„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 1 -
MEMORIA DE CÁLCULO
MONOPOLO EXISTENTE DE 30M
V=120 Km/h
PROYECTO
EBC DOS CRUCES
PROYECTO Memoria Cálculo Estructural Monopolo de 30.00m
REVISIÓN A Para revisión y comentarios Febrero 2012
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 2 -
INDICE
1. ALCANCES.
2. DESCRIPCION DEL PROYECTO.
3. NORMAS A UTILIZAR.
4. MATERIALES.
5. METODO DE ANALISIS.
6. CARGAS DE EVALUACIÓN ESTRUCTURAL.
7. DEFORMACIONES.
8. COMBINACIONES DE CARGA.
9. ESTRUCTURACIÓN.
10. DATOS DE ENTRADA MODELACION DE MONOPOLO EXISTENTE.
11. INGRESO DE CARGA DE ANTENAS EN LA ESTRUCTURA EXISTENTE.
12. RESULTADOS DE LA MODELACION Y VERIFICACIÓN DE ELEMENTOS
EXISTENTES PARA UNA VELOCIDAD DE SUPERVIVENCIA DE 120KMH /
REACCIONES EN LA BASE.
13. DEFORMACIONES DE LA ESTRUCTURA EXISTENTE PARA UNA VELOCIDAD
OPERACIONAL DE 90KMH.
14. CONCLUSIONES.
15. REGISTRO FOTOGRÁFICO.
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 3 -
BASES DE CÁLCULO Y ESTRUCTURACION
1. ALCANCES
La presente memoria de cálculo describe los criterios adoptados para la evaluación
estructural del Monopolo existente de 30.00m propiedad de América Móvil (EBC DOS
CRUCES), ubicada en el Cerro Dos Cruces (Cerro Las Papas), distrito de San Juan de
Miraflores, Provincia de Lima, departamento de Lima. En la presente también se especifican
los materiales utilizados, las cargas consideradas y sus combinaciones, método de análisis,
las normas y códigos que se emplearán en el presente informe.
2. DESCRIPCION DEL PROYECTO
Las dimensiones de la estructura a evaluar son las que se entregan a continuación:
• Altura total 30.00 m.
• Compuesta por 5 cuerpos de sección circular, cada uno de 6m.
Paredes
• Cuerpo Nº 1: 1/4 de espesor, ø int. 10”
• Cuerpo Nº 2: 5/16 de espesor, ø int. 14”
• Cuerpo Nº 3: 3/8 de espesor, ø int. 18”
• Cuerpo Nº 4: 3/8 de espesor, ø int. 24”
• Cuerpo Nº 5: 1/2 de espesor, ø int. 24”
3. NORMAS A UTILIZAR
Las normas que contemplan el siguiente proyecto estructural son las siguientes:
i. AISC. “Specifications for structural steel buildings – Allowable stress design and plastic
design”, June 1989.
ii. TIA/EIA 222 – F. “Structural Standards for steel antenna towers and antenna supporting
structures”, June 1996
iii. ACI 318-99. “Building Code Requirements for Reinforced Concrete”. American
Concrete Institute.”
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 4 -
4. MATERIALES
Los materiales utilizados son los siguientes:
- Tramos: Acero A36.
- Pernos Grado 5 o similar.
5. METODO DE ANALISIS
La evaluación de la estructura se realizará considerando el Método de Tensiones Admisibles
(ASD), bajo el supuesto de pequeñas deformaciones de modo que la estructura se comporte
bajo la teoría elástica lineal.
6. CARGAS DE EVALUACIÓN ESTRUCTURAL
Cargas Permanentes
Peso Propio (PP): Para el cálculo del peso propio de los elementos se consideró el peso de
todos los elementos metálicos, plataformas de trabajo.
Soportes metálicos de antenas, empalmes, escaleras cables rack.
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 5 -
Cargas Eventuales
Viento (W)
El viento de diseño o supervivencia es de 120 kph a los 10m con respecto al nivel de terreno,
mientras que el viento operacional será de 90kph.
Sismo (E)
No se considera pues la acción del viento es preponderante ante la acción sísmica.
Nieve (S)
No se solicitó verificar la estructura con carga de nieve, por ende este efecto no es
considerado en el presente informe.
7. DEFORMACIONES
Se considerará la deformación máxima de la estructura al valor medido en la cúspide de la
torre asociado a una desangulación recomendada por la TIA/EIA/222/F. A solicitud de
América Móvil los desplazamientos máximos serán medidos a una velocidad de operación
de 120Km/h.
8. COMBINACIONES DE CARGA
Para obtener las combinaciones de carga que se utilizarán en el análisis de la estructura se
debe cumplir con lo expuesto en las norma AISC (ASD 89).
Do (Carga Muerta) + Wi (Carga de Viento)
9. ESTRUCTURACIÓN
El Monopolo está conformado por 5 paneles de sección circular de 6.00m de altura cada
uno.
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 6 -
VISTA EN ELEVACION DE
MONOPOLO EXISTENTE
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 7 -
10. DATOS DE ENTRADA MODELACION DE LA TORRE EXISTENTE
CARGAS DE VIENTO
- VELOCIDAD DE EVALUACIÓN ESTRUCTURAL
La velocidad básica de verificación especificada para esta estructura es de 120 kph, a los 10
m desde el nivel del terreno.
En la evaluación del Monopolo se aplicarán los criterios del manual EIA/TIA 222F (96).
Para la evaluación de la estructura se utilizó el programa “MSTower” basado en el método
de los elementos finitos, en el que considera la torre como una estructura espacial. La torre
se define como un conjunto de nudos y barras y los resultados que se obtienen para cada
hipótesis de cálculo son los desplazamientos de cada nudo y los esfuerzos en cada una de las
barras.
Relaciones de esbeltez (Kl/r) de las barras
- Miembros principales a compresión: 120
- Miembros secundarios a compresión: 200
- Celosías y barras de relleno: 250
- Barras de tracción: 350
FORMULAS EIA / TIA
‐ CARGA DE VIENTO SOBRE ANTENAS
Las dimensiones, cantidades y ubicaciones de las antenas fueron obtenidas de la visita
técnica hecha a la torre instalada en el EBC DOS CRUCES.
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 8 -
Los resultados que se obtienen son de aplicar la norma TIA/EIA/222/F sobre las antenas
detalladas en la visita técnica.
Las antenas existentes consideradas son:
- 07 antenas microonda de 0.30m de diámetro.
- 08 antenas microonda de 0.60m de diámetro.
- 03 antenas microonda de 1.20m de diámetro.
- 03 antenas RF de 1.30m
- 03 antenas RF de 2.60m
DATOS DE ENTRADA DE GEOMETRIA DE LA TORRE
TITL1 MONOPOLO 30.00M
TITL2 VERIFICACION A 120 KPH
UNITS 1
PROFILE
FACES 1
WBASE 0.700
RLBAS 0.000
PANEL 1 HT 0.1071 TW 0.10
FACE SH1 LEG 1 R1 116
PANEL 2 HT 0.1071 TW 0.10
FACE SH1 LEG 2 R1 116
PANEL 3 HT 0.1071 TW 0.10
FACE SH1 LEG 3 R1 116
PANEL 4 HT 0.1071 TW 0.10
FACE SH1 LEG 4 R1 116
PANEL 5 HT 0.1071 TW 0.10
FACE SH1 LEG 5 R1 116
PANEL 6 HT 0.1071 TW 0.10
FACE SH1 LEG 6 R1 116
PANEL 7 HT 0.1071 TW 0.10
FACE SH1 LEG 7 R1 116
PANEL 8 HT 0.1071 TW 0.10
FACE SH1 LEG 8 R1 116
PANEL 9 HT 0.1071 TW 0.10
FACE SH1 LEG 9 R1 116
PANEL 10 HT 0.1071 TW 0.10
FACE SH1 LEG 10 R1 116
PANEL 11 HT 0.1071 TW 0.10
FACE SH1 LEG 11 R1 116
PANEL 12 HT 0.1071 TW 0.10
FACE SH1 LEG 12 R1 116
PANEL 13 HT 0.1071 TW 0.10
FACE SH1 LEG 13 R1 116
PANEL 14 HT 0.1071 TW 0.10
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 9 -
FACE SH1 LEG 14 R1 116
PANEL 15 HT 0.1071 TW 0.10
FACE SH1 LEG 15 R1 116
PANEL 16 HT 0.1071 TW 0.10
FACE SH1 LEG 16 R1 116
PANEL 17 HT 0.1071 TW 0.10
FACE SH1 LEG 17 R1 116
PANEL 18 HT 0.1071 TW 0.10
FACE SH1 LEG 18 R1 116
PANEL 19 HT 0.1071 TW 0.10
FACE SH1 LEG 19 R1 116
PANEL 20 HT 0.1071 TW 0.10
FACE SH1 LEG 20 R1 116
PANEL 21 HT 0.1071 TW 0.2767
FACE SH1 LEG 21 R1 116
PANEL 22 HT 0.1071 TW 0.2767
FACE SH1 LEG 22 R1 116
PANEL 23 HT 0.1071 TW 0.2767
FACE SH1 LEG 23 R1 116
PANEL 24 HT 0.1071 TW 0.2767
FACE SH1 LEG 24 R1 116
PANEL 25 HT 0.1071 TW 0.2767
FACE SH1 LEG 25 R1 116
PANEL 26 HT 0.1071 TW 0.2767
FACE SH1 LEG 26 R1 116
PANEL 27 HT 0.1071 TW 0.2767
FACE SH1 LEG 27 R1 116
PANEL 28 HT 0.1071 TW 0.2767
FACE SH1 LEG 28 R1 116
PANEL 29 HT 0.20 TW 0.2767
FACE SH1 LEG 29 R1 116
PANEL 30 HT 0.20 TW 0.2767
FACE SH1 LEG 30 R1 116
PANEL 31 HT 0.20 TW 0.2767
FACE SH1 LEG 31 R1 116
PANEL 32 HT 0.20 TW 0.2767
FACE SH1 LEG 32 R1 116
PANEL 33 HT 0.20 TW 0.2767
FACE SH1 LEG 33 R1 116
