 0
9.0000
1
0.20
46.694
T15 6.0000-0.0000
3.0000
1
0.20
67.694
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 0.993 0.993 0.993 1.274 1.274 1.274 1.274 1.620 1.620 1.620 1.620 2.358 2.358 2.358 2.358 3.300 3.300 3.300 3.300
m2 0.000 0.000 1.975 0.000 0.000 0.000 2.469 0.000 0.000 0.000 2.963 0.000 0.000 0.000 2.963 0.000 0.000 0.000 2.963
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 65.0000-63.00 00
6.91
kg 298.35
T2 63.0000-57.00 00
28.87
883.69
T3 57.0000-51.00 00
53.14
1045.94
T4 51.0000-45.00 00
57.50
1089.51
T5 45.0000-43.50 00
14.38
543.33
T6 43.5000-42.00 00
14.38
622.60
T7 42.0000-37.00 00
56.01
1256.62
T8 37.0000-32.00 00
63.25
1408.53
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
0.347 0.347 0.347 0.467 0.343 0.343 0.343 0.512 0.342 0.342 0.342 0.661 0.358 0.358 0.358 0.702 0.366 0.366 0.366 0.649 0.305 0.305 0.305 0.514 0.241 0.241 0.241 0.459 0.267 0.267 0.267
CF
2.434 2.434 2.434 2.116 2.446 2.446 2.446 2.028 2.449 2.449 2.449 1.848 2.399 2.399 2.399 1.83 2.377 2.377 2.377 1.856 2.574 2.574 2.574 2.024 2.809 2.809 2.809 2.134 2.71 2.71 2.71
RR
0.631 0.631 0.631 0.681 0.63 0.63 0.63 0.704 0.63 0.63 0.63 0.793 0.635 0.635 0.635 0.821 0.638 0.638 0.638 0.785 0.617 0.617 0.617 0.705 0.6 0.6 0.6 0.677 0.606 0.606 0.606
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 0.734 0.734 0.734 0.907 2.178 2.178 2.178 2.931 2.178 2.178 2.178 3.784 2.279 2.279 2.279 4.070 0.706 0.706 0.706 1.134 0.793 0.793 0.793 1.178 2.365 2.365 2.365 3.811 2.632 2.632 2.632
kg 294.87
kglm 147.44
D
895.98
149.33
D
1022.78
170.46
D
1053.20
175.53
D
290.76
193.84
D
326.08
217.39
D
1088.06
217.61
D
1128.70
225.74
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T9 32.0000-30.00 00
26.10
994.41
T10 30.0000-27.00 00
39.15
1427.04
T11 27.0000-23.00 00
52.20
1658.13
T12 23.0000-18.00 00
65.26
2088.01
T13 18.0000-12.00 00
78.31
2542.12
T14 12.0000-6.000 0
78.31
3422.28
T15 6.0000-0.0000
78.31
3988.36
Sum Weight:
712.06
23268.93
16 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:58:37 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.51 0.165 0.165 0.165 0.387 0.122 0.122 0.122 0.303 0.072 0.072 0.072 0.217 0.059 0.059 0.059 0.173 0.05 0.05 0.05 0.141 0.05 0.05 0.05 0.114 0.049 0.049 0.049 0.093
CF
RR
2.031 3.136 3.136 3.136 2.317 3.34 3.34 3.34 2.579 3.593 3.593 3.593 2.91 3.667 3.667 3.667 3.099 3.716 3.716 3.716 3.249 3.712 3.712 3.712 3.38 3.722 3.722 3.722 3.488
0.703 0.584 0.584 0.584 0.646 0.578 0.578 0.578 0.617 0.573 0.573 0.573 0.594 0.572 0.572 0.572 0.585 0.571 0.571 0.571 0.58 0.571 0.571 0.571 0.577 0.571 0.571 0.571 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 OTM
AE
F
w
m2 4.318 0.734 0.734 0.734 1.373 0.998 0.998 0.998 1.912 0.993 0.993 0.993 2.166 1.274 1.274 1.274 2.718 1.620 1.620 1.620 3.339 2.358 2.358 2.358 4.066 3.300 3.300 3.300 5.001 386668 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
397.01
198.50
D
601.06
200.35
D
740.05
185.01
D
934.45
186.89
D
1100.33
183.39
D
1243.64
207.27
D
1578.90
263.15
D
12695.87
Tower Forces - No Ice - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
6.91
kg 298.35
T2 63.0000-57.00 00
28.87
883.69
T3 57.0000-51.00 00
53.14
1045.94
T4 51.0000-45.00 00
57.50
1089.51
T5 45.0000-43.50
14.38
543.33
F a c e A B C D A B C D A B C D A B C D A B
e
0.347 0.347 0.347 0.467 0.343 0.343 0.343 0.512 0.342 0.342 0.342 0.661 0.358 0.358 0.358 0.702 0.366 0.366
CF
RR
2.434 2.434 2.434 2.116 2.446 2.446 2.446 2.028 2.449 2.449 2.449 1.848 2.399 2.399 2.399 1.83 2.377 2.377
0.631 0.631 0.631 0.681 0.63 0.63 0.63 0.704 0.63 0.63 0.63 0.793 0.635 0.635 0.635 0.821 0.638 0.638
DF
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2
DR
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2
AE
F
w
Ctrl. Face
m2 0.881 0.881 0.881 1.089 2.613 2.613 2.613 3.517 2.613 2.613 2.613 4.541 2.734 2.734 2.734 4.884 0.847 0.847
kg 353.85
kglm 176.92
D
1075.17
179.20
D
1227.33
204.56
D
1263.84
210.64
D
348.91
232.60
D
RISATower
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
m
17 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Section Elevation
Page
Job
Add Weight
Self Weight
kg
kg
00 T6 43.5000-42.00 00
14.38
622.60
T7 42.0000-37.00 00
56.01
1256.62
T8 37.0000-32.00 00
63.25
1408.53
T9 32.0000-30.00 00
26.10
994.41
T10 30.0000-27.00 00
39.15
1427.04
T11 27.0000-23.00 00
52.20
1658.13
T12 23.0000-18.00 00
65.26
2088.01
T13 18.0000-12.00 00
78.31
2542.12
T14 12.0000-6.000 0
78.31
3422.28
T15 6.0000-0.0000
78.31
3988.36
Sum Weight:
712.06
23268.93
14:58:37 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D
e
0.366 0.649 0.305 0.305 0.305 0.514 0.241 0.241 0.241 0.459 0.267 0.267 0.267 0.51 0.165 0.165 0.165 0.387 0.122 0.122 0.122 0.303 0.072 0.072 0.072 0.217 0.059 0.059 0.059 0.173 0.05 0.05 0.05 0.141 0.05 0.05 0.05 0.114 0.049 0.049 0.049 0.093
CF
RR
DF
DR
2.377 1.856 2.574 2.574 2.574 2.024 2.809 2.809 2.809 2.134 2.71 2.71 2.71 2.031 3.136 3.136 3.136 2.317 3.34 3.34 3.34 2.579 3.593 3.593 3.593 2.91 3.667 3.667 3.667 3.099 3.716 3.716 3.716 3.249 3.712 3.712 3.712 3.38 3.722 3.722 3.722 3.488
0.638 0.785 0.617 0.617 0.617 0.705 0.6 0.6 0.6 0.677 0.606 0.606 0.606 0.703 0.584 0.584 0.584 0.646 0.578 0.578 0.578 0.617 0.573 0.573 0.573 0.594 0.572 0.572 0.572 0.585 0.571 0.571 0.571 0.58 0.571 0.571 0.571 0.577 0.571 0.571 0.571 0.574
1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.2 1.054 1.054 1.054 1.162 1.044 1.044 1.044 1.13 1.037 1.037 1.037 1.106 1.038 1.038 1.038 1.085 1.037 1.037 1.037 1.069
1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.2 1.054 1.054 1.054 1.162 1.044 1.044 1.044 1.13 1.037 1.037 1.037 1.106 1.038 1.038 1.038 1.085 1.037 1.037 1.037 1.069 OTM
AE
F
w
m2 0.847 1.361 0.952 0.952 0.952 1.413 2.794 2.794 2.794 4.573 3.159 3.159 3.159 5.181 0.825 0.825 0.825 1.647 1.090 1.090 1.090 2.295 1.047 1.047 1.047 2.518 1.330 1.330 1.330 3.071 1.680 1.680 1.680 3.691 2.447 2.447 2.447 4.414 3.420 3.420 3.420 5.348 458500 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
391.30
260.86
D
1305.67
261.13
D
1354.44
270.89
D
476.41
238.21
D
721.27
240.42
D
860.23
215.06
D
1055.67
211.13
D
1216.46
202.74
D
1349.92
224.99
D
1688.45
281.41
D
14688.91
Tower Forces - Service - Wind Normal To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
6.91
kg 298.35
T2
28.87
883.69
F a c e A B C D A
e
0.347 0.347 0.347 0.467 0.343
CF
RR
2.434 2.434 2.434 2.116 2.446
0.631 0.631 0.631 0.681 0.63
DF
DR
1 1 1 1 1
1 1 1 1 1
AE
F
w
Ctrl. Face
m2 0.734 0.734 0.734 0.907 2.178
kg 73.72
kglm 36.86
D
223.99
37.33
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m 63.0000-57.00 00
kg
kg
T3 57.0000-51.00 00
53.14
1045.94
T4 51.0000-45.00 00
57.50
1089.51
T5 45.0000-43.50 00
14.38
543.33
T6 43.5000-42.00 00
14.38
622.60
T7 42.0000-37.00 00
56.01
1256.62
T8 37.0000-32.00 00
63.25
1408.53
T9 32.0000-30.00 00
26.10
994.41
T10 30.0000-27.00 00
39.15
1427.04
T11 27.0000-23.00 00
52.20
1658.13
T12 23.0000-18.00 00
65.26
2088.01
T13 18.0000-12.00 00
78.31
2542.12
T14 12.0000-6.000 0
78.31
3422.28
T15 6.0000-0.0000
78.31
3988.36
Sum Weight:
712.06
23268.93
18 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:58:37 09/16/13
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
e
0.343 0.343 0.512 0.342 0.342 0.342 0.661 0.358 0.358 0.358 0.702 0.366 0.366 0.366 0.649 0.305 0.305 0.305 0.514 0.241 0.241 0.241 0.459 0.267 0.267 0.267 0.51 0.165 0.165 0.165 0.387 0.122 0.122 0.122 0.303 0.072 0.072 0.072 0.217 0.059 0.059 0.059 0.173 0.05 0.05 0.05 0.141 0.05 0.05 0.05 0.114 0.049 0.049 0.049 0.093
CF
RR
2.446 2.446 2.028 2.449 2.449 2.449 1.848 2.399 2.399 2.399 1.83 2.377 2.377 2.377 1.856 2.574 2.574 2.574 2.024 2.809 2.809 2.809 2.134 2.71 2.71 2.71 2.031 3.136 3.136 3.136 2.317 3.34 3.34 3.34 2.579 3.593 3.593 3.593 2.91 3.667 3.667 3.667 3.099 3.716 3.716 3.716 3.249 3.712 3.712 3.712 3.38 3.722 3.722 3.722 3.488
0.63 0.63 0.704 0.63 0.63 0.63 0.793 0.635 0.635 0.635 0.821 0.638 0.638 0.638 0.785 0.617 0.617 0.617 0.705 0.6 0.6 0.6 0.677 0.606 0.606 0.606 0.703 0.584 0.584 0.584 0.646 0.578 0.578 0.578 0.617 0.573 0.573 0.573 0.594 0.572 0.572 0.572 0.585 0.571 0.571 0.571 0.58 0.571 0.571 0.571 0.577 0.571 0.571 0.571 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 1 1 1 1 OTM
AE
F
w
m2 2.178 2.178 2.931 2.178 2.178 2.178 3.784 2.279 2.279 2.279 4.070 0.706 0.706 0.706 1.134 0.793 0.793 0.793 1.178 2.365 2.365 2.365 3.811 2.632 2.632 2.632 4.318 0.734 0.734 0.734 1.373 0.998 0.998 0.998 1.912 0.993 0.993 0.993 2.166 1.274 1.274 1.274 2.718 1.620 1.620 1.620 3.339 2.358 2.358 2.358 4.066 3.300 3.300 3.300 5.001 96667 kg-m
kg
kglm
Designed by
Ing. C. Londoño M.
Ctrl. Face
255.69
42.62
D
263.30
43.88
D
72.69
48.46
D
81.52
54.35
D
272.01
54.40
D
282.18
56.44
D
99.25
49.63
D
150.26
50.09
D
185.01
46.25
D
233.61
46.72
D
275.08
45.85
D
310.91
51.82
D
394.72
65.79
D
3173.97
Page
Job
RISATower
19 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:58:37 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Designed by
Ing. C. Londoño M.