PANEL 34 HT 0.20 TW 0.2767
FACE SH1 LEG 34 R1 116
PANEL 35 HT 0.20 TW 0.2767
FACE SH1 LEG 35 R1 116
PANEL 36 HT 0.20 TW 0.2767
FACE SH1 LEG 36 R1 116
PANEL 37 HT 0.20 TW 0.2767
FACE SH1 LEG 37 R1 116
PANEL 38 HT 0.20 TW 0.2767
FACE SH1 LEG 38 R1 116
PANEL 39 HT 0.20 TW 0.2767
FACE SH1 LEG 39 R1 116
PANEL 40 HT 0.20 TW 0.2767
FACE SH1 LEG 40 R1 116
PANEL 41 HT 0.20 TW 0.2767
FACE SH1 LEG 41 R1 116
PANEL 42 HT 0.20 TW 0.2767
FACE SH1 LEG 42 R1 116
PANEL 43 HT 0.20 TW 0.2767
FACE SH1 LEG 43 R1 116
PANEL 44 HT 0.20 TW 0.2767
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 10 -
FACE SH1 LEG 44 R1 116
PANEL 45 HT 0.20 TW 0.2767
FACE SH1 LEG 45 R1 116
PANEL 46 HT 0.20 TW 0.2767
FACE SH1 LEG 46 R1 116
PANEL 47 HT 0.20 TW 0.2767
FACE SH1 LEG 47 R1 116
PANEL 48 HT 0.20 TW 0.2767
FACE SH1 LEG 48 R1 116
PANEL 49 HT 0.20 TW 0.2767
FACE SH1 LEG 49 R1 116
PANEL 50 HT 0.20 TW 0.2767
FACE SH1 LEG 50 R1 116
PANEL 51 HT 0.20 TW 0.2767
FACE SH1 LEG 51 R1 116
PANEL 52 HT 0.20 TW 0.2767
FACE SH1 LEG 52 R1 116
PANEL 53 HT 0.20 TW 0.2767
FACE SH1 LEG 53 R1 116
PANEL 54 HT 0.20 TW 0.2767
FACE SH1 LEG 54 R1 116
PANEL 55 HT 0.20 TW 0.2767
FACE SH1 LEG 55 R1 116
PANEL 56 HT 0.20 TW 0.2767
FACE SH1 LEG 56 R1 116
PANEL 57 HT 0.20 TW 0.2767
FACE SH1 LEG 57 R1 116
PANEL 58 HT 0.20 TW 0.2767
FACE SH1 LEG 58 R1 116
PANEL 59 HT 0.3000 TW 0.3715
FACE SH1 LEG 59 R1 116
PANEL 60 HT 0.3000 TW 0.3715
FACE SH1 LEG 60 R1 116
PANEL 61 HT 0.3000 TW 0.3715
FACE SH1 LEG 61 R1 116
PANEL 62 HT 0.3000 TW 0.3715
FACE SH1 LEG 62 R1 116
PANEL 63 HT 0.3000 TW 0.3715
FACE SH1 LEG 63 R1 116
PANEL 64 HT 0.3000 TW 0.3715
FACE SH1 LEG 64 R1 116
PANEL 65 HT 0.3000 TW 0.3715
FACE SH1 LEG 65 R1 116
PANEL 66 HT 0.3000 TW 0.3715
FACE SH1 LEG 66 R1 116
PANEL 67 HT 0.3000 TW 0.3715
FACE SH1 LEG 67 R1 116
PANEL 68 HT 0.3000 TW 0.3715
FACE SH1 LEG 68 R1 116
PANEL 69 HT 0.3000 TW 0.3715
FACE SH1 LEG 69 R1 116
PANEL 70 HT 0.3000 TW 0.3715
FACE SH1 LEG 70 R1 116
PANEL 71 HT 0.3000 TW 0.3715
FACE SH1 LEG 71 R1 116
PANEL 72 HT 0.3000 TW 0.3715
FACE SH1 LEG 72 R1 116
PANEL 73 HT 0.3000 TW 0.3715
FACE SH1 LEG 73 R1 116
PANEL 74 HT 0.3000 TW 0.3715
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 11 -
FACE SH1 LEG 74 R1 116
PANEL 75 HT 0.3000 TW 0.3715
FACE SH1 LEG 75 R1 116
PANEL 76 HT 0.3000 TW 0.3715
FACE SH1 LEG 76 R1 116
PANEL 77 HT 0.3000 TW 0.3715
FACE SH1 LEG 77 R1 116
PANEL 78 HT 0.3000 TW 0.3715
FACE SH1 LEG 78 R1 116
PANEL 79 HT 0.4000 TW 0.4762
FACE SH1 LEG 79 R1 116
PANEL 80 HT 0.4000 TW 0.4762
FACE SH1 LEG 80 R1 116
PANEL 81 HT 0.4000 TW 0.4762
FACE SH1 LEG 81 R1 116
PANEL 82 HT 0.4000 TW 0.4762
FACE SH1 LEG 82 R1 116
PANEL 83 HT 0.4000 TW 0.4762
FACE SH1 LEG 83 R1 116
PANEL 84 HT 0.4000 TW 0.4762
FACE SH1 LEG 84 R1 116
PANEL 85 HT 0.4000 TW 0.4762
FACE SH1 LEG 85 R1 116
PANEL 86 HT 0.4000 TW 0.4762
FACE SH1 LEG 86 R1 116
PANEL 87 HT 0.4000 TW 0.4762
FACE SH1 LEG 87 R1 116
PANEL 88 HT 0.4000 TW 0.4762
FACE SH1 LEG 88 R1 116
PANEL 89 HT 0.4000 TW 0.4762
FACE SH1 LEG 89 R1 116
PANEL 90 HT 0.4000 TW 0.4762
FACE SH1 LEG 90 R1 116
PANEL 91 HT 0.4000 TW 0.4762
FACE SH1 LEG 91 R1 116
PANEL 92 HT 0.4000 TW 0.4762
FACE SH1 LEG 92 R1 116
PANEL 93 HT 0.4000 TW 0.4762
FACE SH1 LEG 93 R1 116
PANEL 94 HT 0.5000 TW 0.6281
FACE SH1 LEG 94 R1 116
PANEL 95 HT 0.5000 TW 0.6281
FACE SH1 LEG 95 R1 116
PANEL 96 HT 0.5000 TW 0.6281
FACE SH1 LEG 96 R1 116
PANEL 97 HT 0.5000 TW 0.6281
FACE SH1 LEG 97 R1 116
PANEL 98 HT 0.5000 TW 0.6281
FACE SH1 LEG 98 R1 116
PANEL 99 HT 0.5000 TW 0.6281
FACE SH1 LEG 99 R1 116
PANEL 100 HT 0.5000 TW 0.6281
FACE SH1 LEG 100 R1 116
PANEL 101 HT 0.5000 TW 0.6281
FACE SH1 LEG 101 R1 116
PANEL 102 HT 0.5000 TW 0.6281
FACE SH1 LEG 102 R1 116
PANEL 103 HT 0.5000 TW 0.6281
FACE SH1 LEG 103 R1 116
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 12 -
PANEL 104 HT 0.5000 TW 0.6281
FACE SH1 LEG 104 R1 116
PANEL 105 HT 0.5000 TW 0.6281
FACE SH1 LEG 105 R1 116
PANEL 106 HT 0.6000 TW 0.6399
FACE SH1 LEG 106 R1 116
PANEL 107 HT 0.6000 TW 0.6399
FACE SH1 LEG 107 R1 116
PANEL 108 HT 0.6000 TW 0.6399
FACE SH1 LEG 108 R1 116
PANEL 109 HT 0.6000 TW 0.6399
FACE SH1 LEG 109 R1 116
PANEL 110 HT 0.6000 TW 0.6399
FACE SH1 LEG 110 R1 116
PANEL 111 HT 0.6000 TW 0.6399
FACE SH1 LEG 111 R1 116
PANEL 112 HT 0.6000 TW 0.6399
FACE SH1 LEG 112 R1 116
PANEL 113 HT 0.6000 TW 0.6399
FACE SH1 LEG 113 R1 116
PANEL 114 HT 0.6000 TW 0.6399
FACE SH1 LEG 114 R1 116
PANEL 115 HT 0.6000 TW 0.6399
FACE SH1 LEG 115 R1 116
PANEL 116 HT 0.0000 TW 0.6399
FACE SH1 LEG 115 R1 116
END
SECTIONS
LIB MStower0
1 PG1.100x0 FY 250.00
2 PG2.100x0 FY 250.00
3 PG3.100x0 FY 250.00
4 PG4.100x0 FY 250.00
5 PG5.100x0 FY 250.00
6 PG6.100x0 FY 250.00
7 PG7.100x0 FY 250.00
8 PG8.100x0 FY 250.00
9 PG9.100x0 FY 250.00
10 PG10.100x0 FY 250.00
11 PG11.100x0 FY 250.00
12 PG12.100x0 FY 250.00
13 PG13.100x0 FY 250.00
14 PG14.100x0 FY 250.00
15 PG15.100x0 FY 250.00
16 PG16.100x0 FY 250.00
17 PG17.100x0 FY 250.00
18 PG18.100x0 FY 250.00
19 PG19.100x0 FY 250.00
20 PG20.100x0 FY 250.00
21 PG21.100x0 FY 250.00
22 PG22.100x0 FY 250.00
23 PG23.100x0 FY 250.00
24 PG24.100x0 FY 250.00
25 PG25.100x0 FY 250.00
26 PG26.100x0 FY 250.00
27 PG27.100x0 FY 250.00
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 13 -
28 PG28.100x0 FY 250.00
29 PG29.266x1 FY 250.00
30 PG30.266x1 FY 250.00
31 PG31.266x1 FY 250.00
32 PG32.266x1 FY 250.00
33 PG33.266x1 FY 250.00
34 PG34.266x1 FY 250.00
35 PG35.266x1 FY 250.00
36 PG36.266x1 FY 250.00
37 PG37.266x1 FY 250.00
38 PG38.266x1 FY 250.00
39 PG39.266x1 FY 250.00
40 PG40.266x1 FY 250.00
41 PG41.266x1 FY 250.00
42 PG42.266x1 FY 250.00
43 PG43.266x1 FY 250.00
44 PG44.266x1 FY 250.00
45 PG45.266x1 FY 250.00
46 PG46.266x1 FY 250.00
47 PG47.266x1 FY 250.00
48 PG48.266x1 FY 250.00
49 PG49.266x1 FY 250.00
50 PG50.266x1 FY 250.00
51 PG51.266x1 FY 250.00
52 PG52.266x1 FY 250.00
53 PG53.266x1 FY 250.00
54 PG54.266x1 FY 250.00
55 PG55.266x1 FY 250.00
56 PG56.266x1 FY 250.00
57 PG57.266x1 FY 250.00
58 PG58.266x1 FY 250.00
59 PG59.371x2 FY 250.00
60 PG60.371x2 FY 250.00
61 PG61.371x2 FY 250.00
62 PG62.371x2 FY 250.00
63 PG63.371x2 FY 250.00
64 PG64.371x2 FY 250.00
65 PG65.371x2 FY 250.00
66 PG66.371x2 FY 250.00
67 PG67.371x2 FY 250.00
68 PG68.371x2 FY 250.00
69 PG69.371x2 FY 250.00
70 PG70.371x2 FY 250.00
71 PG71.371x2 FY 250.00
72 PG72.371x2 FY 250.00
73 PG73.371x2 FY 250.00
74 PG74.371x2 FY 250.00
75 PG75.371x2 FY 250.00
76 PG76.371x2 FY 250.00
77 PG77.371x2 FY 250.00
78 PG78.371x2 FY 250.00
79 PG79.476x3 FY 250.00
80 PG80.476x3 FY 250.00
81 PG81.476x3 FY 250.00
82 PG82.476x3 FY 250.00
83 PG83.476x3 FY 250.00
84 PG84.476x3 FY 250.00
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 14 -
85 PG85.476x3 FY 250.00
86 PG86.476x3 FY 250.00
87 PG87.476x3 FY 250.00
88 PG88.476x3 FY 250.00
89 PG89.476x3 FY 250.00
90 PG90.476x3 FY 250.00
91 PG91.476x3 FY 250.00
92 PG92.476x3 FY 250.00
93 PG93.476x3 FY 250.00
94 PG94.628x4 FY 250.00
95 PG95.628x4 FY 250.00
96 PG96.628x4 FY 250.00
97 PG97.628x4 FY 250.00
98 PG98.628x4 FY 250.00
99 PG99.628x4 FY 250.00
100 PG100.628x4 FY 250.00
101 PG101.628x4 FY 250.00
102 PG102.628x4 FY 250.00
103 PG103.628x4 FY 250.00
104 PG104.628x4 FY 250.00
105 PG105.628x4 FY 250.00
106 PG106.640x5 FY 250.00
107 PG107.640x5 FY 250.00
108 PG108.640x5 FY 250.00
109 PG109.640x5 FY 250.00
110 PG110.640x5 FY 250.00
111 PG111.640x5 FY 250.00
112 PG112.640x5 FY 250.00
113 PG113.640x5 FY 250.00
114 PG114.640x5 FY 250.00
115 PG115.640x5 FY 250.00
116 DUMMY FY 250.00
END
SUPPORT
COORD 0.0 0.0 0.0 FIXED
END
EOF
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 15 -
11. INGRESO DE CARGA DE ANTENAS EN LA ESTRUCTURA
EXISTENTE.