Tower Forces - Service - Wind 45 To Face Section Elevation
Add Weight
m
kg
Self Weight
T1 65.0000-63.00 00
6.91
kg 298.35
T2 63.0000-57.00 00
28.87
883.69
T3 57.0000-51.00 00
53.14
1045.94
T4 51.0000-45.00 00
57.50
1089.51
T5 45.0000-43.50 00
14.38
543.33
T6 43.5000-42.00 00
14.38
622.60
T7 42.0000-37.00 00
56.01
1256.62
T8 37.0000-32.00 00
63.25
1408.53
T9 32.0000-30.00 00
26.10
994.41
T10 30.0000-27.00 00
39.15
1427.04
T11 27.0000-23.00 00
52.20
1658.13
T12 23.0000-18.00 00
65.26
2088.01
T13 18.0000-12.00 00
78.31
2542.12
T14 12.0000-6.000 0
78.31
3422.28
F a c e A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C D A B C
e
0.347 0.347 0.347 0.467 0.343 0.343 0.343 0.512 0.342 0.342 0.342 0.661 0.358 0.358 0.358 0.702 0.366 0.366 0.366 0.649 0.305 0.305 0.305 0.514 0.241 0.241 0.241 0.459 0.267 0.267 0.267 0.51 0.165 0.165 0.165 0.387 0.122 0.122 0.122 0.303 0.072 0.072 0.072 0.217 0.059 0.059 0.059 0.173 0.05 0.05 0.05 0.141 0.05 0.05 0.05
CF
RR
DF
DR
2.434 2.434 2.434 2.116 2.446 2.446 2.446 2.028 2.449 2.449 2.449 1.848 2.399 2.399 2.399 1.83 2.377 2.377 2.377 1.856 2.574 2.574 2.574 2.024 2.809 2.809 2.809 2.134 2.71 2.71 2.71 2.031 3.136 3.136 3.136 2.317 3.34 3.34 3.34 2.579 3.593 3.593 3.593 2.91 3.667 3.667 3.667 3.099 3.716 3.716 3.716 3.249 3.712 3.712 3.712
0.631 0.631 0.631 0.681 0.63 0.63 0.63 0.704 0.63 0.63 0.63 0.793 0.635 0.635 0.635 0.821 0.638 0.638 0.638 0.785 0.617 0.617 0.617 0.705 0.6 0.6 0.6 0.677 0.606 0.606 0.606 0.703 0.584 0.584 0.584 0.646 0.578 0.578 0.578 0.617 0.573 0.573 0.573 0.594 0.572 0.572 0.572 0.585 0.571 0.571 0.571 0.58 0.571 0.571 0.571
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.2 1.054 1.054 1.054 1.162 1.044 1.044 1.044 1.13 1.037 1.037 1.037 1.106 1.038 1.038 1.038
1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.181 1.181 1.181 1.2 1.2 1.2 1.2 1.2 1.124 1.124 1.124 1.2 1.092 1.092 1.092 1.2 1.054 1.054 1.054 1.162 1.044 1.044 1.044 1.13 1.037 1.037 1.037 1.106 1.038 1.038 1.038
AE
F
w
Ctrl. Face
m2 0.881 0.881 0.881 1.089 2.613 2.613 2.613 3.517 2.613 2.613 2.613 4.541 2.734 2.734 2.734 4.884 0.847 0.847 0.847 1.361 0.952 0.952 0.952 1.413 2.794 2.794 2.794 4.573 3.159 3.159 3.159 5.181 0.825 0.825 0.825 1.647 1.090 1.090 1.090 2.295 1.047 1.047 1.047 2.518 1.330 1.330 1.330 3.071 1.680 1.680 1.680 3.691 2.447 2.447 2.447
kg 88.46
kglm 44.23
D
268.79
44.80
D
306.83
51.14
D
315.96
52.66
D
87.23
58.15
D
97.82
65.22
D
326.42
65.28
D
338.61
67.72
D
119.10
59.55
D
180.32
60.11
D
215.06
53.76
D
263.92
52.78
D
304.12
50.69
D
337.48
56.25
D
RISATower I. P. DOLMEN S.A.
Section Elevation
Add Weight
Self Weight
m
kg
kg
T15 6.0000-0.0000
78.31
3988.36
Sum Weight:
712.06
23268.93
20 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
14:58:37 09/16/13
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
F a c e D A B C D
e
0.114 0.049 0.049 0.049 0.093
CF
RR
DF
DR
3.38 3.722 3.722 3.722 3.488
0.577 0.571 0.571 0.571 0.574
1.085 1.037 1.037 1.037 1.069
1.085 1.037 1.037 1.037 1.069 OTM
AE
F
w
m2 4.414 3.420 3.420 3.420 5.348 114625 kg-m
kg
kglm
422.11
70.35
Designed by
Ing. C. Londoño M.
Ctrl. Face
D
3672.23
Mast Vectors - No Ice Section No. T1
Section Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
T8
37.0000-32.0000
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
T13
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
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 kg 294.87 353.85 294.87 895.98 1075.17 895.98 1022.78 1227.33 1022.78 1053.20 1263.84 1053.20 290.76 348.91 290.76 326.08 391.30 326.08 1088.06 1305.67 1088.06 1128.70 1354.44 1128.70 397.01 476.41 397.01 601.06 721.27 601.06 740.05 860.23 740.05 934.45 1055.67 934.45 1100.33 1216.46 1100.33 1243.64 1349.92 1243.64 1578.90
Vx kg 0.00 250.21 294.87 0.00 760.26 895.98 0.00 867.86 1022.78 0.00 893.67 1053.20 0.00 246.71 290.76 0.00 276.69 326.08 0.00 923.25 1088.06 0.00 957.73 1128.70 0.00 336.87 397.01 0.00 510.02 601.06 0.00 608.27 740.05 0.00 746.47 934.45 0.00 860.17 1100.33 0.00 954.54 1243.64 0.00
Vz kg -294.87 -250.21 0.00 -895.98 -760.26 0.00 -1022.78 -867.86 0.00 -1053.20 -893.67 0.00 -290.76 -246.71 0.00 -326.08 -276.69 0.00 -1088.06 -923.25 0.00 -1128.70 -957.73 0.00 -397.01 -336.87 0.00 -601.06 -510.02 0.00 -740.05 -608.27 0.00 -934.45 -746.47 0.00 -1100.33 -860.17 0.00 -1243.64 -954.54 0.00 -1578.90
OTMx
OTMz
Torque
kg-m -18868 -16010 4 -53744 -45601 15 -55203 -46837 27 -50524 -42867 29 -12857 -10908 9 -13928 -11816 12 -42924 -36414 54 -38879 -32981 61 -12280 -10415 28 -17079 -14484 51 -18415 -15120 87 -19018 -15165 138 -16297 -12694 208 -10892 -8290 300 -4299
kg-m
kg-m
0 -16013 -18872 0 -45616 -53759 0 -46864 -55230 0 -42896 -50554 0 -10917 -12866 0 -11828 -13940 0 -36468 -42978 0 -33042 -38940 0 -10443 -12307 0 -14535 -17130 0 -15207 -18501 0 -15303 -19156 0 -12903 -16505 0 -8591 -11193 0
0 10 12 0 43 50 0 84 99 0 88 104 0 25 29 0 34 41 0 163 192 0 171 201 0 90 106 0 181 213 0 335 408 0 514 644 0 718 919 0 875 1140 0
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Section Elevation m
Wind Azimuth ° 45 90
Page
Job
21 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Directionality
F
Vx
kg 1688.45 1578.90
Wind 90 Wind Normal
kg 1193.91 1578.90
Vz kg -1193.91 0.00
OTMx
OTMz
kg-m -3144 437
kg-m -3582 -4737
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Torque kg-m 1223 1617
Mast Totals - No Ice Wind Azimuth °
Vx kg
0 45 90
0.00 10386.63 12695.87
Vz kg -12695.87 -10386.63 0.00
OTMx
OTMz
Torque
kg-m -385207 -322747 1461
kg-m
kg-m
0 -324208 -386668
0 4556 5777
Mast Vectors - Service Section No. T1
Section Elevation m 65.0000-63.0000
T2
63.0000-57.0000
T3
57.0000-51.0000
T4
51.0000-45.0000
T5
45.0000-43.5000
T6
43.5000-42.0000
T7
42.0000-37.0000
T8
37.0000-32.0000
T9
32.0000-30.0000
T10
30.0000-27.0000
T11
27.0000-23.0000
T12
23.0000-18.0000
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
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
F
Vx
Vz
OTMx
OTMz
Torque
kg 73.72 88.46 73.72 223.99 268.79 223.99 255.69 306.83 255.69 263.30 315.96 263.30 72.69 87.23 72.69 81.52 97.82 81.52 272.01 326.42 272.01 282.18 338.61 282.18 99.25 119.10 99.25 150.26 180.32 150.26 185.01 215.06 185.01 233.61 263.92
kg
kg -73.72 -62.55 0.00 -223.99 -190.07 0.00 -255.69 -216.96 0.00 -263.30 -223.42 0.00 -72.69 -61.68 0.00 -81.52 -69.17 0.00 -272.01 -230.81 0.00 -282.18 -239.43 0.00 -99.25 -84.22 0.00 -150.26 -127.50 0.00 -185.01 -152.07 0.00 -233.61 -186.62
kg-m -4714 -4000 4 -13425 -11389 15 -13780 -11689 27 -12609 -10695 29 -3208 -2720 9 -3473 -2945 12 -10691 -9063 54 -9674 -8200 61 -3049 -2583 28 -4231 -3583 51 -4539 -3715 87 -4651 -3688
kg-m
kg-m
0.00 62.55 73.72 0.00 190.07 223.99 0.00 216.96 255.69 0.00 223.42 263.30 0.00 61.68 72.69 0.00 69.17 81.52 0.00 230.81 272.01 0.00 239.43 282.18 0.00 84.22 99.25 0.00 127.50 150.26 0.00 152.07 185.01 0.00 186.62
0 -4003 -4718 0 -11404 -13440 0 -11716 -13808 0 -10724 -12638 0 -2729 -3216 0 -2957 -3485 0 -9117 -10745 0 -8260 -9735 0 -2611 -3077 0 -3634 -4283 0 -3802 -4625 0 -3826
0 3 3 0 11 13 0 21 25 0 22 26 0 6 7 0 9 10 0 41 48 0 43 50 0 22 26 0 45 53 0 84 102 0 129
Project
18.0000-12.0000
T14
12.0000-6.0000
T15
6.0000-0.0000
14:58:37 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T13
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section Elevation m
22 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Wind Azimuth ° 90 0 45 90 0 45 90 0 45 90
Directionality
Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal Wind Normal Wind 90 Wind Normal
F
Vx
Vz
OTMx
OTMz
kg 233.61 275.08 304.12 275.08 310.91 337.48 310.91 394.72 422.11 394.72
kg 233.61 0.00 215.04 275.08 0.00 238.63 310.91 0.00 298.48 394.72
kg
kg-m
kg-m -4789 0 -3226 -4126 0 -2148 -2798 0 -895 -1184
0.00 -275.08 -215.04 0.00 -310.91 -238.63 0.00 -394.72 -298.48 0.00
138 -3918 -3017 208 -2498 -1847 300 -747 -458 437
Designed by
Ing. C. Londoño M.
Torque kg-m
Mast Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -3173.97 -2596.66 0.00
kg-m
kg-m
kg-m
0.00 2596.66 3173.97
-95206 -79591 1461
0 -81052 -96667
0 1139 1444
Discrete Appurtenance Pressures - No Ice Description
ANT OMNI L=3m 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 1 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
Aiming Azimuth ° 45.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000 135.0000 135.0000 225.0000 225.0000 45.0000 Sum Weight:
Weight kg 85.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 12.00 12.00 12.00 24.00 24.00 12.00 10.00 10.00 10.00 10.00 10.00 435.00
Offsetx
Offsetz
m 0.7828 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 1.3743 1.3743 1.3743 0.9243 0.9243 -0.9243 -0.9243 0.7828
m -0.7828 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 -1.3743 -1.3743 -1.3743 0.9243 0.9243 0.9243 0.9243 -0.7828
z m 63.5000 58.5000 58.5000 58.5000 58.5000 57.5000 57.5000 57.5000 57.5000 56.5000 56.5000 56.5000 56.5000 41.5000 40.5000 39.5000 65.0000 64.0000 65.0000 64.0000 65.0000
Kz 1.693 1.654 1.654 1.654 1.654 1.646 1.646 1.646 1.646 1.637 1.637 1.637 1.637 1.499 1.489 1.478 1.704 1.697 1.704 1.697 1.704
qz kPa 1.35 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.32 1.31 1.31 1.31 1.31 1.20 1.19 1.18 1.36 1.36 1.36 1.36 1.36
GH = 1.110
CAAC Front m2 0.1500 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.1500 0.1500 0.1500 0.3000 0.3000 0.1500 0.4750 0.4750 0.4750 0.4750 0.4750
CAAC Side m2 0.1500 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.0400 0.0400 0.0400 0.0800 0.0800 0.0400 0.2600 0.2600 0.2600 0.2600 0.2600
161 0 180 230 0 219 285 0 306 404
Page
Job
RISATower
23 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Discrete Appurtenance Vectors - No Ice ANT OMNI L=3m - Elevation 63.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 16.25 22.98 16.25
Vz
kg 16.25 0.00 16.25
OTMx
kg 0.00 16.25 22.98
OTMz
kg-m -22.98 -16.25 0.00
Torque
kg-m -1526 -1098 -67
kg-m -67 -1098 -1526
18 0 -18
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.75 44.90
Vz
kg 11.97 8.47 0.00
OTMx
kg 0.00 31.75 44.90
OTMz
kg-m -11.97 -8.47 0.00
Torque
kg-m -700 -495 0
kg-m 26 -1831 -2600
-13 -9 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.90 31.75 0.00
Vz
kg 0.00 8.47 11.97
OTMx
kg 0.00 8.47 11.97
OTMz
kg-m -44.90 -31.75 0.00
Torque
kg-m -2638 -1869 -12
kg-m 0 -495 -700
0 -4 -6
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.75 44.90
Vz
kg 11.97 8.47 0.00
OTMx
kg 0.00 31.75 44.90
OTMz
kg-m -11.97 -8.47 0.00
Torque
kg-m -700 -495 0
kg-m -26 -1884 -2653
13 9 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.90 31.75 0.00
Vz
kg 0.00 8.47 11.97
OTMx
kg 0.00 8.47 11.97
OTMz
kg-m -44.90 -31.75 0.00
Torque
kg-m -2614 -1845 12
kg-m 0 -495 -700
0 4 6
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face A
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 0.00 31.59 44.68
Vz
kg 11.91 8.42 0.00
OTMx
kg 0.00 31.59 44.68
OTMz
kg-m -11.91 -8.42 0.00
Torque
kg-m -685 -484 0
kg-m 26 -1790 -2542
-13 -9 0
Page
Job
RISATower
24 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.68 31.59 0.00
Vz
kg 0.00 8.42 11.91
OTMx
kg 0.00 8.42 11.91
OTMz
kg-m -44.68 -31.59 0.00
Torque
kg-m -2581 -1828 -12
kg-m 0 -484 -685
0 -4 -6
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 31.59 44.68
Vz
kg 11.91 8.42 0.00
OTMx
kg 0.00 31.59 44.68
OTMz
kg-m -11.91 -8.42 0.00
Torque
kg-m -685 -484 0
kg-m -26 -1843 -2595
13 9 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 44.68 31.59 0.00
Vz
kg 0.00 8.42 11.91
OTMx
kg 0.00 8.42 11.91
OTMz
kg-m -44.68 -31.59 0.00
Torque
kg-m -2557 -1804 12
kg-m 0 -484 -685
0 4 6
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.72 22.23
Vz
kg 5.93 4.19 0.00
OTMx
kg 0.00 15.72 22.23
OTMz
kg-m -5.93 -4.19 0.00
Torque
kg-m -335 -237 0
kg-m 13 -875 -1243
-7 -5 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 22.23 15.72 0.00
Vz
kg 0.00 4.19 5.93
OTMx
kg 0.00 4.19 5.93
OTMz
kg-m -22.23 -15.72 0.00
Torque
kg-m -1262 -894 -6
kg-m 0 -237 -335
0 -2 -3
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 15.72 22.23
Vz
kg 5.93 4.19 0.00
OTMx
kg 0.00 15.72 22.23
OTMz
kg-m -5.93 -4.19 0.00
Torque
kg-m -335 -237 0
kg-m -13 -901 -1269
7 5 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face D
Wind Azimuth °
Fa
Fs
kg 0
Vx
kg 22.23
Vz
kg 0.00
OTMx
kg 0.00
OTMz
kg-m -22.23
Torque
kg-m -1250
kg-m 0
0
Page
Job
RISATower
25 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face D
Wind Azimuth ° 45 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 15.72 0.00
Vz
kg 4.19 5.93
OTMx
kg 4.19 5.93
OTMz
kg-m -15.72 0.00
Torque
kg-m -882 6
kg-m -237 -335
2 3
2 ANT TV 0.30x1.20m - Elevation 41.5 - From Leg B
Fs
kg
0 45 90
Vx
kg 28.78 40.70 28.78
Vz
kg 7.67 0.00 7.67
OTMx
kg 14.92 28.78 25.78
OTMz
kg-m -25.78 -28.78 -14.92
Torque
kg-m -1103 -1227 -652
kg-m -652 -1227 -1103
15 0 -15
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 28.58 40.42 28.58
Vz
kg 7.62 0.00 7.62
OTMx
kg 14.82 28.58 25.60
OTMz
kg-m -25.60 -28.58 -14.82
Torque
kg-m -1070 -1191 -633
kg-m -633 -1191 -1070
15 0 -15
1 ANT TV 0.30x1.20m - Elevation 39.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 14.19 20.07 14.19
Vz
kg 3.78 0.00 3.78
OTMx
kg 7.36 14.19 12.71
OTMz
kg-m -12.71 -14.19 -7.36
Torque
kg-m -518 -577 -307
kg-m -307 -577 -518
7 0 -7
AT15-250 - Elevation 65 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 51.80 0.00 51.80
Vz
kg 28.35 40.10 28.35
OTMx
kg -16.58 28.35 56.68
OTMz
kg-m -56.68 -28.35 16.58
Torque
kg-m -3675 -1834 1087
kg-m 1068 -1852 -3693
37 52 37
AT15-250 - Elevation 64 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 51.57 0.00 51.57
Vz
kg 28.23 39.92 28.23
OTMx
kg -16.51 28.23 56.43
OTMz
kg-m -56.43 -28.23 16.51
Torque
kg-m -3602 -1797 1066
kg-m 1047 -1816 -3621
37 52 37
AT15-250 - Elevation 65 - From Leg D
Wind Azimuth ° 0 45
Fa
Fs
kg
Vx
kg 51.80 73.26
Vz
kg 28.35 0.00
OTMx
kg 16.58 51.80
OTMz
kg-m -56.68 -51.80
Torque
kg-m -3675 -3358
kg-m -1068 -3358
-37 0
Page
Job
RISATower
26 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:58:37 09/16/13
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 65 - From Leg D
Wind Azimuth ° 90
Fa
Wind Azimuth °
Fa
Fs
kg
Vx
kg 51.80
Vz
kg 28.35
OTMx
kg
OTMz
kg-m
56.68
-16.58
Torque
kg-m -1068
kg-m -3675
37
AT15-250 - Elevation 64 - From Leg D
Fs
kg
0 45 90
Vx
kg 51.57 72.94 51.57
Vz
kg 28.23 0.00 28.23
OTMx
kg
OTMz
kg-m
16.51 51.57 56.43
-56.43 -51.57 -16.51
Torque
kg-m -3602 -3291 -1047
kg-m -1047 -3291 -3602
-37 0 37
AT15-250 - Elevation 65 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 51.80 73.26 51.80
Vz
kg 28.35 0.00 28.35
OTMx
kg
OTMz
kg-m
16.58 51.80 56.68
-56.68 -51.80 -16.58
Torque
kg-m -3692 -3375 -1086
kg-m -1086 -3375 -3692
31 0 -31
Discrete Appurtenance Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -653.19 -499.83 -53.68
kg-m
kg-m
kg-m
53.68 499.83 653.19
-38806 -29305 -2708
-2745 -29342 -38843
86 105 61
Discrete Appurtenance Pressures - Service Description
ANT OMNI L=3m 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 1 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 ° 45.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 270.0000 0.0000 90.0000 180.0000 45.0000 45.0000 45.0000
Weight kg 85.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 12.00 12.00 12.00 12.00 24.00 24.00 12.00
Offsetx
Offsetz
m 0.7828 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 -1.1000 0.0000 1.1000 0.0000 1.3743 1.3743 1.3743
m -0.7828 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 0.0000 -0.5000 0.0000 0.5000 -1.3743 -1.3743 -1.3743
z m 63.5000 58.5000 58.5000 58.5000 58.5000 57.5000 57.5000 57.5000 57.5000 56.5000 56.5000 56.5000 56.5000 41.5000 40.5000 39.5000
Kz 1.693 1.654 1.654 1.654 1.654 1.646 1.646 1.646 1.646 1.637 1.637 1.637 1.637 1.499 1.489 1.478
qz kPa 0.34 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.30 0.30 0.30
GH = 1.110
CAAC Front m2 0.1500 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.3000 0.1500 0.1500 0.1500 0.1500 0.3000 0.3000 0.1500
CAAC Side m2 0.1500 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0800 0.0400 0.0400 0.0400 0.0400 0.0800 0.0800 0.0400
Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:58:37 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Aiming Azimuth ° 135.0000 135.0000 225.0000 225.0000 45.0000 Sum Weight:
AT15-250 AT15-250 AT15-250 AT15-250 AT15-250
27 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Description
Page
Job
RISATower
Weight kg 10.00 10.00 10.00 10.00 10.00 435.00
Offsetx
Offsetz
z
m 0.9243 0.9243 -0.9243 -0.9243 0.7828
m 0.9243 0.9243 0.9243 0.9243 -0.7828
Kz
m 65.0000 64.0000 65.0000 64.0000 65.0000
qz
1.704 1.697 1.704 1.697 1.704
kPa 0.34 0.34 0.34 0.34 0.34
CAAC Front m2 0.4750 0.4750 0.4750 0.4750 0.4750
Designed by
Ing. C. Londoño M.
CAAC Side m2 0.2600 0.2600 0.2600 0.2600 0.2600
Discrete Appurtenance Vectors - Service ANT OMNI L=3m - Elevation 63.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 4.06 5.75 4.06
Vz
kg 4.06 0.00 4.06
OTMx
kg 0.00 4.06 5.75
OTMz
kg-m -5.75 -4.06 0.00
Torque
kg-m -431 -325 -67
kg-m -67 -325 -431
4 0 -4
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.94 11.22
Vz
kg 2.99 2.12 0.00
OTMx
kg 0.00 7.94 11.22
OTMz
kg-m -2.99 -2.12 0.00
Torque
kg-m -175 -124 0
kg-m 26 -438 -630
-3 -2 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.22 7.94 0.00
Vz
kg 0.00 2.12 2.99
OTMx
kg 0.00 2.12 2.99
OTMz
kg-m -11.22 -7.94 0.00
Torque
kg-m -669 -476 -12
kg-m 0 -124 -175
0 -1 -1
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.94 11.22
Vz
kg 2.99 2.12 0.00
OTMx
kg 0.00 7.94 11.22
OTMz
kg-m -2.99 -2.12 0.00
Torque
kg-m -175 -124 0
kg-m -26 -491 -683
3 2 0
2 ANT TV 0.30x1.20m - Elevation 58.5 - From Face D
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 11.22 7.94 0.00
Vz
kg 0.00 2.12 2.99
OTMx
kg 0.00 2.12 2.99
OTMz
kg-m -11.22 -7.94 0.00
Torque
kg-m -645 -452 12
kg-m 0 -124 -175
0 1 1
Page
Job
RISATower
28 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.90 11.17
Vz
kg 2.98 2.11 0.00
OTMx
kg 0.00 7.90 11.17
OTMz
kg-m -2.98 -2.11 0.00
Torque
kg-m -171 -121 0
kg-m 26 -428 -616
-3 -2 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.17 7.90 0.00
Vz
kg 0.00 2.11 2.98
OTMx
kg 0.00 2.11 2.98
OTMz
kg-m -11.17 -7.90 0.00
Torque
kg-m -654 -466 -12
kg-m 0 -121 -171
0 -1 -1
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 7.90 11.17
Vz
kg 2.98 2.11 0.00
OTMx
kg 0.00 7.90 11.17
OTMz
kg-m -2.98 -2.11 0.00
Torque
kg-m -171 -121 0
kg-m -26 -481 -669
3 2 0
2 ANT TV 0.30x1.20m - Elevation 57.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 11.17 7.90 0.00