11.1. VELOCIDAD DE DISEÑO O SUPERVIVENCIA
La velocidad considerada para el diseño es de 120Kph (33.33 m/s) medidas a 10m con
respecto al nivel de terreno y considerando las siguientes hipótesis de carga para la ráfaga
del viento:
1.- Velocidad aplicada con azimuth de 0º.
2.- Velocidad aplicada con azimuth de 30º.
3.- Velocidad aplicada con azimuth de 60º.
4.- Velocidad aplicada con azimuth de 90º.
5.- Velocidad aplicada con azimuth de 120º.
6.- Velocidad aplicada con azimuth de 150º.
7.- Velocidad aplicada con azimuth de 180º.
8.- Velocidad aplicada con azimuth de 210º.
9.- Velocidad aplicada con azimuth de 240º.
10.‐ Velocidad aplicada con azimuth de 270º.
11.‐ Velocidad aplicada con azimuth de 300º.
12.‐ Velocidad aplicada con azimuth de 330º.
13.‐ Velocidad aplicada con azimuth de 360º.
PARAMETERS
ANGN 0.0 $ Angle Anti-clockwise from X axis to North
CODE EIA222 $ WIND PROFILE TO THIS CODE
ICE RO 0.0 RW 0.0 $ For icing
ALTOP 0 $ SITE + TOWER HEIGHT for icing
PSF-V 1.200 $ Partial safety factor for wind speed, BS8100
PSF-M 1.20 $ Partial safety factor for Material strength, BS8100
VB 33.33 $ ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or FASTEST
MILE, adjusted for height
OVERLAP 1 $ Allow for the overlap of members
END
LOADS
CASE 100 Weight of tower plus ancillaries
DL
$ TODO - any additional NDLDs go here
CASE 200 wind at 0 to X axis
WL ANGLX 0.0 NOICE
CASE 220 wind at 30 to X axis
WL ANGLX 30.0 NOICE
CASE 240 wind at 60 to X axis
WL ANGLX 60.0 NOICE
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 16 -
CASE 260 wind at 90 to X axis
WL ANGLX 90.0 NOICE
CASE 280 wind at 120 to X axis
WL ANGLX 120.0 NOICE
CASE 300 wind at 150 to X axis
WL ANGLX 150.0 NOICE
CASE 320 wind at 180 to X axis
WL ANGLX 180.0 NOICE
CASE 340 wind at 210 to X axis
WL ANGLX 210.0 NOICE
CASE 360 wind at 240 to X axis
WL ANGLX 240.0 NOICE
CASE 380 wind at 270 to X axis
WL ANGLX 270.0 NOICE
CASE 400 wind at 300 to X axis
WL ANGLX 300.0 NOICE
CASE 420 wind at 330 to X axis
WL ANGLX 330.0 NOICE
CASE 440 wind at 360 to X axis
WL ANGLX 360.0 NOICE
CASE 500 Max. tower weight
COMBIN 100 1.200
CASE 520 CARGA: wind at 0 to X axis
COMBIN 100 1.200
COMBIN 200 1.000
CASE 540 CARGA: wind at 30 to X axis
COMBIN 100 1.200
COMBIN 220 1.000
CASE 560 CARGA: wind at 60 to X axis
COMBIN 100 1.200
COMBIN 240 1.000
CASE 580 CARGA: wind at 90 to X axis
COMBIN 100 1.200
COMBIN 260 1.000
CASE 600 CARGA: wind at 120 to X axis
COMBIN 100 1.200
COMBIN 280 1.000
CASE 620 CARGA: wind at 150 to X axis
COMBIN 100 1.200
COMBIN 300 1.000
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 17 -
CASE 640 CARGA: wind at 180 to X axis
COMBIN 100 1.200
COMBIN 320 1.000
CASE 660 CARGA: wind at 210 to X axis
COMBIN 100 1.200
COMBIN 340 1.000
CASE 680 CARGA: wind at 240 to X axis
COMBIN 100 1.200
COMBIN 360 1.000
CASE 700 CARGA: wind at 270 to X axis
COMBIN 100 1.200
COMBIN 380 1.000
CASE 720 CARGA: wind at 300 to X axis
COMBIN 100 1.200
COMBIN 400 1.000
CASE 740 CARGA: wind at 330 to X axis
COMBIN 100 1.200
COMBIN 420 1.000
CASE 760 CARGA: wind at 360 to X axis
COMBIN 100 1.200
COMBIN 440 1.000
END
ANCILLARIES
LARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area
$ ANTENAS Y MW EXISTENTES
MW1 XA 0.32 YA 0.43 ZA 11.50 LIB SH1PR-2 ANG -43 $ D = 0.6 M
MW2 XA 0.38 YA -0.01 ZA 14.00 LIB SH1PR-0 ANG -98 $ D = 0.3 M
MW3 XA -0.20 YA -0.31 ZA 14.80 LIB SH1PR-0 ANG -218 $ D = 0.3 M
MW4 XA 0.28 YA -0.23 ZA 16.00 LIB SH1PR-0 ANG -268 $ D = 0.3 M
MW5 XA 0.14 YA 0.46 ZA 16.50 LIB SH1PR-2 ANG -23 $ D = 0.6 M
MW6 XA -0.20 YA -0.29 ZA 17.00 LIB SH1PR-0 ANG -220 $ D = 0.3M
MW7 XA -0.24 YA -0.38 ZA 20.00 LIB SH1PR-2 ANG -218 $ D = 0.6M
MW8 XA -0.24 YA -0.19 ZA 22.43 LIB SH1PR-0 ANG -238 $ D = 0.3M
MW9 XA 0.22 YA 0.21 ZA 22.60 LIB SH1PR-0 ANG -53 $ D = 0.3M
MW10 XA 0.30 YA 0.28 ZA 24.80 LIB SH1PR-2 ANG -53 $ D = 0.6M
MW11 XA 0.64 YA -0.09 ZA 26.30 LIB SH1PR-4 ANG -88 $ D = 1.2M
MW12 XA -0.38 YA -0.02 ZA 29.00 LIB SH1PR-2 ANG -273 $ D = 0.6M
PLATAF1 XA 0 YA 0 ZA 30.50 LIB DELTA ANG -30 FACT 3.22
SECTOR-1A XA -1.69 YA -0.18 ZA 31.00 LIB A0142-2 ANG -23 $ L = 1.3M
SECTOR-1B XA -0.59 YA 1.70 ZA 31.00 LIB A0142-2 ANG -108 $ L = 1.3M
SECTOR-1C XA 0.61 YA 1.93 ZA 32.50 LIB A0142-1 ANG -103 $ L = 2.6M
SECTOR-1D XA 1.74 YA -0.24 ZA 32.50 LIB A0142-1 ANG -328 $ L = 2.6M
SECTOR-1E XA 1.05 YA -1.26 ZA 31.00 LIB A0142-2 ANG -328 $ L = 1.3M
SECTOR-1F XA -1.03 YA -1.17 ZA 32.50 LIB A0142-1 ANG -58 $ L = 2.6M
MW-1A XA 0.75 YA 1.25 ZA 30.00 LIB SH1PR-0 ANG -8 $ D = 0.3M
MW-1B XA 1.25 YA 0.50 ZA 30.50 LIB SH1PR-2 ANG -8 $ D = 0.6M
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 18 -
MW-1C XA -0.28 YA -2.10 ZA 30.50 LIB SH1PR-4 ANG 7 $ D = 1.2M
PLATAF2 XA 0 YA 0 ZA 21.3 LIB PLATF4 ANG 0 FACT 1.8
MW-2A XA -0.16 YA -1.19 ZA 22.10 LIB SH1PR-2 ANG -188 $ D = 0.6M
MW-2B XA -1.76 YA 0.56 ZA 21.50 LIB SH1PR-2 ANG -88 $ D = 0.6M
MW-2C XA 0 YA 1.66 ZA 22.00 LIB SH1PR-4 ANG -88 $ D = 1.2M
LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area
LADDER XB 0 YB -0.35 ZB 0 XT 0 YT -0.20 ZT 30 LIB H-LADDER FACT 1 ANG 0
FDR-GRP1 XB -0.35 YB 0.075 ZB 0 XT -0.20 YT 0.075 ZT 30 LIB FDR20
FACT 3 ANG -90
FDR-GRP2 XB -0.35 YB -.025 ZB 0 XT -0.20 YT -.025 ZT 30 LIB FDR20
FACT 3 ANG -90
FDR-GRP3 XB -0.35 YB .025 ZB 0 XT -0.20 YT 0.025 ZT 30 LIB FDR20
FACT 3 ANG -90
FDR-GRP4 XB -0.35 YB -0.075 ZB 0 XT -0.20 YT -0.075 ZT 30 LIB FDR20
FACT 3 ANG -90
END
END
11.2. VELOCIDAD DE OPERACION
La velocidad considerada para el diseño es de 90Kph (25.0 m/s) medidas a 10m con
respecto al nivel de terreno y considerando las siguientes hipótesis de carga para la ráfaga
del viento:
1.- Velocidad aplicada con azimuth de 0º.