Vz
kg 0.00 2.11 2.98
OTMx
kg 0.00 2.11 2.98
OTMz
kg-m -11.17 -7.90 0.00
Torque
kg-m -630 -442 12
kg-m 0 -121 -171
0 1 1
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face A
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 3.93 5.56
Vz
kg 1.48 1.05 0.00
OTMx
kg 0.00 3.93 5.56
OTMz
kg-m -1.48 -1.05 0.00
Torque
kg-m -84 -59 0
kg-m 13 -209 -301
-2 -1 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face B
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 5.56 3.93 0.00
Vz
kg 0.00 1.05 1.48
OTMx
kg 0.00 1.05 1.48
OTMz
kg-m -5.56 -3.93 0.00
Torque
kg-m -320 -228 -6
kg-m 0 -59 -84
0 -1 -1
Page
Job
RISATower
29 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 0.00 3.93 5.56
Vz
kg 1.48 1.05 0.00
OTMx
kg 0.00 3.93 5.56
OTMz
kg-m -1.48 -1.05 0.00
Torque
kg-m -84 -59 0
kg-m -13 -235 -327
2 1 0
1 ANT TV 0.30x1.20m - Elevation 56.5 - From Face D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 5.56 3.93 0.00
Vz
kg 0.00 1.05 1.48
OTMx
kg 0.00 1.05 1.48
OTMz
kg-m -5.56 -3.93 0.00
Torque
kg-m -308 -216 6
kg-m 0 -59 -84
0 1 1
2 ANT TV 0.30x1.20m - Elevation 41.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 7.20 10.18 7.20
Vz
kg 1.92 0.00 1.92
OTMx
kg 3.73 7.20 6.44
OTMz
kg-m -6.44 -7.20 -3.73
Torque
kg-m -300 -332 -188
kg-m -188 -332 -300
4 0 -4
2 ANT TV 0.30x1.20m - Elevation 40.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 7.15 10.10 7.15
Vz
kg 1.91 0.00 1.91
OTMx
kg 3.71 7.15 6.40
OTMz
kg-m -6.40 -7.15 -3.71
Torque
kg-m -292 -322 -183
kg-m -183 -322 -292
4 0 -4
1 ANT TV 0.30x1.20m - Elevation 39.5 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg 3.55 5.02 3.55
Vz
kg 0.95 0.00 0.95
OTMx
kg 1.84 3.55 3.18
OTMz
kg-m -3.18 -3.55 -1.84
Torque
kg-m -142 -157 -89
kg-m -89 -157 -142
2 0 -2
AT15-250 - Elevation 65 - From Leg C
Wind Azimuth ° 0 45 90
Fa
Fs
kg
Vx
kg 12.95 0.00 12.95
Vz
kg 7.09 10.02 7.09
OTMx
kg -4.14 7.09 14.17
OTMz
kg-m -14.17 -7.09 4.14
Torque
kg-m -912 -452 279
kg-m 260 -470 -930
9 13 9
Page
Job
RISATower
30 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
AT15-250 - Elevation 64 - From Leg C
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.89 0.00 12.89
7.06 9.98 7.06
OTMx
kg -4.13 7.06 14.11
OTMz
kg-m -14.11 -7.06 4.13
Torque
kg-m -894 -442 273
kg-m 255 -461 -912
9 13 9
AT15-250 - Elevation 65 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.95 18.31 12.95
7.09 0.00 7.09
OTMx
kg 4.14 12.95 14.17
OTMz
kg-m -14.17 -12.95 -4.14
Torque
kg-m -912 -833 -260
kg-m -260 -833 -912
-9 0 9
AT15-250 - Elevation 64 - From Leg D
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.89 18.23 12.89
7.06 0.00 7.06
OTMx
kg 4.13 12.89 14.11
OTMz
kg-m -14.11 -12.89 -4.13
Torque
kg-m -894 -816 -255
kg-m -255 -816 -894
-9 0 9
AT15-250 - Elevation 65 - From Leg B
Wind Azimuth °
Fa
Fs
kg
0 45 90
Vx
kg
Vz
kg
12.95 18.31 12.95
7.09 0.00 7.09
OTMx
kg 4.14 12.95 14.17
OTMz
kg-m -14.17 -12.95 -4.14
Torque
kg-m -929 -850 -277
kg-m -277 -850 -929
Discrete Appurtenance Totals - Service Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
kg
kg -163.30 -124.96 -13.42
kg-m
13.42 124.96 163.30
OTMz
Torque
kg-m -9791 -7416 -767
kg-m -804 -7453 -9828
22 26 15
8 0 -8
Page
Job
RISATower
31 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Dish Pressures - No Ice Elevation m
Dish Description
Aiming Azimuth ° 315.0000 315.0000 315.0000 Sum Weight:
52.5000 HP8-102 38.5000 KP8F-13 34.5000 HP8-102
Weight kg
Offsetx m
113.85 127.91 113.85 355.61
Offsetz m
-0.7828 -1.2328 -1.2328
Kz
-0.7828 -1.2328 -1.2328
AA m2
1.603 1.467 1.422
qz kPa
4.6693 3.7356 4.6693
1.28 1.17 1.14
Dish Vectors - No Ice Wind Azimuth ° 0 45 90
CA
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.001520 0.001520 0.001520
Wind Azimuth ° 0 45 90
CM
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.003230 0.003230 0.003230
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
HP8-102 - Elevation 52.5 - From Leg A FA FS FM Vx kg 854.84 854.84 854.84
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 604.46 854.84
KP8F-13 - Elevation 38.5 - From Leg A FA FS FM Vx kg 294.54 294.54 294.54
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 208.27 294.54
HP8-102 - Elevation 34.5 - From Leg A FA FS FM Vx kg 758.20 758.20 758.20
kg
kg 0.00 0.00 0.00
kg -294.54 -208.27 0.00
Vz
kg 0.00 0.00 0.00
kg -854.84 -604.46 0.00
0.00 536.13 758.20
kg -758.20 -536.13 0.00
Dish Totals - No Ice Wind Azimuth ° 0 45 90
Vx
Vz
OTMx
OTMz
Torque
kg
kg -1907.59 -1348.87 0.00
kg-m
kg-m
kg-m
0.00 1348.87 1907.59
-82764 -58636 -387
387 -57862 -81990
-1967 -2782 -1967
OTMx
OTMz
kg-m -44968 -31823 -89
kg-m
OTMx
OTMz
kg-m -11498 -8176 -158
kg-m
OTMx
OTMz
kg-m -26298 -18637 -140
kg-m
89 -31645 -44790
158 -7861 -11182
140 -18356 -26018
Torque kg-m -669 -946 -669
Torque kg-m -363 -514 -363
Torque kg-m -935 -1322 -935
Page
Job
RISATower
32 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Dish Pressures - Service Elevation m
Dish Description
Aiming Azimuth ° 315.0000 315.0000 315.0000 Sum Weight:
52.5000 HP8-102 38.5000 KP8F-13 34.5000 HP8-102
Weight kg
Offsetx m
113.85 127.91 113.85 355.61
Offsetz m
-0.7828 -1.2328 -1.2328
Kz
-0.7828 -1.2328 -1.2328
AA m2
1.603 1.467 1.422
qz kPa
4.6693 3.7356 4.6693
0.32 0.29 0.28
Dish Vectors - Service Wind Azimuth ° 0 45 90
CA
CS
0.003230 0.003230 0.003230
Wind Azimuth ° 0 45 90
CA
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.001520 0.001520 0.001520
Wind Azimuth ° 0 45 90
CM
CA
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
CS
0.003230 0.003230 0.003230
CM
0.000000 0.000000 0.000000
0.000000 0.000000 0.000000
HP8-102 - Elevation 52.5 - From Leg A FA FS FM Vx kg 213.71 213.71 213.71
kg
kg 0.00 0.00 0.00
Vz
kg 0.00 0.00 0.00
0.00 151.12 213.71
kg -213.71 -151.12 0.00
0 45 90
kg-m -11309 -8023 -89
kg-m 89 -7844 -11131
Vz
OTMx
OTMz
kg 73.64 73.64 73.64
kg -73.64 -52.07 0.00
kg-m -2993 -2162 -158
kg-m
Vz
OTMx
OTMz
kg-m -6680 -4764 -140
kg-m
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 52.07 73.64
HP8-102 - Elevation 34.5 - From Leg A FA FS FM Vx kg 189.55 189.55 189.55
kg
kg 0.00 0.00 0.00
kg 0.00 0.00 0.00
0.00 134.03 189.55
kg -189.55 -134.03 0.00
Vx
Vz
OTMx
OTMz
Torque
kg
kg -476.90 -337.22 0.00
kg-m
kg-m
kg-m
0.00 337.22 476.90
OTMz
KP8F-13 - Elevation 38.5 - From Leg A FA FS FM Vx
Dish Totals - Service Wind Azimuth °
OTMx
-20981 -14950 -387
387 -14175 -20207
-492 -695 -492
158 -1847 -2677
140 -4484 -6399
Torque kg-m -167 -237 -167
Torque kg-m -91 -128 -91
Torque kg-m -234 -330 -234
Page
Job
RISATower
33 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:58:37 09/16/13
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 99
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 99
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
34 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
14:58:37 09/16/13
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.
Force Totals Load Case
Vertical Forces kg 13280.20 9988.73 23268.93 25091.60
Leg Weight Bracing Weight Total Member Self-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
53.68 12235.33 15256.64
-15256.64 -12235.33 -53.68
13.42 3058.83 3814.16
-3814.16 -3058.83 -13.42
25091.60
Sum of Overturning Moments, Mx kg-m
Sum of Overturning Moments, Mz kg-m
954 954 -506778 -410689 -1634 954 -127440 -103418 -1154
Sum of Torques
230 230 -2358 -411412 -507501 230 -417 -102680 -126702
Load Combinations Comb. No. 1 2 3 4 5 6 7
Description Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Maximum Member Forces Section No.
Elevation m
Component Type
Condition
T1
65 - 63
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
Diagonal
Top Girt
T2
63 - 57
Leg
Gov. Load Comb. 3 3 4 4 4 4 4 4 2 3 2 3 4 4 1 3 1 3 3
Force kg 252.92 -426.84 -303.20 68.95 -104.78 104.30 223.02 -258.46 33.09 -198.16 1.98 -1.33 17.92 -4.90 6.59 15.54 3.43 -0.00 3886.53
Major Axis Moment kg-m 0 -21 31 -3 0 0 0 0 1 1 1 0 0 0 -1 0 0 0 14
Minor Axis Moment kg-m 0 -15 3 -30 0 0 0 0 0 -1 0 0 0 0 0 0 0 0 17
kg-m
-1881 1878 3871 -470 470 968
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Diagonal
Top Girt
Mid Girt
T3
57 - 51
Leg
Diagonal
Top Girt
Mid Girt
T4
51 - 45
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
35 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression
Gov. Load Comb. 3 2 2 4 4 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 2 2 3 3 3 3 3 3 4 4 1 3 1 3 4 4 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2
Force kg -4442.57 2249.35 -2795.22 71.48 -71.45 1067.68 -1176.52 1063.19 -456.87 2.68 -1.54 85.68 -41.48 21.05 73.05 3.43 -0.00 350.34 -266.76 40.36 160.64 2.72 -0.00 13451.22 -14416.06 13451.22 -14340.54 328.45 -330.79 2607.06 -2746.58 2606.82 -936.63 3.90 2.10 492.59 -395.22 47.90 407.62 3.43 -0.00 922.39 -795.69 62.05 532.28 2.72 -0.00 32779.57 -33241.05 -869.84 -869.84 -79.23 -72.64 3742.76 -3752.46 3742.76 -3160.63 7.94 -3.33 1229.95 -1083.32
Major Axis Moment kg-m -20 29 3 -28 -2 0 0 1 0 1 0 0 0 -1 0 0 0 0 0 -1 0 0 0 64 -11 -96 -11 73 23 0 0 3 -1 3 0 0 0 -1 0 0 0 0 0 -1 0 0 0 15 -52 78 78 -72 62 6 0 6 -2 6 0 0 0
Minor Axis Moment kg-m -21 -3 -29 2 28 0 0 -1 -2 -1 0 0 0 0 0 0 0 0 0 0 0 0 0 11 -56 11 96 -24 -74 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 18 -45 -79 -79 64 -70 2 0 2 3 2 0 0 0
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T5
45 - 43.5
Leg
Diagonal
Top Girt
T6
43.5 - 42
Leg
Diagonal
Top Girt
T7
42 - 37
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
36 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Top Girt
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. 1 3 1 3 2 2 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 3 3 3 2 2 2 2 3 3 3 3 3 3 2 2 1
Force kg 70.48 -871.37 3.43 -0.00 2189.03 -1995.01 94.16 -1610.41 2.72 -0.00 28134.82 -28554.92 -28498.43 -1339.32 64.01 58.91 7290.57 -7400.95 1332.06 -2609.03 -58.01 88.67 1853.37 -1741.40 1853.37 -1399.28 3.39 -0.51 27358.32 -29411.46 -1316.25 -1371.97 57.93 63.87 2368.45 -2396.85 -2136.05 437.42 41.05 41.54 3747.92 -3417.11 3747.92 -2733.82 6.48 0.97 31012.96 -33334.73 18594.85 -21110.02 142.11 -142.95 4784.72 -5190.38 -853.47 -3794.92 -15.17 -0.64 4844.44 -4139.69 351.33
Major Axis Moment kg-m -1 0 0 0 0 0 -1 0 0 0 29 -7 -52 46 -51 46 0 -42 -43 37 0 0 0 0 -1 0 0 0 12 -14 -50 46 46 -50 0 0 -32 27 -32 0 0 0 -2 0 0 0 53 -31 78 21 75 21 0 0 16 0 16 0 0 0 -4
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 0 0 23 -7 -45 -50 48 -50 0 68 -59 -70 0 0 0 0 0 0 0 0 15 -14 48 -49 -49 48 0 0 -37 -39 -37 0 0 0 0 0 0 0 34 -58 -22 -78 -19 -75 0 0 0 1 0 0 0 0 0
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Mid Girt
T8
37 - 32
Leg
Diagonal
Top Girt
Mid Girt
T9
32 - 30
Leg
Diagonal
Top Girt
T10
30 - 27
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
37 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My
Gov. Load Comb. 3 1 3 2 2 1 3 1 3 3 3 3 3 2 3 3 3 3 3 3 3 2 2 1 3 1 3 2 2 1 3 1 3 3 3 3 3 3 3 3 3 3 3 3 3 2 2 2 3 2 3 3 3 3 3 3 3 3 3 3 3
Force kg -3287.88 8.59 -0.00 3580.74 -3126.47 224.34 -2499.53 8.59 -0.00 45188.41 -47470.72 -1966.43 -1751.42 396.99 -405.57 6669.08 -7049.09 -1485.64 -6087.74 -16.90 -2.07 3987.92 -3508.26 234.40 -2815.43 8.59 -0.00 4624.37 -4090.59 254.91 -3292.14 8.59 -0.00 51770.19 -54690.45 -54536.33 -2694.91 -93.82 111.10 2973.05 -3268.71 -271.96 -644.74 23.90 -11.54 670.92 -640.77 670.92 -530.95 -8.54 -0.85 47612.33 -50800.59 47412.01 -3058.48 133.56 130.81 2915.40 -3372.94 -3335.76 326.50
Major Axis Moment kg-m 0 0 0 0 0 -4 0 0 0 21 -69 -119 -119 77 96 0 0 18 -1 18 0 0 0 -4 0 0 0 0 0 -4 0 0 0 -83 16 98 -4 -83 -4 0 0 25 -19 25 0 0 0 -4 0 0 0 -34 101 -119 -9 -119 -9 0 0 22 19
Minor Axis Moment kg-m 0 0 0 0 0 0 0 0 0 39 -70 115 116 -44 -100 0 0 2 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 1 -3 1 -92 1 -92 0 0 9 14 9 0 0 0 0 0 0 0 -3 -16 -15 -177 -15 -177 0 0 -2 10
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Project
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Component Type
Top Girt
T11
27 - 23
Leg
Diagonal
Top Girt
T12
23 - 18
Leg
Diagonal
Top Girt
T13
18 - 12
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
38 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Leg
Diagonal
Horizontal
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Condition
Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy Max. Vx Max Tension Max. Compression Max. Mx Max. My Max. Vy
Gov. Load Comb. 3 3 2 2 2 3 2 3 3 3 3 3 3 3 2 2 2 2 2 2 3 3 2 3 2 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 3 2 3 3 3 3 3 3 3 2 2 2 4 2 4 4 4 4 2 4
Force kg -20.76 -6.70 2919.35 -2556.87 2919.35 -2047.34 10.34 -1.03 48215.68 -52542.14 48215.68 -3492.09 -136.21 -158.77 1654.13 -1724.72 -912.44 374.43 10.11 2.45 1711.26 -1479.83 1513.43 -1479.81 14.14 -4.44 40952.44 -44207.91 40613.02 -4060.72 177.31 199.41 3250.73 -4058.96 -616.24 3250.73 10.12 2.94 1626.21 -1347.86 1626.21 -1071.46 20.13 -2.01 40535.86 -44655.97 40126.40 -4089.75 187.50 -219.42 3232.20 -4259.30 4.30 3090.24 16.08 -3.69 262.01 -414.77 -120.08 -68.06 16.09
Major Axis Moment kg-m 22 0 0 0 -6 0 0 0 -119 46 -119 -9 -119 -9 0 0 -11 0 0 0 0 0 11 -3 11 0 -86 147 -185 -16 -185 -16 0 0 -14 0 0 0 0 0 -19 0 0 0 -185 85 -214 -16 -214 -16 0 0 -27 0 0 0 8 8 8 8 8
Minor Axis Moment kg-m -2 0 0 0 0 1 0 0 -15 -10 -15 -177 -15 -177 0 0 0 -3 0 0 0 0 4 5 4 0 -11 -28 -28 -272 -28 -272 0 0 0 -4 0 0 0 0 0 2 0 0 -28 -2 -2 -272 -2 -272 0 0 0 6 0 0 20 20 56 57 56
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Project
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T14
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Component Type
12 - 6
Leg
Top Girt
6-0
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
Diagonal
T15
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation m
Leg
Diagonal
Horizontal
Gov. Load Comb. 2 3 3 3 3 3 3 3 2 2 4 2 4 4 4 1 1 1 1 3 3 3 3 3 3 3 3 3 4 3 4 4 4 3 4 3 4
Force kg 25.32 30301.72 -43021.85 29979.35 -8078.65 276.10 241.80 9207.13 -7523.12 -7144.92 3413.27 30.79 -20.67 1217.82 -4599.33 -1140.13 -1140.13 41.73 -12.17 29644.89 -43644.64 29644.89 -8257.95 -348.18 -284.60 6602.31 -4329.88 2176.52 -1252.30 67.27 28.31 171.38 -688.19 103.96 -220.93 -41.91 108.12
Major Axis Moment kg-m 0 -214 147 -390 -123 -390 -123 0 0 -53 0 0 0 0 0 -62 0 0 0 -390 0 -390 -125 -390 -125 0 0 -151 0 0 0 0 40 41 40 41 0
Maximum Reactions Location
Condition
Leg D
Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx
Leg C
Leg B
39 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Gov. Load Comb. 1 1 3 3 3 1 4 2 2 2 4 4 3 1
Vertical kg
Horizontal, X kg
Horizontal, Z kg
6318.73 6318.73 -26136.75 -26136.75 -26136.75 6318.73 25945.68 -13332.51 -13332.51 -13332.51 25945.68 25945.68 37784.74 6227.07
1585.57 1585.57 -7608.30 -7608.30 -7608.30 1585.57 -5492.39 6053.54 6053.54 6053.54 -5492.39 -5492.39 -9902.43 -1568.44
-1580.29 -1580.29 7542.53 7542.53 7542.53 -1580.29 -7990.64 2114.19 2114.19 2114.19 -7990.64 -7990.64 9978.60 1573.72
Minor Axis Moment kg-m 0 -2 -31 -32 -349 -32 -349 0 0 0 36 0 0 0 0 0 18 0 0 -32 0 -32 -348 -32 -348 0 0 0 -64 0 0 0 260 139 463 139 0
14:58:37 09/16/13 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
Max. Hz Min. Vert Min. H x Min. H z Max. Vert Max. Hx Max. Hz Min. Vert Min. H x Min. H z
Leg A
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Location
40 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Gov. Load Comb. 3 1 3 1 2 2 2 4 4 4
Vertical kg
Horizontal, X kg
Horizontal, Z kg
37784.74 6227.07 37784.74 6227.07 25888.11 25888.11 25888.11 -13387.34 -13387.34 -13387.34
-9902.43 -1568.44 -9902.43 -1568.44 8025.37 8025.37 8025.37 -2080.20 -2080.20 -2080.20
9978.60 1573.72 9978.60 1573.72 5448.36 5448.36 5448.36 -6098.90 -6098.90 -6098.90
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Tower Mast Reaction Summary Load Combination
Vertical kg 25091.61 25091.57 25091.60 25091.57 25091.60 25091.60 25091.60
Dead Only Dead+Wind 0 deg - No Ice Dead+Wind 45 deg - No Ice Dead+Wind 90 deg - No Ice Dead+Wind 0 deg - Service Dead+Wind 45 deg - Service Dead+Wind 90 deg - Service
Shearx
Shearz
kg
kg
0.00 53.68 12235.12 15256.36 13.42 3058.72 3814.03
-0.02 -15256.36 -12235.13 -53.68 -3814.03 -3058.72 -13.42
Overturning Moment, Mx kg-m 952 -508314 -411925 -1639 -126360 -102266 303
Overturning Moment, Mz kg-m 230 -2368 -412662 -509035 -418 -102987 -127081
Torque kg-m 0 -1881 1876 3869 -470 469 967
Solution Summary Load Comb. 1 2 3 4 5 6 7
PX kg -0.00 53.68 12235.33 15256.64 13.42 3058.83 3814.16
Sum of Applied Forces PY kg -25091.60 -25091.60 -25091.60 -25091.60 -25091.60 -25091.60 -25091.60
PZ kg 0.00 -15256.64 -12235.33 -53.68 -3814.16 -3058.83 -13.42
PX kg -0.00 -53.68 -12235.12 -15256.36 -13.42 -3058.72 -3814.03
Sum of Reactions PY kg 25091.61 25091.57 25091.60 25091.57 25091.60 25091.60 25091.60
PZ kg 0.02 15256.36 12235.13 53.68 3814.03 3058.72 13.42
Non-Linear Convergence Results Load Combination 1 2 3 4 5 6 7
Converged? Yes Yes Yes Yes Yes Yes Yes
Number of Cycles 8 13 13 13 12 12 12
Displacement Tolerance 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001 0.00000001
Force Tolerance 0.00003501 0.00006647 0.00007620 0.00006680 0.00014143 0.00014711 0.00014229
% Error 0.000% 0.001% 0.001% 0.001% 0.001% 0.001% 0.001%
Page
Job
RISATower
41 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 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
Elevation m 65 - 63 63 - 57 57 - 51 51 - 45 45 - 43.5 43.5 - 42 42 - 37 37 - 32 32 - 30 30 - 27 27 - 23 23 - 18 18 - 12 12 - 6 6-0
Horz. Deflection mm 117.80 108.82 82.06 56.63 35.58 31.75 28.24 17.84 10.31 8.41 6.03 4.12 1.60 0.09 0.36
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6
Tilt
Twist
° 0.2564 0.2561 0.2475 0.2221 0.1583 0.1417 0.1300 0.0981 0.0614 0.0523 0.0426 0.0303 0.0226 0.0141 0.0066
° 0.0232 0.0235 0.0248 0.0221 0.0109 0.0105 0.0103 0.0091 0.0065 0.0058 0.0051 0.0028 0.0014 0.0002 0.0001
Critical Deflections and Radius of Curvature - Service Wind Elevation
Appurtenance
m 99.0000 65.0000 64.0000 63.5000 58.5000 57.5000 56.5000 52.5000 41.5000 40.5000 39.5000 38.5000 34.5000
CxMANTENIMIENTO AT15-250 AT15-250 ANT OMNI L=3m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m KP8F-13 HP8-102
Gov. Load Comb. 6 6 6 6 6 6 6 6 6 6 6 6 6
Deflection
Tilt
Twist
mm 117.80 117.80 113.31 111.07 88.69 84.26 79.87 62.76 27.11 24.90 22.77 20.72 13.60
° 0.2564 0.2564 0.2563 0.2562 0.2506 0.2486 0.2464 0.2319 0.1267 0.1205 0.1144 0.1082 0.0787
° 0.0232 0.0232 0.0234 0.0234 0.0245 0.0247 0.0249 0.0240 0.0102 0.0101 0.0099 0.0096 0.0078
Maximum Tower Deflections - Design Wind Section No. T1 T2 T3 T4 T5 T6 T7
Elevation m 65 - 63 63 - 57 57 - 51 51 - 45 45 - 43.5 43.5 - 42 42 - 37
Horz. Deflection mm 471.83 435.99 328.95 227.06 142.65 127.32 113.25
Gov. Load Comb. 3 3 3 3 3 3 3
Tilt
Twist
° 1.0243 1.0233 0.9909 0.8904 0.6348 0.5678 0.5210
° 0.0930 0.0941 0.0994 0.0886 0.0436 0.0419 0.0412
Radius of Curvature m Inf Inf Inf Inf 40926 32461 25907 13116 13769 12802 11561 10539 6568
Project
Designed by
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Horz. Deflection mm 71.54 41.36 33.73 24.19 16.52 6.42 0.34 1.46
m 37 - 32 32 - 30 30 - 27 27 - 23 23 - 18 18 - 12 12 - 6 6-0
14:58:37 09/16/13
Client
BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
T8 T9 T10 T11 T12 T13 T14 T15
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Elevation
42 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Gov. Load Comb. 3 3 3 3 3 3 3 3
Tilt
Twist
° 0.3933 0.2462 0.2099 0.1709 0.1216 0.0910 0.0565 0.0266
° 0.0363 0.0261 0.0234 0.0203 0.0113 0.0054 0.0010 0.0006
Ing. C. Londoño M.
Critical Deflections and Radius of Curvature - Design Wind Elevation
Appurtenance
m 99.0000 65.0000 64.0000 63.5000 58.5000 57.5000 56.5000 52.5000 41.5000 40.5000 39.5000 38.5000 34.5000
CxMANTENIMIENTO AT15-250 AT15-250 ANT OMNI L=3m 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m HP8-102 2 ANT TV 0.30x1.20m 2 ANT TV 0.30x1.20m 1 ANT TV 0.30x1.20m KP8F-13 HP8-102
Gov. Load Comb. 3 3 3 3 3 3 3 3 3 3 3 3 3
Deflection
Tilt
Twist
mm 471.83 471.83 453.91 444.95 355.48 337.76 320.17 251.65 108.72 99.86 91.32 83.12 54.54
° 1.0243 1.0243 1.0242 1.0239 1.0028 0.9951 0.9864 0.9293 0.5078 0.4828 0.4584 0.4336 0.3159
° 0.0930 0.0930 0.0935 0.0938 0.0981 0.0990 0.0997 0.0959 0.0409 0.0403 0.0395 0.0385 0.0312
Radius of Curvature m 99704 99704 99704 99704 10771 8458 6692 3327 3443 3202 2892 2637 1639
Bolt Design Data Section No.
Elevation
Component Type
Bolt Grade
m T1
T2
T3
T4
65
63
57
51
Leg
A394T0
Bolt Size mm
Number Of Bolts
19
4
Maximum Load per Bolt kg 213.42
Allowable Load kg 9950.69
Diagonal
A394T0
16
2
129.23
3699.61
Top Girt
A394T0
16
2
8.96
3699.61
Leg
A394T0
19
8
312.10
9950.69
Diagonal
A394T0
16
2
588.26
3699.61
Top Girt
A394T0
16
2
42.84
3699.61
Mid Girt
A394T0
16
2
175.17
2922.37
Leg
A394T0
19
8
1798.68
9979.03
Diagonal
A394T0
16
2
1373.29
3699.61
Top Girt
A394T0
16
2
246.29
3699.61
Mid Girt
A394T0
16
2
461.19
2922.37
Leg
A394T0
19
8
4873.40
9979.03
Ratio Load Allowable 0.021 0.035 0.002 0.031 0.159 0.012 0.060 0.180 0.371 0.067 0.158 0.488
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
Bolt Shear
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
1.333
Bolt SS
RISATower I. P. DOLMEN S.A. Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Section No.