2.- Velocidad aplicada con azimuth de 30º.
3.- Velocidad aplicada con azimuth de 60º.
4.- Velocidad aplicada con azimuth de 90º.
5.- Velocidad aplicada con azimuth de 120º.
6.- Velocidad aplicada con azimuth de 150º.
7.- Velocidad aplicada con azimuth de 180º.
8.- Velocidad aplicada con azimuth de 210º.
9.- Velocidad aplicada con azimuth de 240º.
10.‐ Velocidad aplicada con azimuth de 270º.
11.‐ Velocidad aplicada con azimuth de 300º.
12.‐ Velocidad aplicada con azimuth de 330º.
13.‐ Velocidad aplicada con azimuth de 360º.
PARAMETERS
ANGN 0.0 $ Angle Anti-clockwise from X axis to North
CODE EIA222 $ WIND PROFILE TO THIS CODE
ICE RO 0.0 RW 0.0 $ For icing
ALTOP 0 $ SITE + TOWER HEIGHT for icing
PSF-V 1.200 $ Partial safety factor for wind speed, BS8100
PSF-M 1.20 $ Partial safety factor for Material strength, BS8100
VB 25.00 $ ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or FASTEST
MILE, adjusted for height
OVERLAP 1 $ Allow for the overlap of members
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 19 -
END
LOADS
CASE 100 Weight of tower plus ancillaries
DL
$ TODO - any additional NDLDs go here
CASE 200 wind at 0 to X axis
WL ANGLX 0.0 NOICE
CASE 220 wind at 30 to X axis
WL ANGLX 30.0 NOICE
CASE 240 wind at 60 to X axis
WL ANGLX 60.0 NOICE
CASE 260 wind at 90 to X axis
WL ANGLX 90.0 NOICE
CASE 280 wind at 120 to X axis
WL ANGLX 120.0 NOICE
CASE 300 wind at 150 to X axis
WL ANGLX 150.0 NOICE
CASE 320 wind at 180 to X axis
WL ANGLX 180.0 NOICE
CASE 340 wind at 210 to X axis
WL ANGLX 210.0 NOICE
CASE 360 wind at 240 to X axis
WL ANGLX 240.0 NOICE
CASE 380 wind at 270 to X axis
WL ANGLX 270.0 NOICE
CASE 400 wind at 300 to X axis
WL ANGLX 300.0 NOICE
CASE 420 wind at 330 to X axis
WL ANGLX 330.0 NOICE
CASE 440 wind at 360 to X axis
WL ANGLX 360.0 NOICE
CASE 500 Max. tower weight
COMBIN 100 1.200
CASE 520 CARGA: wind at 0 to X axis
COMBIN 100 1.200
COMBIN 200 1.000
CASE 540 CARGA: wind at 30 to X axis
COMBIN 100 1.200
COMBIN 220 1.000
CASE 560 CARGA: wind at 60 to X axis
COMBIN 100 1.200
COMBIN 240 1.000
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 20 -
CASE 580 CARGA: wind at 90 to X axis
COMBIN 100 1.200
COMBIN 260 1.000
CASE 600 CARGA: wind at 120 to X axis
COMBIN 100 1.200
COMBIN 280 1.000
CASE 620 CARGA: wind at 150 to X axis
COMBIN 100 1.200
COMBIN 300 1.000
CASE 640 CARGA: wind at 180 to X axis
COMBIN 100 1.200
COMBIN 320 1.000
CASE 660 CARGA: wind at 210 to X axis
COMBIN 100 1.200
COMBIN 340 1.000
CASE 680 CARGA: wind at 240 to X axis
COMBIN 100 1.200
COMBIN 360 1.000
CASE 700 CARGA: wind at 270 to X axis
COMBIN 100 1.200
COMBIN 380 1.000
CASE 720 CARGA: wind at 300 to X axis
COMBIN 100 1.200
COMBIN 400 1.000
CASE 740 CARGA: wind at 330 to X axis
COMBIN 100 1.200
COMBIN 420 1.000
CASE 760 CARGA: wind at 360 to X axis
COMBIN 100 1.200
COMBIN 440 1.000
END
ANCILLARIES
LARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area
$ ANTENAS Y MW EXISTENTES
MW1 XA 0.32 YA 0.43 ZA 11.50 LIB SH1PR-2 ANG -43 $ D = 0.6 M
MW2 XA 0.38 YA -0.01 ZA 14.00 LIB SH1PR-0 ANG -98 $ D = 0.3 M
MW3 XA -0.20 YA -0.31 ZA 14.80 LIB SH1PR-0 ANG -218 $ D = 0.3 M
MW4 XA 0.28 YA -0.23 ZA 16.00 LIB SH1PR-0 ANG -268 $ D = 0.3 M
MW5 XA 0.14 YA 0.46 ZA 16.50 LIB SH1PR-2 ANG -23 $ D = 0.6 M
MW6 XA -0.20 YA -0.29 ZA 17.00 LIB SH1PR-0 ANG -220 $ D = 0.3M
MW7 XA -0.24 YA -0.38 ZA 20.00 LIB SH1PR-2 ANG -218 $ D = 0.6M
MW8 XA -0.24 YA -0.19 ZA 22.43 LIB SH1PR-0 ANG -238 $ D = 0.3M
MW9 XA 0.22 YA 0.21 ZA 22.60 LIB SH1PR-0 ANG -53 $ D = 0.3M
MW10 XA 0.30 YA 0.28 ZA 24.80 LIB SH1PR-2 ANG -53 $ D = 0.6M
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 21 -
MW11 XA 0.64 YA -0.09 ZA 26.30 LIB SH1PR-4 ANG -88 $ D = 1.2M
MW12 XA -0.38 YA -0.02 ZA 29.00 LIB SH1PR-2 ANG -273 $ D = 0.6M
PLATAF1 XA 0 YA 0 ZA 30.50 LIB DELTA ANG -30 FACT 3.22
SECTOR-1A XA -1.69 YA -0.18 ZA 31.00 LIB A0142-2 ANG -23 $ L = 1.3M
SECTOR-1B XA -0.59 YA 1.70 ZA 31.00 LIB A0142-2 ANG -108 $ L = 1.3M
SECTOR-1C XA 0.61 YA 1.93 ZA 32.50 LIB A0142-1 ANG -103 $ L = 2.6M
SECTOR-1D XA 1.74 YA -0.24 ZA 32.50 LIB A0142-1 ANG -328 $ L = 2.6M
SECTOR-1E XA 1.05 YA -1.26 ZA 31.00 LIB A0142-2 ANG -328 $ L = 1.3M
SECTOR-1F XA -1.03 YA -1.17 ZA 32.50 LIB A0142-1 ANG -58 $ L = 2.6M
MW-1A XA 0.75 YA 1.25 ZA 30.00 LIB SH1PR-0 ANG -8 $ D = 0.3M
MW-1B XA 1.25 YA 0.50 ZA 30.50 LIB SH1PR-2 ANG -8 $ D = 0.6M
MW-1C XA -0.28 YA -2.10 ZA 30.50 LIB SH1PR-4 ANG 7 $ D = 1.2M
PLATAF2 XA 0 YA 0 ZA 21.3 LIB PLATF4 ANG 0 FACT 1.8
MW-2A XA -0.16 YA -1.19 ZA 22.10 LIB SH1PR-2 ANG -188 $ D = 0.6M
MW-2B XA -1.76 YA 0.56 ZA 21.50 LIB SH1PR-2 ANG -88 $ D = 0.6M
MW-2C XA 0 YA 1.66 ZA 22.00 LIB SH1PR-4 ANG -88 $ D = 1.2M
LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area
LADDER XB 0 YB -0.35 ZB 0 XT 0 YT -0.20 ZT 30 LIB H-LADDER FACT 1 ANG 0
FDR-GRP1 XB -0.35 YB 0.075 ZB 0 XT -0.20 YT 0.075 ZT 30 LIB FDR20
FACT 3 ANG -90
FDR-GRP2 XB -0.35 YB -.025 ZB 0 XT -0.20 YT -.025 ZT 30 LIB FDR20
FACT 3 ANG -90
FDR-GRP3 XB -0.35 YB .025 ZB 0 XT -0.20 YT 0.025 ZT 30 LIB FDR20
FACT 3 ANG -90
FDR-GRP4 XB -0.35 YB -0.075 ZB 0 XT -0.20 YT -0.075 ZT 30 LIB FDR20
FACT 3 ANG -90
END
END
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 22 -
12. RESULTADOS DE LA MODELACION Y VERIFICACION DE
ELEMENTOS EXISTENTES PARA UNA VELOCIDAD DE
SUPERVIVENCIA DE 120KMH / REACCIONES EN LA BASE
MSTOWER V6 Member checking to EIA-222-F (090414
Job: MONOPOLO-30M-120KPH
Date: 14-FEB-12 23:06:14
MONOPOLO 30.00M
VERIFICACION A 120 KPH
-- L O A D C A S E S --
Case Y/N Title
100 N WEIGHT OF TOWER PLUS ANCILLARIES
200 N WIND AT 0 TO X AXIS
220 N WIND AT 30 TO X AXIS
240 N WIND AT 60 TO X AXIS
260 N WIND AT 90 TO X AXIS
280 N WIND AT 120 TO X AXIS
300 N WIND AT 150 TO X AXIS
320 N WIND AT 180 TO X AXIS
340 N WIND AT 210 TO X AXIS
360 N WIND AT 240 TO X AXIS
380 N WIND AT 270 TO X AXIS
400 N WIND AT 300 TO X AXIS
420 N WIND AT 330 TO X AXIS
440 N WIND AT 360 TO X AXIS
500 Y MAX. TOWER WEIGHT
520 Y CARGA: WIND AT 0 TO X AXIS
540 Y CARGA: WIND AT 30 TO X AXIS
560 Y CARGA: WIND AT 60 TO X AXIS
580 Y CARGA: WIND AT 90 TO X AXIS
600 Y CARGA: WIND AT 120 TO X AXIS
620 Y CARGA: WIND AT 150 TO X AXIS
640 Y CARGA: WIND AT 180 TO X AXIS
660 Y CARGA: WIND AT 210 TO X AXIS
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 23 -
680 Y CARGA: WIND AT 240 TO X AXIS
700 Y CARGA: WIND AT 270 TO X AXIS
720 Y CARGA: WIND AT 300 TO X AXIS
740 Y CARGA: WIND AT 330 TO X AXIS
760 Y CARGA: WIND AT 360 TO X AXIS
Y = Cases to be checked
N = Not Used
Report Units:
Dims., lengths, areas ... mm, mm2
Forces ..................... kN
Moments, Torques ........... kNm
Stresses ..............N/mm2 (MPa)
Cantilevered pole
Computed capacities assume pole is predominantly subject to bending.