Elevation
Component Type
Page
Job
Project
T5
T6
T7
T8
T9
T10
T11
T12
T13
T14
T15
45
43.5
42
37
32
30
27
23
18
12
6
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO. Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Bolt Grade
m Diagonal
43 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
A394T0
Bolt Size mm
Number Of Bolts
16
2
Maximum Load per Bolt kg 1876.23
Allowable Load kg 3699.61
Top Girt
A394T0
16
2
614.98
3699.61
Mid Girt
A394T0
16
2
1094.51
2922.37
Leg
A394T0
19
8
7138.73
9979.03
Diagonal
A394T0
16
3
2466.98
9865.64
Top Girt
A394T0
16
2
926.68
3699.61
Leg
A394T0
19
8
7352.87
9979.03
Diagonal
A394T0
16
3
798.95
9865.64
Top Girt
A394T0
16
2
1873.96
4932.82
Leg
A394T0
19
8
7005.74
9979.03
Diagonal
A394T0
16
3
1730.13
4932.82
Top Girt
A394T0
16
2
2422.22
4932.82
Mid Girt
A394T0
16
2
1790.37
2922.37
Leg
A394T0
19
16
5141.74
9979.03
Diagonal
A394T0
16
3
2349.70
4932.82
Top Girt
A394T0
16
2
1993.96
4932.82
Mid Girt
A394T0
16
2
2312.18
2922.37
Leg
A394T0
19
16
6836.32
9979.03
Diagonal
A394T0
16
2
1634.35
4932.82
Top Girt
A394T0
16
2
335.46
4932.82
Leg
A394T0
19
16
6350.07
9979.03
Diagonal
A394T0
16
2
1686.47
4932.82
Top Girt
A394T0
16
2
1459.67
4932.82
Leg
A394T0
19
16
6567.75
9979.03
Diagonal
A394T0
16
2
862.36
4932.82
Top Girt
A394T0
16
2
855.63
4932.82
Leg
A394T0
19
16
5525.98
9979.03
Diagonal
A394T0
16
2
2029.48
4932.82
Top Girt
A394T0
16
2
813.11
4932.82
Leg
A394T0
19
16
5582.00
9979.03
Diagonal
A394T0
16
2
2129.65
4932.82
Horizontal
A394T0
16
2
207.39
4932.82
Leg
A394T0
19
16
5377.75
9979.03
Diagonal
A394T0
16
4
2301.78
7399.23
Top Girt
A394T0
16
2
2299.67
4932.82
Leg
A394T0
19
16
5455.58
9979.03
Diagonal
A394T0
16
3
2200.77
7399.23
Horizontal
A394T0
16
3
229.40
4932.82
Ratio Load Allowable 0.507 0.166 0.375 0.715 0.250 0.250 0.737 0.081 0.380 0.702 0.351 0.491 0.613 0.515 0.476 0.404 0.791 0.685 0.331 0.068 0.636 0.342 0.296 0.658 0.175 0.173 0.554 0.411 0.165 0.559 0.432 0.042 0.539 0.311 0.466 0.547 0.297 0.047
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Allowable Ratio
Criteria
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
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 Shear
1.333
Bolt SS
1.333
Member Bearing
1.333
Member Bearing
1.333
Bolt Shear
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
44 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Compression Checks Leg Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 65 - 63
L102x102x10
m 2.0000
m 2.0000
T2
63 - 57
L102x102x10
6.0000
2.0000
T3
57 - 51
L102x102x13
6.0000
T4
51 - 45
L102x102x13
T5
45 - 43.5
T6
Kl/r
Fa
A mm2 1845
Actual P kg -426.84
Allow. Pa kg 31597.12
Ratio P Pa 0.014
kPa 167932
50.0 K=0.50
167932
1845
-4442.57
31597.12
0.141
2.0000
50.3 K=0.50
167520
2419
-14416.08
41328.04
0.349
6.0000
1.5000
37.8 K=0.50
180245
2419
-33241.03
44467.58
0.748
L102x102x13
1.5334
1.5334
38.6 K=0.50
179450
2419
-28554.92
44271.26
0.645
43.5 - 42
L102x102x13
1.5334
1.5334
38.6 K=0.50
179450
2419
-29411.48
44271.26
0.664
T7
42 - 37
L102x102x13
5.0000
2.5000
62.9 K=0.50
153138
2419
-33334.74
37779.95
0.882
T8
37 - 32
L127x127x13
5.0000
2.5000
50.1 K=0.50
167823
3065
-47470.72
52443.46
0.905
T9
32 - 30
2L127x127x13
2.0199
2.0199
40.4 K=0.50
177670
6129
-54690.55
111041.71
0.493
T10
30 - 27
2L127x127x13
3.0298
3.0298
60.7 K=0.50
155837
6129
-50800.55
97395.83
0.522
T11
27 - 23
2L127x127x13
4.0398
4.0398
53.4 K=0.33
164186
6129
-52542.34
102614.42
0.512
T12
23 - 18
2L127x127x13
5.0497
5.0497
66.7 K=0.33
148470
6129
-44207.90
92791.87
0.476
T13
18 - 12
2L127x127x13
6.0597
6.0597
80.1 K=0.33
130963
6129
-44655.95
81850.31
0.546
T14
12 - 6
2L127x127x13
6.4904
6.4904
85.8 K=0.33
122945
6129
-43021.84
76839.02
0.560
T15
6-0
2L127x127x13
6.4904
6.4904
85.8 K=0.33
122945
6129
-43644.62
76839.02
0.568
Allow. Pa kg 5523.17
Ratio P Pa 0.047
50.0 K=0.50
Diagonal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T1
m 65 - 63
L51x51x5
m 2.2361
m 1.0044
T2
63 - 57
L51x51x5
2.2361
1.0044
T3
57 - 51
L51x51x5
2.2361
1.0044
Kl/r
kPa 117418
mm 461
Actual P kg -258.46
64.1 K=1.00
117418
461
-1176.52
5523.17
0.213
64.1
117418
461
-2746.58
5523.17
0.497
64.1 K=1.00
Fa
A 2
Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
45 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section No.
Page
Job
RISATower
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
K=1.00 T4
51 - 45
L51x51x5
1.8028
0.8098
80.9 K=1.00
105164
461
-3752.46
4946.74
0.759
T5
45 - 43.5
2L76x76x6
1.9497
1.0744
45.5 K=1.00
129208
1858
-7400.95
24481.11
0.302
T6
43.5 - 42
2L76x76x6
2.2597
1.2137
51.4 K=1.00
125680
1858
-2396.85
23812.52
0.101
T7
42 - 37
L76x76x6
3.1401
1.4861
62.9 K=1.00
118223
929
-5190.37
11199.83
0.463
T8
37 - 32
L76x76x6
3.1401
1.4651
62.0 K=1.00
118824
929
-7049.10
11256.71
0.626
T9
32 - 30
L102x102x6
2.9069
1.5044
47.4 K=1.00
124219
1252
-3268.71
15853.87
0.206
T10
30 - 27
L102x102x6
3.9812
2.1237
66.9 K=1.00
112344
1252
-3372.94
14338.29
0.235
T11
27 - 23
L76x76x6
4.4252
4.2768
181.0 K=1.00
31411
929
-1724.72
2975.67
0.580
T12
23 - 18
L76x76x6
5.3547
5.1772
113.6 K=0.33
77075
929
-4058.96
7301.66
0.556
T13
18 - 12
L76x76x6
6.7129
6.5713
144.2 K=0.33
49506
929
-4259.30
4689.92
0.908
T14
12 - 6
L102x102x10
6.9112
6.7833
111.8 K=0.33
78757
1845
-7523.10
14818.50
0.508
T15
6-0
L102x102x10
8.9814
8.8960
146.7 K=0.33
47860
1845
-4329.89
9004.99
0.481
Horizontal Design Data (Compression) Section No.
Elevation
Size
L
Lu
T13
m 18 - 12
L76x76x6
m 4.7000
m 4.5730
T15
6-0
L102x102x6
9.4000
4.6365
Kl/r
193.6 K=1.00 114.8 K=0.50
Fa
A
kPa 27473
2
mm 929
Actual P kg -414.77
Allow. Pa kg 2602.62
Ratio P Pa 0.159
75176
1252
-688.19
9594.62
0.072
kPa 112238
2
mm 582
Actual P kg -4.90
Allow. Pa kg 6660.33
Ratio P Pa 0.001
Top Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T1
m 65 - 63
L64x64x5
m 1.0000
m 0.8984
T2
63 - 57
L64x64x5
1.0000
0.8984
71.5 K=1.00
112238
582
-41.48
6660.33
0.006
T3
57 - 51
L64x64x5
1.0000
0.8984
71.5 K=1.00
112238
582
-395.22
6660.33
0.059
71.5 K=1.00
RISATower I. P. DOLMEN S.A.
Section No.
Elevation
46 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Page
Job
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
L
Lu
T4
m 51 - 45
L64x64x5
m 1.0000
m 0.8984
T5
45 - 43.5
L64x64x5
1.0000
0.8984
T6
43.5 - 42
L64x64x6
1.4500
T7
42 - 37
L64x64x6
T8
37 - 32
T9
Kl/r
Fa
A
kPa 112238
71.5 K=1.00
1.3484
1.9000
L64x64x6
32 - 30
T10
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
mm2 582
Actual P kg -1083.32
Allow. Pa kg 6660.33
Ratio P Pa 0.163
112238
582
-1741.41
6660.33
0.261
108.1 K=1.00
82211
768
-3417.11
6436.11
0.531
1.7984
92.1 K=1.00
96229
768
-4139.69
7533.54
0.550
1.9000
1.7984
92.1 K=1.00
96229
768
-3508.26
7533.54
0.466
L64x64x6
1.9000
1.7730
90.8 K=1.00
97304
768
-640.77
7617.72
0.084
30 - 27
L64x64x6
2.3000
2.1730
111.3 K=1.00
79310
768
-2556.87
6208.96
0.412
T11
27 - 23
L64x64x6
2.9000
2.7730
71.0 K=0.50
112578
768
-1479.83
8813.48
0.168
T12
23 - 18
L76x76x6
3.7000
3.5730
237.6 K=1.00
18235
929
-1347.85
1727.53
0.780
T14
12 - 6
KL/R > 200 (C) - 289 L102x102x6
5.9000
5.7730
90.9 K=0.50
95127
1252
-4599.34
12140.99
0.379
kPa 98125
2
mm 461
Actual P kg -266.76
Allow. Pa kg 4615.62
Ratio P Pa 0.058
71.5 K=1.00
Mid Girt Design Data (Compression) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T2
m 63 - 57
L51x51x5
m 1.0000
m 0.8984
T3
57 - 51
L51x51x5
1.0000
0.8984
89.8 K=1.00
98125
461
-795.69
4615.62
0.172
T4
51 - 45
L51x51x5
1.0000
0.8984
89.8 K=1.00
98125
461
-1995.01
4615.62
0.432
T7
42 - 37
L64x64x6
1.9000
1.7984
92.1 K=1.00
96229
768
-3126.47
7533.54
0.415
T8
37 - 32
L64x64x6
1.9000
1.7730
90.8 K=1.00
97304
768
-4090.59
7617.72
0.537
89.8 K=1.00
Page
Job
RISATower
47 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Tension Checks Leg Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A mm2 1422
Actual P kg 252.92
Allow. Pa kg 32487.16
Ratio P Pa 0.008
T1
m 65 - 63
L102x102x10
m 2.0000
m 2.0000
64.0
kPa 224080
T2
63 - 57
L102x102x10
6.0000
2.0000
64.0
224080
1422
3886.53
32487.16
0.120
T3
57 - 51
L102x102x13
6.0000
2.0000
64.5
224080
1855
13451.20
42382.55
0.317
T4
51 - 45
L102x102x13
6.0000
1.5000
48.4
224080
1855
32779.59
42382.55
0.773
T5
45 - 43.5
L102x102x13
1.5334
1.5334
49.5
224080
1855
28134.85
42382.55
0.664
T6
43.5 - 42
L102x102x13
1.5334
1.5334
49.5
224080
1855
27358.34
42382.55
0.646
T7
42 - 37
L102x102x13
5.0000
2.5000
80.7
224080
1855
31018.70
42382.55
0.732
T8
37 - 32
L127x127x13
5.0000
2.5000
63.9
224080
2500
45160.98
57124.53
0.791
T9
32 - 30
2L127x127x13
2.0199
2.0199
80.9
206843
6129
51770.33
129273.86
0.400
T10
30 - 27
2L127x127x13
3.0298
3.0298
121.3
206843
6129
47612.24
129273.86
0.368
T11
27 - 23
2L127x127x13
4.0398
4.0398
161.8
206843
6129
48215.52
129273.86
0.373
T12
23 - 18
2L127x127x13
5.0497
5.0497
202.2
206843
6129
40952.46
129273.86
0.317
T13
18 - 12
2L127x127x13
6.0597
6.0597
242.7
206843
6129
40535.84
129273.86
0.314
T14
12 - 6
2L127x127x13
6.4904
6.4904
259.9
206843
6129
30301.70
129273.86
0.234
T15
6-0
2L127x127x13
6.4904
6.4904
259.9
206843
6129
29644.90
129273.86
0.229
Allow. Pa kg 7005.28
Ratio P Pa 0.032
Diagonal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
m 1.0044
64.1
kPa 148927
mm2 461
Actual P kg 223.02
T1
m 65 - 63
L51x51x5
m 2.2361
T2
63 - 57
L51x51x5
2.2361
1.0044
64.1
148927
461
1067.68
7005.28
0.152
T3
57 - 51
L51x51x5
2.2361
1.0044
64.1
148927
461
2607.06
7005.28
0.372
Page
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. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25.
Section No.