Allowable stresses to EIA-222-F. Overstress factor for WL: 1.330
Symbols:
fy = yield stress
P = Axial force in member, c=compression
M = Moment, x=about X axis, y=about Y axis, r=resultant
f = Axial stress in member
F = Allowable stress, a=axial, b=bending, t=torsion, 0=not considered
* = Stress ratio, f/F > 1.0
NB: The design approach of EIA-222-F is based on working stress methods.
Shaft Members - Cross-section: 12 sided polygon
Memb Ht D t fy LC P Mx My Mr T fa fb Fa
Fb Ft ratio
1 32.89 100.0 2.5 250.0 760 0 0 0 0 0 0.0 0.1 199.5
199.5 0 0.000
101 32.78 100.0 2.5 250.0 760 0 0 0 0 0 0.0 0.3 199.5
199.5 0 0.001
201 32.68 100.0 2.5 250.0 760 0 0 0 0 0 0.0 0.6 199.5
199.5 0 0.003
301 32.57 100.0 2.5 250.0 760 0 0 0 0 0 0.0 1.0 199.5
199.5 0 0.005
401 32.46 100.0 2.5 250.0 540 0 0 0 0 0 0.0 1.6 199.5
199.5 0 0.008
501 32.36 100.0 2.5 250.0 660 0 0 0 0 0 0.0 21.2 199.5
199.5 0 0.106
601 32.25 100.0 2.5 250.0 660 0 0 1 1 0 0.0 32.1 199.5
199.5 0 0.161
701 32.14 100.0 2.5 250.0 660 0 0 1 1 0 0.1 43.1 199.5
199.5 0 0.216
801 32.03 100.0 2.5 250.0 660 0 1 1 1 0 0.1 54.3 199.5
199.5 0 0.273
901 31.93 100.0 2.5 250.0 660 0 1 1 1 0 0.1 65.6 199.5
199.5 0 0.329
1001 31.82 100.0 2.5 250.0 660 0 1 1 1 0 0.1 77.0 199.5
199.5 0 0.386
1101 31.71 100.0 2.5 250.0 660 0 1 1 2 0 0.1 88.6 199.5
199.5 0 0.444
1201 31.61 100.0 2.5 250.0 660 0 1 2 2 0 0.1 100.2 199.5
199.5 0 0.503
1301 31.50 100.0 2.5 250.0 660 0 1 2 2 0 0.1 112.0 199.5
199.5 0 0.562
1401 31.39 100.0 2.5 250.0 660 0 1 2 2 0 0.1 123.9 199.5
199.5 0 0.622
1501 31.29 100.0 2.5 250.0 660 0 1 2 3 0 0.1 135.9 199.5
199.5 0 0.682
1601 31.18 100.0 2.5 250.0 660 0 1 2 3 0 0.1 148.1 199.5
199.5 0 0.743
1701 31.07 100.0 2.5 250.0 660 0 1 3 3 0 0.1 160.4 199.5
199.5 0 0.805
1801 30.96 100.0 2.5 250.0 660 0 2 3 3 0 0.2 172.8 199.5
199.5 0 0.867
1901 30.86 100.0 2.5 250.0 660 0 2 3 3 0 0.2 185.3 199.5
199.5 0 0.930
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 24 -
2001 30.75 266.7 6.3 250.0 700 0 4 0 4 0 0.0 12.1 199.5
199.5 0 0.061
2101 30.64 266.7 6.3 250.0 700 0 4 0 4 0 0.0 13.3 199.5
199.5 0 0.067
2201 30.54 266.7 6.3 250.0 700 0 5 0 5 0 0.1 14.6 199.5
199.5 0 0.074
2301 30.43 266.7 6.3 250.0 580 3 7 0 7 1 0.7 22.2 199.5
199.5 0 0.115
2401 30.32 266.7 6.3 250.0 580 4 8 0 8 1 0.7 25.4 199.5
199.5 0 0.130
2501 30.21 266.7 6.3 250.0 580 4 10 0 10 1 0.7 28.5 199.5
199.5 0 0.146
2601 30.11 266.7 6.3 250.0 580 4 11 0 11 1 0.7 31.7 199.5
199.5 0 0.162
2701 30.00 266.7 6.3 250.0 580 4 12 0 12 1 0.7 34.9 199.5
199.5 0 0.178
2801 29.80 266.7 6.3 250.0 600 4 12 7 14 3 0.7 40.6 199.5
199.5 0 0.207
2901 29.60 266.7 6.3 250.0 540 4 8 14 16 4 0.7 47.3 199.5
199.5 0 0.241
3001 29.40 266.7 6.3 250.0 540 4 9 16 18 4 0.8 54.2 199.5
199.5 0 0.276
3101 29.20 266.7 6.3 250.0 540 4 10 18 20 4 0.8 61.3 199.5
199.5 0 0.311
3201 29.00 266.7 6.3 250.0 540 4 11 20 23 4 0.8 68.4 199.5
199.5 0 0.347
3301 28.80 266.7 6.3 250.0 540 5 12 22 25 4 0.9 76.0 199.5
199.5 0 0.386
3401 28.60 266.7 6.3 250.0 540 5 13 25 28 4 1.0 83.5 199.5
199.5 0 0.423
3501 28.40 266.7 6.3 250.0 540 5 14 27 30 4 1.0 91.0 199.5
199.5 0 0.461
3601 28.20 266.7 6.3 250.0 540 5 15 29 33 4 1.0 98.6 199.5
199.5 0 0.499
3701 28.00 266.7 6.3 250.0 540 6 16 31 36 4 1.1 106.2 199.5
199.5 0 0.538
3801 27.80 266.7 6.3 250.0 760 6 1 38 38 4 1.1 114.0 199.5
199.5 0 0.577
3901 27.60 266.7 6.3 250.0 760 6 1 41 41 4 1.1 121.9 199.5
199.5 0 0.617
4001 27.40 266.7 6.3 250.0 760 6 1 43 43 4 1.2 129.9 199.5
199.5 0 0.657
4101 27.20 266.7 6.3 250.0 760 7 1 46 46 4 1.2 137.9 199.5
199.5 0 0.698
4201 27.00 266.7 6.3 250.0 760 7 1 49 49 4 1.3 146.0 199.5
199.5 0 0.738
4301 26.80 266.7 6.3 250.0 760 7 1 52 52 4 1.3 154.2 199.5
199.5 0 0.779
4401 26.60 266.7 6.3 250.0 760 7 1 54 54 5 1.3 162.4 199.5
199.5 0 0.821
4501 26.40 266.7 6.3 250.0 760 7 1 57 57 5 1.4 170.7 199.5
199.5 0 0.863
4601 26.20 266.7 6.3 250.0 760 8 1 60 60 5 1.4 179.0 199.5
199.5 0 0.905
4701 26.00 266.7 6.3 250.0 760 9 1 62 62 5 1.6 186.7 199.5
199.5 0 0.944
4801 25.80 266.7 6.3 250.0 760 9 1 65 65 5 1.7 195.9 199.5
199.5 0 0.990
4901 25.60 266.7 6.3 250.0 760 9 1 69 69 5 1.7 205.1 199.5
199.5 0 1.036 *
5001 25.40 266.7 6.3 250.0 760 9 1 72 72 5 1.7 214.3 199.5
199.5 0 1.083 *
5101 25.20 266.7 6.3 250.0 760 9 1 75 75 5 1.8 223.6 199.5
199.5 0 1.130 *
5201 25.00 266.7 6.3 250.0 760 10 1 78 78 5 1.8 233.0 199.5
199.5 0 1.177 *
5301 24.80 266.7 6.3 250.0 760 10 1 81 81 5 1.9 242.4 199.5
199.5 0 1.224 *
5401 24.60 266.7 6.3 250.0 760 10 1 84 84 5 1.9 251.9 199.5
199.5 0 1.272 *
5501 24.40 266.7 6.3 250.0 760 11 1 87 87 5 2.0 261.7 199.5
199.5 0 1.322 *
5601 24.20 266.7 6.3 250.0 760 11 1 91 91 5 2.0 271.5 199.5
199.5 0 1.371 *
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 25 -
5701 24.00 266.7 6.3 250.0 540 11 45 82 94 5 2.1 281.4 199.5
199.5 0 1.421 *
5801 23.70 371.5 7.9 250.0 540 11 48 87 99 5 1.2 121.3 199.5
199.5 0 0.614
5901 23.40 371.5 7.9 250.0 540 12 51 91 104 5 1.3 127.6 199.5
199.5 0 0.646
6001 23.10 371.5 7.9 250.0 540 12 53 95 109 5 1.3 133.9 199.5
199.5 0 0.678
6101 22.80 371.5 7.9 250.0 540 13 56 100 115 5 1.4 140.3 199.5
199.5 0 0.710
6201 22.50 371.5 7.9 250.0 540 13 59 104 120 5 1.4 146.8 199.5
199.5 0 0.743
6301 22.20 371.5 7.9 250.0 540 14 62 109 125 5 1.5 153.3 199.5
199.5 0 0.776
6401 21.90 371.5 7.9 250.0 540 14 65 114 131 6 1.5 160.3 199.5
199.5 0 0.811
6501 21.60 371.5 7.9 250.0 540 15 67 119 136 5 1.7 166.9 199.5
199.5 0 0.845
6601 21.30 371.5 7.9 250.0 540 16 70 124 143 4 1.7 174.8 199.5
199.5 0 0.885
6701 21.00 371.5 7.9 250.0 540 18 74 130 150 4 2.0 183.4 199.5
199.5 0 0.929
6801 20.70 371.5 7.9 250.0 540 19 78 136 157 4 2.0 192.1 199.5
199.5 0 0.973