48 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Size
m
L
Lu
m
m
Kl/r
Fa
A
kPa
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
mm2
Actual P kg
Allow. Pa kg
Ratio P Pa
T4
51 - 45
L51x51x5
1.8028
0.8098
51.7
148927
461
3742.76
7005.28
0.534
T5
45 - 43.5
2L76x76x6
1.9497
1.0744
45.5
148927
1858
7290.55
28217.08
0.258
T6
43.5 - 42
2L76x76x6
2.2597
1.2137
51.4
148927
1858
2368.45
28217.08
0.084
T7
42 - 37
L76x76x6
3.1401
1.4861
62.9
148927
929
4784.72
14108.54
0.339
T8
37 - 32
L76x76x6
3.1401
1.4651
62.0
148927
929
6669.08
14108.54
0.473
T9
32 - 30
L102x102x6
2.9069
1.5044
47.4
148927
1252
2973.04
19007.34
0.156
T10
30 - 27
L102x102x6
3.9812
2.1237
66.9
148927
1252
2915.40
19007.34
0.153
T11
27 - 23
L76x76x6
4.4252
4.2768
181.0
148927
929
1654.12
14108.54
0.117
T12
23 - 18
L76x76x6
5.3547
5.1772
219.2
148927
929
3250.73
14108.54
0.230
T13
18 - 12
L76x76x6
6.7129
6.5713
278.2
148927
929
3232.20
14108.54
0.229
T14
12 - 6
L102x102x10
6.9112
6.7833
217.1
148927
1845
9207.16
28021.13
0.329
T15
6-0
L102x102x10
8.9814
8.8960
284.7
148927
1845
6602.31
28021.13
0.236
Allow. Pa kg 14108.54
Ratio P Pa 0.019
Horizontal Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T13
m 18 - 12
L76x76x6
m 4.7000
m 4.5730
193.6
kPa 148927
mm2 929
Actual P kg 262.01
T15
6-0
L102x102x6
9.4000
4.6365
292.1
148927
1252
171.38
19007.34
0.009
Actual P kg 17.92
Allow. Pa kg 8837.43
Ratio P Pa 0.002
Top Girt Design Data (Tension) Section No. T1
Elevation
Size
L
Lu
Kl/r
Fa
A
m 65 - 63
L64x64x5
m 1.0000
m 0.8984
45.5
kPa 148927
mm2 582
Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Elevation
49 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 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
T2
m 63 - 57
L64x64x5
m 1.0000
m 0.8984
45.5
kPa 148927
T3
57 - 51
L64x64x5
1.0000
0.8984
45.5
T4
51 - 45
L64x64x5
1.0000
0.8984
T5
45 - 43.5
L64x64x5
1.0000
T6
43.5 - 42
L64x64x6
T7
42 - 37
T8
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
mm2 582
Actual P kg 85.68
Allow. Pa kg 8837.43
Ratio P Pa 0.010
148927
582
492.59
8837.43
0.056
45.5
148927
582
1229.95
8837.43
0.139
0.8984
45.5
148927
582
1853.37
8837.43
0.210
1.4500
1.3484
69.0
148927
768
3747.92
11659.14
0.321
L64x64x6
1.9000
1.7984
92.1
148927
768
4844.46
11659.14
0.416
37 - 32
L64x64x6
1.9000
1.7984
92.1
148927
768
3987.92
11659.14
0.342
T9
32 - 30
L64x64x6
1.9000
1.7730
90.8
148927
768
670.92
11659.14
0.058
T10
30 - 27
L64x64x6
2.3000
2.1730
111.3
148927
768
2919.35
11659.14
0.250
T11
27 - 23
L64x64x6
2.9000
2.7730
142.0
148927
768
1711.26
11659.14
0.147
T12
23 - 18
L76x76x6
3.7000
3.5730
151.3
148927
929
1626.21
14108.54
0.115
T14
12 - 6
L102x102x6
5.9000
5.7730
181.8
148927
1252
1217.81
19007.34
0.064
Allow. Pa kg 5666.60
Ratio P Pa 0.062
Mid Girt Design Data (Tension) Section No.
Elevation
Size
L
Lu
Kl/r
Fa
A
T2
m 63 - 57
L51x51x5
m 1.0000
m 0.8984
57.3
kPa 199948
mm2 278
Actual P kg 350.34
T3
57 - 51
L51x51x5
1.0000
0.8984
57.3
199948
278
922.39
5666.60
0.163
T4
51 - 45
L51x51x5
1.0000
0.8984
57.3
199948
278
2189.02
5666.60
0.386
T7
42 - 37
L64x64x6
1.9000
1.7984
92.1
199948
485
3580.74
9890.31
0.362
T8
37 - 32
L64x64x6
1.9000
1.7730
90.8
199948
485
4624.38
9890.31
0.468
Page
Job
RISATower
50 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH Project
I. P. DOLMEN S.A.
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
Section Capacity Table Section No. T1
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
% Capacity
Pass Fail
65 - 63
Leg
L102x102x10
3
-426.84
42118.96
Pass
Diagonal Top Girt
L51x51x5 L64x64x5
10 6
-258.46 17.92
7362.38 11780.30
Leg Diagonal Top Girt
L102x102x10 L51x51x5 L64x64x5
19 32 22
-4442.57 -1176.52 85.68
42118.96 7362.38 11780.30
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x102x13 L51x51x5 L64x64x5
26 59 73 64
350.34 -14416.08 -2746.58 -395.22
7553.57 55090.27 7362.38 8878.21
Mid Girt Leg Diagonal Top Girt
L51x51x5 L102x102x13 L51x51x5 L64x64x5
68 97 113 101
-795.69 32779.59 -3752.46 -1083.32
6152.62 56495.94 6594.01 8878.21
1.0 1.6 (b) 3.5 0.2 0.2 (b) 10.5 16.0 0.7 0.9 (b) 4.6 26.2 37.3 4.5 5.0 (b) 12.9 58.0 56.9 12.2 12.5 (b) 32.4 49.8 53.7 (b) 22.7 19.6 49.8 55.3 (b) 7.6 39.8 66.2 34.8 41.2 31.1 46.0 (b) 67.9 47.0 34.9 40.3 59.4 (b) 36.9 51.4 (b) 15.5 24.9 (b) 6.3 39.1 47.7 (b) 17.6 25.6 (b) 30.9 38.4 49.4 (b) 43.5 12.6 13.0 (b) 35.7 41.5 (b) 41.7 58.5
T2
63 - 57
T3
57 - 51
T4
51 - 45
T5
45 - 43.5
Mid Girt Leg
L51x51x5 L102x102x13
105 149
-1995.01 28134.85
6152.62 56495.94
43.5 - 42
Diagonal Top Girt Leg
2L76x76x6 L64x64x5 L102x102x13
159 153 167
-7400.95 -1741.41 -29411.48
32633.32 8878.21 59013.59
Diagonal Top Girt Leg Diagonal Top Girt Mid Girt
2L76x76x6 L64x64x6 L102x102x13 L76x76x6 L64x64x6 L64x64x6
175 169 183 197 185 189
-2396.85 -3417.11 -33334.74 -5190.37 -4139.69 -3126.47
31742.09 8579.34 50360.67 14929.38 10042.20 10042.20
T6
T7
42 - 37
T8
37 - 32
Leg Diagonal Top Girt Mid Girt
L127x127x13 L76x76x6 L64x64x6 L64x64x6
211 225 213 217
-47470.72 -7049.10 -3508.26 -4090.59
69907.13 15005.20 10042.20 10154.42
T9
32 - 30
Leg
2L127x127x13
239
-54690.55
148018.60
Diagonal
L102x102x6
247
-3268.71
21133.21
Top Girt Leg
L64x64x6 2L127x127x13
241 255
-640.77 -50800.55
10154.42 129828.64
Diagonal
L102x102x6
263
-3372.94
19112.93
Top Girt Leg
L64x64x6 2L127x127x13
257 271
-2556.87 -52542.34
8276.54 136785.01
Diagonal Top Girt
L76x76x6 L64x64x6
279 273
-1724.72 -1479.83
3966.57 11748.37
Leg
2L127x127x13
287
-44207.90
123691.56
Diagonal Top Girt
L76x76x6 L76x76x6
301 289
-4058.96 -1347.85
9733.11 2302.79
T10
T11
T12
30 - 27
27 - 23
23 - 18
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
Project
Date
EVALUACION ESTRUCTURAL EB. SIMON BOLIVAR CONDICION NUEVA + REFUERZO.
Calle 101 No. 70 G - 25. BOGOTA D.C., - COLOMBIA. Phone: 57 (1) 2269999. FAX: 57 (1) 2269999.
Client
RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA.
Elevation m
Component Type
Size
Critical Element
P kg
SF*Pallow kg
18 - 12
Leg
2L127x127x13
307
-44655.95
109106.46
T14
12 - 6
Diagonal Horizontal Leg Diagonal Top Girt
L76x76x6 L76x76x6 2L127x127x13 L102x102x10 L102x102x6
313 293 319 330 322
T15
6-0
Leg Diagonal Horizontal
2L127x127x13 L102x102x10 L102x102x6
339 346 325
No. T13
51 of 51
TORRE DE 65m-CUADRADA PATA=12.900m V=130 KPH
I. P. DOLMEN S.A.
Section
Page
Job
RISATower
14:58:37 09/16/13 Designed by
Ing. C. Londoño M.
% Capacity
Pass Fail
40.9 42.0 (b) -4259.30 6251.66 68.1 -414.77 3469.29 12.0 -43021.84 102426.41 42.0 -7523.10 19753.06 38.1 -4599.34 16183.94 28.4 35.0 (b) -43644.62 102426.41 42.6 -4329.89 12003.65 36.1 -688.19 12789.62 5.4 Summary Leg (T8) 67.9 Diagonal 68.1 (T13) Horizontal 12.0 (T13) Top Girt 58.5 (T12) Mid Girt 59.4 (T8) Bolt Checks 59.4 RATING = 68.1
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=65m C. NUEVA+REF EB. SIMON BOLIVAR.eri
Maximum Values
TIA/EIA-222-F - Service - 65 kph
Deflection (mm)
Elevation (m)
0 65.0000
50
100
Tilt (deg) 150
0
Twist (deg) 0.5
0
0.05
0.1 65.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
42.0000
37.0000
37.0000
32.0000
32.0000
30.0000
30.0000
27.0000
27.0000
23.0000
23.0000
18.0000
18.0000
12.0000
12.0000
6.0000
6.0000
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.
0.5
Job:
0
0.05
0.1
DIAGRAMA DE DEFLEXIONES-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SIMON BOLIVAR - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-5
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR.eri
Feedline Distribution Chart 0.0000 - 65.0000 Round
65.0000
Flat
Face A
App In Face
App Out Face
Face B
Truss Leg
Face C
64.0000
64.0000
Face D
65.0000
64.0000
63.0000
57.0000
63.0000
58.5000
58.5000
58.5000
57.5000
57.5000
57.5000
56.5000
56.5000
56.5000
52.5000
52.5000
52.5000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
41.5000
41.5000
41.5000
40.5000
40.5000
40.5000
39.5000
39.5000
39.5000
38.5000
38.5000
38.5000
42.0000
34.5000
7/8 (1 ANT MW E)
30.0000
23.0000
7/8 (1 ANT MW E)
18.0000
32.0000
27.0000
7/8 (1 ANT GRIP E)
(2) 1/2 (2 ANT TV E)
23.0000
(2) 1/2 (2 ANT TV E)
27.0000
1/2 (1 ANT TV E)
30.0000
(4) 1/2 (4 ANT TV E)
(4) 1/2 (8 ANT TV E)
32.0000
1 (1 AT15-250 N)
34.5000
(2) 1 (2 AT15-250 N)
34.5000
(2) 1 (2 AT15-250 N)
37.0000
(4) 1/2 (8 ANT TV E)
Elevation (m)
37.0000
18.0000
12.0000
12.0000
6.0000
6.0000
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 CABLES GUIA DE ONDA-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SIMON BOLIVAR - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-7
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR.eri
Stress Distribution Chart 0.0000 - 65.0000 > 100%
90%-100%
Elevation (m)
Face A
75%-90%
50%-75%
< 50% Overstress
Face B
Face C
Face D
65.0000
65.0000
63.0000
63.0000
57.0000
57.0000
51.0000
51.0000
45.0000
45.0000
43.5000
43.5000
42.0000
42.0000
37.0000
37.0000
32.0000
32.0000
30.0000
30.0000
27.0000
27.0000
23.0000
23.0000
18.0000
18.0000
12.0000
12.0000
6.0000
6.0000
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-TC65m PATA=12.900m V=130 KPH
Project: EVALUACION ESTRUCTURAL Client: Code: Path:
EB. SIMON BOLIVAR - CONDICION NUEVA + REFUERZO. RTVC - RADIO TELEVISION NACIONAL DE COLOMBIA. Drawn by: Ing. C. Londoño M. App'd: Date: Scale: TIA/EIA-222-F 09/16/13 NTS Dwg No. E-8
D:\eeffca 2gop792bt9d5n0015ee\C1\ARC DOLMEN\EVALUACIONES\TC65m EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR\TC65m C. NUEVA+REF EB. SIMON BOLIVAR.eri
CHEQUEO DE CIMENTACION PLACA BASE Y PERNOS DE ANCLAJE. EB. SIMON BOLIVAR.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
TORRE H=65 m EB. SIMON BOLIVAR.
I. P. DOLOMEN S.A.
7. DISEÑO DE CIMENTACION TIPO PLACA PARA TORRES OBRA:
TORRE TELECOMUNICACIONES H=65.0 m - EB. SIMON BOLIVAR.