6901 20.40 371.5 7.9 250.0 540 19 82 142 164 4 2.1 200.9 199.5
199.5 0 1.017 *
7001 20.10 371.5 7.9 250.0 540 20 86 148 171 4 2.1 209.7 199.5
199.5 0 1.062 *
7101 19.80 371.5 7.9 250.0 540 20 91 154 179 4 2.2 218.8 199.5
199.5 0 1.108 *
7201 19.50 371.5 7.9 250.0 540 21 95 160 186 4 2.2 228.0 199.5
199.5 0 1.154 *
7301 19.20 371.5 7.9 250.0 540 21 99 167 194 4 2.3 237.1 199.5
199.5 0 1.200 *
7401 18.90 371.5 7.9 250.0 540 22 103 173 201 4 2.3 246.3 199.5
199.5 0 1.247 *
7501 18.60 371.5 7.9 250.0 540 22 107 179 209 4 2.4 255.6 199.5
199.5 0 1.293 *
7601 18.30 371.5 7.9 250.0 540 23 112 185 216 4 2.4 264.9 199.5
199.5 0 1.340 *
7701 18.00 371.5 7.9 250.0 540 23 116 192 224 4 2.5 274.3 199.5
199.5 0 1.388 *
7801 17.60 476.2 9.5 250.0 540 24 122 200 234 4 1.7 144.9 199.5
199.5 0 0.735
7901 17.20 476.2 9.5 250.0 540 24 127 209 245 4 1.7 151.4 199.5
199.5 0 0.767
8001 16.80 476.2 9.5 250.0 540 25 133 218 255 4 1.8 157.9 199.5
199.5 0 0.800
8101 16.40 476.2 9.5 250.0 540 26 139 227 266 4 1.8 164.4 199.5
199.5 0 0.833
8201 16.00 476.2 9.5 250.0 540 27 145 236 277 4 1.9 171.2 199.5
199.5 0 0.868
8301 15.60 476.2 9.5 250.0 540 28 151 245 288 4 2.0 178.0 199.5
199.5 0 0.902
8401 15.20 476.2 9.5 250.0 540 29 157 254 299 4 2.0 184.9 199.5
199.5 0 0.937
8501 14.80 476.2 9.5 250.0 540 30 164 264 310 4 2.1 191.9 199.5
199.5 0 0.972
8601 14.40 476.2 9.5 250.0 540 30 170 273 322 4 2.1 198.9 199.5
199.5 0 1.008 *
8701 14.00 476.2 9.5 250.0 540 31 176 283 333 4 2.2 206.0 199.5
199.5 0 1.043 *
8801 13.60 476.2 9.5 250.0 540 32 183 292 345 4 2.2 213.1 199.5
199.5 0 1.079 *
8901 13.20 476.2 9.5 250.0 540 33 189 302 356 4 2.3 220.3 199.5
199.5 0 1.116 *
9001 12.80 476.2 9.5 250.0 540 34 195 312 368 4 2.4 227.5 199.5
199.5 0 1.152 *
9101 12.40 476.2 9.5 250.0 540 34 202 322 380 4 2.4 234.8 199.5
199.5 0 1.189 *
9201 12.00 476.2 9.5 250.0 540 35 208 331 392 4 2.5 242.2 199.5
199.5 0 1.226 *
9301 11.50 628.1 9.5 250.0 540 36 217 344 407 4 1.9 142.4 199.5
199.5 0 0.723
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 26 -
9401 11.00 628.1 9.5 250.0 540 38 225 357 422 4 2.0 147.8 199.5
199.5 0 0.751
9501 10.50 628.1 9.5 250.0 540 39 234 370 437 4 2.0 153.2 199.5
199.5 0 0.778
9601 10.00 628.1 9.5 250.0 540 40 242 383 453 4 2.1 158.8 199.5
199.5 0 0.806
9701 9.50 628.1 9.5 250.0 540 41 251 396 469 4 2.2 164.4 199.5
199.5 0 0.835
9801 9.00 628.1 9.5 250.0 540 42 260 410 485 4 2.2 170.0 199.5
199.5 0 0.863
9901 8.50 628.1 9.5 250.0 540 43 269 424 502 4 2.3 175.7 199.5
199.5 0 0.892
10001 8.00 628.1 9.5 250.0 540 45 278 437 518 4 2.4 181.5 199.5
199.5 0 0.922
10101 7.50 628.1 9.5 250.0 540 46 287 451 535 4 2.4 187.3 199.5
199.5 0 0.951
10201 7.00 628.1 9.5 250.0 560 47 470 288 552 2 2.5 193.3 199.5
199.5 0 0.981
10301 6.50 628.1 9.5 250.0 560 48 485 297 569 2 2.5 199.3 199.5
199.5 0 1.012 *
10401 6.00 628.1 9.5 250.0 560 49 500 306 586 2 2.6 205.3 199.5
199.5 0 1.042 *
10501 5.40 639.9 12.7 250.0 560 51 518 317 607 2 2.0 155.9 199.5
199.5 0 0.791
10601 4.80 639.9 12.7 250.0 560 53 536 328 628 2 2.1 161.3 199.5
199.5 0 0.819
10701 4.20 639.9 12.7 250.0 560 54 554 339 650 2 2.1 166.8 199.5
199.5 0 0.847
10801 3.60 639.9 12.7 250.0 560 56 573 350 671 2 2.2 172.4 199.5
199.5 0 0.875
10901 3.00 639.9 12.7 250.0 560 58 592 361 693 2 2.3 178.0 199.5
199.5 0 0.904
11001 2.40 639.9 12.7 250.0 560 60 611 372 715 2 2.3 183.7 199.5
199.5 0 0.932
11101 1.80 639.9 12.7 250.0 560 62 630 384 738 2 2.4 189.4 199.5
199.5 0 0.962
11201 1.20 639.9 12.7 250.0 560 63 649 395 760 2 2.5 195.2 199.5
199.5 0 0.991
11301 0.60 639.9 12.7 250.0 560 65 669 407 783 2 2.5 201.1 199.5
199.5 0 1.021 *
11401 0.00 639.9 12.7 250.0 560 67 689 419 806 2 2.6 207.0 199.5
199.5 0 1.051 *
* fails code check.
Mass Summary
Sect Size fy L (m) M (kg)
1 PG1.100X0 Y 250 0.11 0.66
2 PG2.100X0 Y 250 0.11 0.66
3 PG3.100X0 Y 250 0.11 0.66
4 PG4.100X0 Y 250 0.11 0.66
5 PG5.100X0 Y 250 0.11 0.66
6 PG6.100X0 Y 250 0.11 0.66
7 PG7.100X0 Y 250 0.11 0.66
8 PG8.100X0 Y 250 0.11 0.66
9 PG9.100X0 Y 250 0.11 0.66
10 PG10.100X0 Y 250 0.11 0.66
11 PG11.100X0 Y 250 0.11 0.66
12 PG12.100X0 Y 250 0.11 0.66
13 PG13.100X0 Y 250 0.11 0.66
14 PG14.100X0 Y 250 0.11 0.66
15 PG15.100X0 Y 250 0.11 0.66
16 PG16.100X0 Y 250 0.11 0.66
17 PG17.100X0 Y 250 0.11 0.66
18 PG18.100X0 Y 250 0.11 0.66
19 PG19.100X0 Y 250 0.11 0.66
20 PG20.100X0 Y 250 0.11 0.66
21 PG21.100X0 Y 250 0.11 4.47
22 PG22.100X0 Y 250 0.11 4.47
23 PG23.100X0 Y 250 0.11 4.47
24 PG24.100X0 Y 250 0.11 4.47
25 PG25.100X0 Y 250 0.11 4.47
26 PG26.100X0 Y 250 0.11 4.47
27 PG27.100X0 Y 250 0.11 4.47
28 PG28.100X0 Y 250 0.11 4.47
29 PG29.266X1 Y 250 0.20 8.35
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 27 -
30 PG30.266X1 Y 250 0.20 8.35
31 PG31.266X1 Y 250 0.20 8.35
32 PG32.266X1 Y 250 0.20 8.35
33 PG33.266X1 Y 250 0.20 8.35
34 PG34.266X1 Y 250 0.20 8.35
35 PG35.266X1 Y 250 0.20 8.35
36 PG36.266X1 Y 250 0.20 8.35
37 PG37.266X1 Y 250 0.20 8.35
38 PG38.266X1 Y 250 0.20 8.35
39 PG39.266X1 Y 250 0.20 8.35
40 PG40.266X1 Y 250 0.20 8.35
41 PG41.266X1 Y 250 0.20 8.35
42 PG42.266X1 Y 250 0.20 8.35
43 PG43.266X1 Y 250 0.20 8.35
44 PG44.266X1 Y 250 0.20 8.35
45 PG45.266X1 Y 250 0.20 8.35
46 PG46.266X1 Y 250 0.20 8.35
47 PG47.266X1 Y 250 0.20 8.35
48 PG48.266X1 Y 250 0.20 8.35
49 PG49.266X1 Y 250 0.20 8.35
50 PG50.266X1 Y 250 0.20 8.35
51 PG51.266X1 Y 250 0.20 8.35
52 PG52.266X1 Y 250 0.20 8.35
53 PG53.266X1 Y 250 0.20 8.35
54 PG54.266X1 Y 250 0.20 8.35
55 PG55.266X1 Y 250 0.20 8.35
56 PG56.266X1 Y 250 0.20 8.35
57 PG57.266X1 Y 250 0.20 8.35
58 PG58.266X1 Y 250 0.20 8.35
59 PG59.371X2 Y 250 0.30 21.85
60 PG60.371X2 Y 250 0.30 21.85
61 PG61.371X2 Y 250 0.30 21.85
62 PG62.371X2 Y 250 0.30 21.85
63 PG63.371X2 Y 250 0.30 21.85
64 PG64.371X2 Y 250 0.30 21.85
65 PG65.371X2 Y 250 0.30 21.85
66 PG66.371X2 Y 250 0.30 21.85
67 PG67.371X2 Y 250 0.30 21.85
68 PG68.371X2 Y 250 0.30 21.85
69 PG69.371X2 Y 250 0.30 21.85
70 PG70.371X2 Y 250 0.30 21.85
71 PG71.371X2 Y 250 0.30 21.85
72 PG72.371X2 Y 250 0.30 21.85
73 PG73.371X2 Y 250 0.30 21.85
74 PG74.371X2 Y 250 0.30 21.85
75 PG75.371X2 Y 250 0.30 21.85
76 PG76.371X2 Y 250 0.30 21.85
77 PG77.371X2 Y 250 0.30 21.85
78 PG78.371X2 Y 250 0.30 21.85
79 PG79.476X3 Y 250 0.40 44.88
80 PG80.476X3 Y 250 0.40 44.88
81 PG81.476X3 Y 250 0.40 44.88
82 PG82.476X3 Y 250 0.40 44.88
83 PG83.476X3 Y 250 0.40 44.88
84 PG84.476X3 Y 250 0.40 44.88
85 PG85.476X3 Y 250 0.40 44.88
86 PG86.476X3 Y 250 0.40 44.88
87 PG87.476X3 Y 250 0.40 44.88
88 PG88.476X3 Y 250 0.40 44.88
89 PG89.476X3 Y 250 0.40 44.88
90 PG90.476X3 Y 250 0.40 44.88
91 PG91.476X3 Y 250 0.40 44.88
92 PG92.476X3 Y 250 0.40 44.88
93 PG93.476X3 Y 250 0.40 44.88
94 PG94.628X4 Y 250 0.50 74.36
95 PG95.628X4 Y 250 0.50 74.36
96 PG96.628X4 Y 250 0.50 74.36
97 PG97.628X4 Y 250 0.50 74.36
98 PG98.628X4 Y 250 0.50 74.36
99 PG99.628X4 Y 250 0.50 74.36
100 PG100.628X4 Y 250 0.50 74.36
101 PG101.628X4 Y 250 0.50 74.36
102 PG102.628X4 Y 250 0.50 74.36
103 PG103.628X4 Y 250 0.50 74.36
104 PG104.628X4 Y 250 0.50 74.36
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 28 -
105 PG105.628X4 Y 250 0.50 74.36
106 PG106.640X5 Y 250 0.60 120.63
107 PG107.640X5 Y 250 0.60 120.63
108 PG108.640X5 Y 250 0.60 120.63
109 PG109.640X5 Y 250 0.60 120.63
110 PG110.640X5 Y 250 0.60 120.63
111 PG111.640X5 Y 250 0.60 120.63
112 PG112.640X5 Y 250 0.60 120.63
113 PG113.640X5 Y 250 0.60 120.63
114 PG114.640X5 Y 250 0.60 120.63
115 PG115.640X5 Y 250 0.60 120.63
116 DUMMY Y 250 62.50 6.16
--------
3514.35
Mstower V6 Reactions (060619)
MONOPOLO 30.00M
VERIFICACION A 120 KPH
-- L O A D C A S E S --
Case Y/N Title
100 N WEIGHT OF TOWER PLUS ANCILLARIES
200 N WIND AT 0 TO X AXIS
220 N WIND AT 30 TO X AXIS
240 N WIND AT 60 TO X AXIS
260 N WIND AT 90 TO X AXIS
280 N WIND AT 120 TO X AXIS
300 N WIND AT 150 TO X AXIS
320 N WIND AT 180 TO X AXIS
340 N WIND AT 210 TO X AXIS
360 N WIND AT 240 TO X AXIS
380 N WIND AT 270 TO X AXIS
400 N WIND AT 300 TO X AXIS
420 N WIND AT 330 TO X AXIS
440 N WIND AT 360 TO X AXIS
500 Y MAX. TOWER WEIGHT
520 Y CARGA: WIND AT 0 TO X AXIS
540 Y CARGA: WIND AT 30 TO X AXIS
560 Y CARGA: WIND AT 60 TO X AXIS
580 Y CARGA: WIND AT 90 TO X AXIS
600 Y CARGA: WIND AT 120 TO X AXIS
620 Y CARGA: WIND AT 150 TO X AXIS
640 Y CARGA: WIND AT 180 TO X AXIS
660 Y CARGA: WIND AT 210 TO X AXIS
680 Y CARGA: WIND AT 240 TO X AXIS
700 Y CARGA: WIND AT 270 TO X AXIS
720 Y CARGA: WIND AT 300 TO X AXIS
740 Y CARGA: WIND AT 330 TO X AXIS
760 Y CARGA: WIND AT 360 TO X AXIS
Y = Cases to be checked
N = Not Used
Centroid of supports: 0.000 0.000 0.000
SUPPORT REACTIONS (Applied to tower)
Case Node FX FY FZ MX MY MZ
500 11402 0.000 0.000 67.781 -1.567 5.519 0.000
Resultant 0.000 0.000 67.781 -1.567 5.519 0.000 at centroid
520 11402 37.131 0.534 67.749 -9.861 785.374 2.927
Resultant 37.131 0.534 67.749 -9.861 785.374 2.927 at centroid
540 11402 32.008 20.523 67.747 -432.281 677.527 3.570
Resultant 32.008 20.523 67.747 -432.281 677.527 3.570 at centroid
560 11402 19.512 33.064 67.747 -688.744 418.736 2.451
Resultant 19.512 33.064 67.747 -688.744 418.736 2.451 at centroid
580 11402 0.742 38.048 67.748 -796.997 15.849 -0.659
Resultant 0.742 38.048 67.748 -796.997 15.849 -0.659 at centroid
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 29 -
600 11402 -17.908 32.865 67.749 -688.443 -372.343 -2.164
Resultant -17.908 32.865 67.749 -688.443 -372.343 -2.164 at centroid
620 11402 -30.978 19.217 67.751 -407.615 -638.738 -2.554
Resultant -30.978 19.217 67.751 -407.615 -638.738 -2.554 at centroid
640 11402 -36.477 -1.145 67.751 22.144 -754.578 -2.147
Resultant -36.477 -1.145 67.751 22.144 -754.578 -2.147 at centroid
660 11402 -31.466 -19.495 67.750 404.596 -649.947 -2.605
Resultant -31.466 -19.495 67.750 404.596 -649.947 -2.605 at centroid
680 11402 -18.840 -32.197 67.749 667.654 -389.348 -2.037
Resultant -18.840 -32.197 67.749 667.654 -389.348 -2.037 at centroid
700 11402 -0.844 -36.955 67.750 767.827 -10.484 0.304
Resultant -0.844 -36.955 67.750 767.827 -10.484 0.304 at centroid
720 11402 18.271 -31.936 67.750 662.303 396.450 3.301
Resultant 18.271 -31.936 67.750 662.303 396.450 3.301 at centroid
740 11402 31.808 -18.678 67.749 393.651 674.250 3.295
Resultant 31.808 -18.678 67.749 393.651 674.250 3.295 at centroid
760 11402 37.131 0.534 67.749 -9.861 785.374 2.927
Resultant 37.131 0.534 67.749 -9.861 785.374 2.927 at centroid
SUPPORT REACTIONS (Along Leg)
Case Memb Fx Fy Fz Mx My Mz
500 11401 -67.781 0.000 0.000 0.000 -1.567 -5.519
520 11401 -67.749 37.131 -0.534 -2.927 -9.861 -785.374
540 11401 -67.747 32.008 -20.523 -3.570 -432.281 -677.527
560 11401 -67.747 19.512 -33.064 -2.451 -688.744 -418.736
580 11401 -67.748 0.742 -38.048 0.659 -796.997 -15.849
600 11401 -67.749 -17.908 -32.865 2.164 -688.443 372.343
620 11401 -67.751 -30.978 -19.217 2.554 -407.615 638.738
640 11401 -67.751 -36.477 1.145 2.147 22.144 754.578
660 11401 -67.750 -31.466 19.495 2.605 404.596 649.947
680 11401 -67.749 -18.840 32.197 2.037 667.654 389.348
700 11401 -67.750 -0.844 36.955 -0.304 767.827 10.484
720 11401 -67.750 18.271 31.936 -3.301 662.303 -396.450
740 11401 -67.749 31.808 18.678 -3.295 393.651 -674.250
760 11401 -67.749 37.131 -0.534 -2.927 -9.861 -785.374
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 30 -
13. DEFORMACIONES DE LA ESTRUCTURA EXISTENTE PARA
UNA VELOCIDAD OPERACIONAL DE 90KMH.