7.1. REACCIONES EN LA BASE DE LA TORRE (Obtenidas del análisis de la torre) Separación entre patas L= 12,900 m Reacciones máximas en apoyos Hipótesis 1 Hipótesis 2 (Ton) (Ton) L Apoyo 1 Rx= -6,008 -7,608 Apoyo 1 Ry= 2,253 7,543 4 3 Apoyo 1 Rz= -13,526 -26,137 y Apoyo 2 Rx= 6,054 1,336 Apoyo 2 Ry= 2,114 -3,870 x z Apoyo 2 Rz= -13,333 6,750 1
2
Fuerza máxima de arrancamiento Apoyo 3 Rz= -26,137 Fuerza máxima de compresión Apoyo 1 Rz= 37,785 Fuerza máxima horizontal X Apoyo 3 Rx= -9,902 Fuerza máxima horizontal Y Apoyo 1 Ry= -7,991
Hipótesis 3 (Ton) -2,287 5,977 -13,527 -5,492 -7,991 25,946
Apoyo 3 Rx= Apoyo 3 Ry= Apoyo 3 Rz=
-8,125 5,441 26,062
-9,902 9,979 37,785
-5,397 8,166 26,060
Apoyo 4 Rx= Apoyo 4 Ry= Apoyo 4 Rz=
8,025 5,448 25,888
3,939 -1,416 6,693
-2,080 -6,099 -13,387
Ton (tensión)
RFYT=
26,137
Ton
Ton (compresión)
RFYC=
37,785
Ton
Ton
RFX=
9,902
Ton
Ton
RFZ=
7,991
Ton
Dadas las dimensiones de la cimentación y la separación entre patas, se propone una solución de placa y pedestales amarrados en las cuatro patas de la torre. Debe encontrarse entonces la resultante de acciones de las patas combinadas en un punto único Resultante general de fuerzas aplicables en un punto, por hipótesis ΣFx (Ton)= ΣFy (Ton)= Hipótesis 1: -0,05 ΣFx (Ton)= ΣFy (Ton)= Hipótesis 2: -12,24 Excentricidades respecto a los ejes centrales de la cimentación Hipótesis 1: ex(m)= 0,09 Hipótesis 2: ex(m)= 16,45
15,26 12,24
ey(m)= ey(m)=
ΣFz (Ton)= ΣFz (Ton)=
25,09 25,09
20,26 16,42
Las excentricidades se convierten en momentos en ambos sentidos, para diseño de la fundación Fx Fy Fz Mx My Hipótesis 1: -0,05 15,26 25,09 2,37 508,32 Hipótesis 2: -12,24 12,24 25,09 412,66 411,93 Con estos valores máximos se diseña la losa de cimentación
clm/rcg
7.1
Rev.Cim-TC65m EB. SIMON BOLIVAR-Cap. 7
TORRE H=65 m EB. SIMON BOLIVAR.
I. P. DOLOMEN S.A. 7.2. PREDIMENSIONAMIENTO GENERAL DE LA PLACA Concreto f'c= PLANTA Refuerzo fy= L fye=
b
Area Total Placa At=Bz*Lz= 240,25 Sean dimensiones iniciales pedestales: b=h= 0,800 m Lz
L d
Espacio entre pedestal=d=e=
b a h
h
e
kg/cm2 kg/cm2 kg/cm2
principal flejes
Sean dimensiones iniciales zapata: Bz=Lz= 15,50 m
a
c
210 4200 2400
12,10
m
Sea espesor placa t=: hr=
0,60 1,35
m m
hp=hr+0.20=
1,55
m
Entonces, por geometría: a=c= 0,900
c
m2
m
Bz ELEVACION
hp
hr
β
t
Angulo β=
10
grados
1,70
Ton/m3
B Peso específico relleno γt= 7.3. ESTABILIDAD GENERAL 7.3.1 Estabilidad al Volcamiento Peso del cimiento en concreto:
Zapata: 345,96 Ton Pedestales: 9,52 Ton Total: 355,48 Ton Btop= Bz+2hr*tanβ= Relleno sobre zapata: 15,98 m Vt= hr/3[Btop2+Bz2+ (Btop2Bz2)1/2 ] - (4*b*h*hr)= 330,95 m3 Wtierra=Vt*γt= Peso de relleno sobre zapata 562,61 Ton Para que la seguridad al vuelco sea confiable FSV= Σ MR / Σ MV >= 1,50 Se analiza la seguridad al vuelco para la combinación 1: (Momento predominante en un sentido) Suponiendo en primera instancia que la estabilidad se proporciona por peso Acciones que ocasionan vuelco Rx= -0,05 Ton MRx= 0,08 Ton-m Brazo a O = 1,55 m Momento en la base de la torre My= 508,32 Ton-m Σ MV= 508,40 Ton-m Acciones estabilizantes Axial Torre: 25,09 Ton Zapata y relleno: 918,09 Ton Brazo a O = 7,75 m Σ MR= 7309,66 Ton-m FSV= 14,38 BIEN LAS DIMENSIONES Y PROFUNDIDAD DE CIMENTACION SON ADECUADAS POR ESTE EFECTO
clm/rcg
7.2
Rev.Cim-TC65m EB. SIMON BOLIVAR-Cap. 7
TORRE H=65 m EB. SIMON BOLIVAR.
I. P. DOLOMEN S.A.
Se analiza la seguridad al vuelco para la combinación 2: (Momento en ambos sentidos) Suponiendo en primera instancia que la estabilidad se proporciona por peso Acciones que ocasionan vuelco Rx= -12,24 Ton MRx= 18,96 Ton-m Ry= 12,24 Ton MRy= 18,97 Ton-m Brazo a O = 1,55 m Momento en la base de la torre Mx= 412,66 Ton-m My= 411,93 Ton-m Σ MVx= 431,63 Ton-m Σ MVy= 430,90 Ton-m MVres= 609,9 Acciones estabilizantes Axial Torre: 25,09 Ton Zapata y relleno: 918,09 Ton Brazo a O = 10,96 m Σ MR= 10337,32 Ton-m FSV= 16,95 BIEN
Ton-m
LAS DIMENSIONES LAS DIMENSIONES Y PROFUNDIDAD Y PROFUNDIDAD DE CIMENTACION DE CIMENTACION SON ADECUADAS SONPOR ADECUADAS POR ESTE EFECTO
7.3.2 Estabilidad al deslizamiento La seguridad al deslizamiento se evalua con base en la fricción suelo-losa φ= FSD= Σ FV * µ / Σ FH >= 2.0
28
grados
µ = tan 2/3 φ = 0,34 Σ FV = Resultante de fuerzas verticales, incluyendo el peso de la cimentación y rellenos Σ FH = Resultante de fuerzas horizontales Se analiza la seguridad al deslizamiento para la combinación 1 Fuerzas verticales Fuerzas horizontales Σ Fz= Σ Fx= 25,09 Ton -0,05 Ton Σ Fy= 15,26 Ton Zapata y relleno: 918,09 Ton Σ FV= Σ FH= 943,18 Ton 15,26 Ton (Resultante) FSD= 20,89 BIEN Se analiza la seguridad al deslizamiento para la combinación 2 Fuerzas verticales Fuerzas horizontales Σ Fz= Σ Fx= 25,09 Ton -12,24 Ton Σ Fy= Zapata y relleno: 918,09 Ton 12,24 Ton Σ FV= Σ FH= 943,18 Ton 17,30 Ton (Resultante) FSD= 18,41 BIEN LAS DIMENSIONES Y PROFUNDIDAD DE CIMENTACION SON ADECUADAS POR ESTE EFECTO 7.4. ESFUERZOS SOBRE EL TERRENO La resultante de esfuerzos en el terreno para cualquier hipótesis, incluyendo los efectos de vuelco en ambos ejes principales, no debe exceder la capacidad portante del terreno adoptada Capacidad Portante del Terreno: 15,00 Ton/m2 Peso específico del suelo 1,70 Ton/m3 Se considera además la capacidad portante disponible por alivio de excavación, al nivel de fundación Con Exc= 1,95 m, capacidad adicional= 3,3 Ton/m2 Capacidad de fundación disponible: 18,32 Ton/m2 Para evaluar el máximo esfuerzo, se usa la fórmula general: P M yx M y
ο =
Caso 1
clm/rcg
P= Σ Fz + Losa y relleno = 943,18 Σ My= 508,32 Ton-m x = Bz/2 = 7,75 m y = Lz/2 = 7,75 m
Ton
7.3
A
±
Iy
±
x
Ix
A= Σ Mx= Iy= Lp Bp3/12= Ix= Bp Lp3/12=
240,25 2,37 4810,01 4810,01
m2 Ton-m m4 m4
Rev.Cim-TC65m EB. SIMON BOLIVAR-Cap. 7
TORRE H=65 m EB. SIMON BOLIVAR.
I. P. DOLOMEN S.A.
σ 1=
Caso 2
4,75 P= Σ Fz + Losa y relleno = 943,18 Σ My= 411,93 Ton-m x = Bz/2 = 7,75 m z = Lz/2 = 7,75 m σ 1= 5,25
Ton/m2 Ton
BIEN
Ton/m2
BIEN
A= Σ Mx= Iy= Lp Bp3/12= Ix= Bp Lp3/12=
240,25 412,66 4810,01 4810,01
m2 Ton-m m4 m4
EL AREA DE CIMENTACION ES ADECUADA POR CAPACIDAD PORTANTE 7.5.3 Viga Amarre Tensión/Compresión de diseño 0.35Aa*Pzmax Con Aa= 0,15 T=C= 1,98 Ton Sea sección viga amarre B= 0,60 H= 1,35 Con ρmin= 0,0033 As arriba/abajo= 25,74 cm2 Sean 2 # 5 arriba/abajo Ast= 3,96 cm2 Tracción disponible= 14,9688 Ton, bien Compresión disponible mucho mayor Flejes: separación d/4 en 2d en cada extremo, resulta conveniente usar d/4 en toda la longitud. Usar flejes # 3 a 0.075 en toda la longitud En resumen se tiene:
PLACA 15.5x15.5x0.60
#5 a 0.20 #5 a 0.20
#5 a 0.20 #5 a 0.20 PEDESTAL 80x80 Pedestal (son 4) Ganchos #3 a 0,15
Flejes #3 a 0.15 en toda la altura
12#6 por pedestal VIGA AMARRE 30x30
2#5 arriba
Flejes # 3 a 0.075 2#5 abajo LA CIMENTACION ES ADECUADA PARA LA NUEVA CONDICION Y REFUERZO.
clm/rcg
7.4
Rev.Cim-TC65m EB. SIMON BOLIVAR-Cap. 7
ESTRUCTURA: REV. TC65m-EB. SIMON BOLIVAR - SAN ANDRES ISLAS. CARGAS ACTUANTES Tension Maxima Comprexion Maxima Fuerza Longitudinal en X Fuerza Transversal en Y
T C Hx Hy
(ton) (ton) (ton) (ton)
26,137 -37,785 -9,902 9,979
-7,608 7,543
CALCULO DE PLACA - BASE PLACA BASE
B
C
t
Dp
m
cm. 60
cm. 60
cm 2,2
cm 7
cm. 24,0
Dimension pedestal (cm) Bp Cp 80 80
C
P B
m n t p Dp
Area Placa Colocada Ac 3.600 cm2 Acero A-36 Fy= 2.530 Kg /cm² Distancia n 12,0 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. 386 98,000 10,496
cm2 Kg / cm² kg / cm²
Fb Fb m
1.645 24,0
Kg / cm² cm
t
1,66
cm
cm
Esfuerzo de Flexion por Arranque
Fb¨
Distancia al perno
Dp
7
Fuerza en el Perno Momento de Flexion
Pt Mf
4,36 30,5
Ton - cm
Espesor de la Placa Base Arr
t
1,87
cm
Espesor Minimo Placa Base
t
1,87
cm
Lado de la placa Base
B
600
mm
Espesor de la Placa Base
t
22
mm
f'c=
210
Kg / cm²
Acero A-36
Ton
OK CUMPLE
No pernos
un 6,0
ESTRUCTURA: REV. TC65m-EB. SIMON BOLIVAR - SAN ANDRES ISLAS.
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
26,14
ton
Vux
-7,61
ton
Vuy
9,98
ton
Vu
12,55
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
2,6
cm²
Atm
3,6
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 65.0 metros de altura, Localizada En la ESTACION EB. SIMON BOLIVAR, San Andres Islas, para una velocidad de viento de 130 KPH, que está soportando antenas MW y RF. La evaluación y recomendaciones han sido hechas siguiendo los parámetros establecidos en la NORMA TIA/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 de San Andres Islas, de cualquier eventualidad referente a dicha torre instalada para telecomunicaciones, bajo las condiciones anteriormente expuestas y descritas en la memoria de cálculo. ATENTAMENTE.,
ING. CARLOS EDUARDO LONDOÑO MESA. MAT. PROF. 25202-37439 CND.
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. SIMON BOLIVAR.
DOLMEN Integración de Proyectos Calle 1010 No. 70G-25 PBX: +(571) 226 9999
[email protected] [email protected]
REGISTRO FOTOGRAFICO Cliente: Dirección :
RTVC
Nombre :
EB. SIMON BOLIVAR.
SAN ANDRES - ISLAS.
Foto General de Torre
Panoramica de la Torre
1/9
Ciudad :
SAN ANDRES
Depto :
SAN ANDRES
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 exterior
Escalera de cables horizontal
Photo 8
Llegada de elementos a montante
Empalme exterior de montantes 3/9
REGISTRO FOTOGRAFICO
Photo 9
Photo 10
Empalme interior de montantes
Detalle de transicion
Photo 11
Photo 12
Empalme interior de montantes
Detalle de antenas MW 4/9
REGISTRO FOTOGRAFICO
Photo 14
Detalle de antenas MW
Detalle soportes y antenas
Photo 15
Photo 16
Detalle de antena Grip
Excavación en Cimentación. 5/9
REGISTRO FOTOGRAFICO
Photo 17
Photo 17
Excavación en Cimentación.
Detalle de la placa de la cimentación
Photo 33
Photo 34
Detalle de la placa de la cimentación
Detalle transición parte interna 6/9
REGISTRO FOTOGRAFICO
Photo 35
Photo 36
Detalle transición parte externa
Cierres internos torre
Photo 37
Photo 38
Parte interna torre y escaleras
Detalle luces de obstrucción 7/9
REGISTRO FOTOGRAFICO
Photo 39
Photo 40
Cierres internos torre
Cierres internos torre
Photo 41
Photo 42
Detalle empalme de montantes y grado de oxidación
Detalle de montantes y grado de oxidación 8/9
REGISTRO FOTOGRAFICO
Photo 53
Photo 54
Panoramica de la torre
Detalle pata de la torre
Photo 55
Photo 56
Pararrayos
Panoramica tramo inicial 9/9