-- I N P U T / A N A L Y S I S R E P O R T --
Job: MONOPOLO-30M-90KPH
Title: MONOPOLO 30.00M
VERIFICACION A 90 KPH
Type: Space frame
Date: 14-FEB-12
Time: 23:35:52
Nodes ............................. 464
Members ........................... 463
Spring supports ................... 0
Sections .......................... 116
Materials ......................... 1
Primary load cases ................ 14
Combination load cases ............ 14
Analysis: Non-linear elastic
Update node coordinates ........... Y
Small displacement theory ......... Y
Include axial force effects ....... Y
Include flexural shortening ....... N
Convergence criterion: Residual
Convergence tolerance ......... 5.000E-04
NODE TABLE NOT PRINTED
MEMBER TABLE NOT PRINTED
SECTION PROPERTY TABLE NOT PRINTED
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 31 -
MATERIAL TABLE NOT PRINTED
-- N O D E D I S P L A C E M E N T S --
CASE 760: CARGA: WIND AT 360 TO X AXIS
Node X-Disp Y-Disp Z-Disp X-Rotn Y-Rotn Z-Rotn
m m m rad rad rad
1 -1.0417 -0.0154 -0.0246 0.00135 -0.07168 -0.00118
2 -1.0341 -0.0152 -0.0244 0.00135 -0.07168 -0.00118
3 -1.0417 -0.0154 -0.0211 0.00135 -0.07168 -0.00118
4 -1.0417 -0.0153 -0.0264 0.00135 -0.07168 -0.00118
5 -1.0418 -0.0153 -0.0265 0.00135 -0.07168 -0.00118
102 -1.0264 -0.0151 -0.0241 0.00135 -0.07168 -0.00118
103 -1.0341 -0.0153 -0.0208 0.00135 -0.07168 -0.00118
104 -1.0340 -0.0152 -0.0261 0.00135 -0.07168 -0.00118
105 -1.0341 -0.0152 -0.0262 0.00135 -0.07168 -0.00118
202 -1.0187 -0.0149 -0.0238 0.00135 -0.07167 -0.00118
203 -1.0264 -0.0151 -0.0205 0.00135 -0.07168 -0.00118
204 -1.0263 -0.0150 -0.0258 0.00135 -0.07168 -0.00118
205 -1.0264 -0.0150 -0.0259 0.00135 -0.07168 -0.00118
302 -1.0110 -0.0148 -0.0235 0.00135 -0.07167 -0.00118
303 -1.0187 -0.0150 -0.0202 0.00135 -0.07167 -0.00118
304 -1.0187 -0.0149 -0.0255 0.00135 -0.07167 -0.00118
305 -1.0188 -0.0149 -0.0257 0.00135 -0.07167 -0.00118
402 -1.0034 -0.0147 -0.0233 0.00135 -0.07166 -0.00118
403 -1.0110 -0.0149 -0.0200 0.00135 -0.07167 -0.00118
404 -1.0110 -0.0148 -0.0253 0.00135 -0.07167 -0.00118
405 -1.0111 -0.0148 -0.0254 0.00135 -0.07167 -0.00118
502 -0.9957 -0.0145 -0.0230 0.00137 -0.07165 -0.00130
503 -1.0034 -0.0147 -0.0197 0.00135 -0.07166 -0.00118
504 -1.0033 -0.0146 -0.0250 0.00135 -0.07166 -0.00118
505 -1.0034 -0.0146 -0.0251 0.00135 -0.07166 -0.00118
602 -0.9880 -0.0144 -0.0227 0.00139 -0.07158 -0.00141
603 -0.9957 -0.0146 -0.0194 0.00137 -0.07165 -0.00130
604 -0.9956 -0.0145 -0.0247 0.00137 -0.07165 -0.00130
605 -0.9957 -0.0145 -0.0248 0.00137 -0.07165 -0.00130
702 -0.9804 -0.0143 -0.0224 0.00142 -0.07145 -0.00153
703 -0.9880 -0.0145 -0.0191 0.00139 -0.07158 -0.00141
704 -0.9880 -0.0144 -0.0244 0.00139 -0.07158 -0.00141
705 -0.9881 -0.0144 -0.0246 0.00139 -0.07158 -0.00141
802 -0.9727 -0.0141 -0.0222 0.00144 -0.07126 -0.00164
803 -0.9804 -0.0143 -0.0189 0.00142 -0.07145 -0.00153
804 -0.9803 -0.0142 -0.0242 0.00142 -0.07145 -0.00153
805 -0.9804 -0.0142 -0.0243 0.00142 -0.07145 -0.00153
902 -0.9651 -0.0140 -0.0219 0.00146 -0.07099 -0.00176
903 -0.9727 -0.0142 -0.0186 0.00144 -0.07126 -0.00164
904 -0.9726 -0.0141 -0.0239 0.00144 -0.07126 -0.00164
905 -0.9728 -0.0141 -0.0240 0.00144 -0.07126 -0.00164
1002 -0.9575 -0.0138 -0.0216 0.00148 -0.07067 -0.00187
1003 -0.9651 -0.0141 -0.0183 0.00146 -0.07099 -0.00176
1004 -0.9650 -0.0139 -0.0236 0.00146 -0.07099 -0.00176
1005 -0.9652 -0.0139 -0.0237 0.00146 -0.07099 -0.00176
1102 -0.9500 -0.0137 -0.0214 0.00150 -0.07028 -0.00199
1103 -0.9575 -0.0139 -0.0181 0.00148 -0.07067 -0.00187
1104 -0.9574 -0.0138 -0.0233 0.00148 -0.07067 -0.00187
1105 -0.9576 -0.0138 -0.0235 0.00148 -0.07067 -0.00187
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 32 -
1202 -0.9425 -0.0135 -0.0211 0.00152 -0.06982 -0.00210
1203 -0.9500 -0.0138 -0.0178 0.00150 -0.07028 -0.00199
1204 -0.9499 -0.0136 -0.0231 0.00150 -0.07028 -0.00199
1205 -0.9500 -0.0136 -0.0232 0.00150 -0.07028 -0.00199
1302 -0.9350 -0.0134 -0.0208 0.00155 -0.06930 -0.00222
1303 -0.9425 -0.0136 -0.0176 0.00152 -0.06982 -0.00210
1304 -0.9424 -0.0135 -0.0228 0.00152 -0.06982 -0.00210
1305 -0.9425 -0.0135 -0.0229 0.00152 -0.06982 -0.00210
1402 -0.9276 -0.0132 -0.0206 0.00157 -0.06871 -0.00233
1403 -0.9350 -0.0135 -0.0174 0.00155 -0.06930 -0.00222
1404 -0.9349 -0.0133 -0.0225 0.00155 -0.06930 -0.00222
1405 -0.9351 -0.0133 -0.0226 0.00155 -0.06930 -0.00222
1502 -0.9203 -0.0131 -0.0203 0.00159 -0.06805 -0.00245
1503 -0.9276 -0.0134 -0.0171 0.00157 -0.06871 -0.00233
1504 -0.9275 -0.0132 -0.0222 0.00157 -0.06871 -0.00233
1505 -0.9277 -0.0132 -0.0224 0.00157 -0.06871 -0.00233
1602 -0.9130 -0.0129 -0.0201 0.00161 -0.06732 -0.00256
1603 -0.9203 -0.0132 -0.0169 0.00159 -0.06805 -0.00245
1604 -0.9202 -0.0130 -0.0220 0.00159 -0.06805 -0.00245
1605 -0.9204 -0.0130 -0.0221 0.00159 -0.06805 -0.00245
1702 -0.9059 -0.0128 -0.0198 0.00163 -0.06652 -0.00267
1703 -0.9130 -0.0131 -0.0167 0.00161 -0.06732 -0.00256
1704 -0.9129 -0.0129 -0.0217 0.00161 -0.06732 -0.00256
1705 -0.9131 -0.0129 -0.0218 0.00161 -0.06732 -0.00256
1802 -0.8988 -0.0126 -0.0196 0.00165 -0.06565 -0.00279
1803 -0.9059 -0.0129 -0.0165 0.00163 -0.06652 -0.00267
1804 -0.9058 -0.0127 -0.0214 0.00163 -0.06652 -0.00267
1805 -0.9060 -0.0127 -0.0216 0.00163 -0.06652 -0.00267
1902 -0.8918 -0.0125 -0.0194 0.00167 -0.06471 -0.00290
1903 -0.8988 -0.0128 -0.0163 0.00165 -0.06565 -0.00279
1904 -0.8987 -0.0126 -0.0212 0.00165 -0.06565 -0.00279
1905 -0.8989 -0.0126 -0.0213 0.00165 -0.06565 -0.00279
2002 -0.8849 -0.0123 -0.0192 0.00167 -0.06468 -0.00291
2003 -0.8918 -0.0129 -0.0104 0.00167 -0.06471 -0.00290
2004 -0.8915 -0.0123 -0.0237 0.00167 -0.06471 -0.00290
2005 -0.8922 -0.0123 -0.0241 0.00167 -0.06471 -0.00290
2102 -0.8780 -0.0122 -0.0189 0.00168 -0.06466 -0.00291
2103 -0.8849 -0.0127 -0.0102 0.00167 -0.06468 -0.00291
2104 -0.8845 -0.0121 -0.0234 0.00167 -0.06468 -0.00291
2105 -0.8852 -0.0121 -0.0238 0.00167 -0.06468 -0.00291
2202 -0.8710 -0.0120 -0.0187 0.00168 -0.06463 -0.00291
2203 -0.8780 -0.0126 -0.0100 0.00168 -0.06466 -0.00291
2204 -0.8776 -0.0119 -0.0232 0.00168 -0.06466 -0.00291
2205 -0.8783 -0.0119 -0.0236 0.00168 -0.06466 -0.00291
2302 -0.8641 -0.0118 -0.0185 0.00166 -0.06460 -0.00288
2303 -0.8710 -0.0124 -0.0098 0.00168 -0.06463 -0.00291
2304 -0.8707 -0.0118 -0.0230 0.00168 -0.06463 -0.00291
2305 -0.8714 -0.0118 -0.0234 0.00168 -0.06463 -0.00291
2402 -0.8572 -0.0117 -0.0183 0.00164 -0.06455 -0.00284
2403 -0.8641 -0.0122 -0.0095 0.00166 -0.06460 -0.00288
2404 -0.8638 -0.0116 -0.0228 0.00166 -0.06460 -0.00288
2405 -0.8645 -0.0116 -0.0231 0.00166 -0.06460 -0.00288
2502 -0.8503 -0.0115 -0.0180 0.00162 -0.06451 -0.00281
2503 -0.8572 -0.0121 -0.0093 0.00164 -0.06455 -0.00284
2504 -0.8569 -0.0115 -0.0225 0.00164 -0.06455 -0.00284
2505 -0.8575 -0.0115 -0.0229 0.00164 -0.06455 -0.00284
2602 -0.8434 -0.0114 -0.0178 0.00160 -0.06445 -0.00277
2603 -0.8503 -0.0119 -0.0091 0.00162 -0.06451 -0.00281
2604 -0.8499 -0.0113 -0.0223 0.00162 -0.06451 -0.00281
2605 -0.8506 -0.0113 -0.0227 0.00162 -0.06451 -0.00281
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 33 -
2702 -0.8365 -0.0112 -0.0176 0.00158 -0.06438 -0.00274
2703 -0.8434 -0.0118 -0.0089 0.00160 -0.06445 -0.00277
2704 -0.8430 -0.0112 -0.0221 0.00160 -0.06445 -0.00277
2705 -0.8437 -0.0112 -0.0225 0.00160 -0.06445 -0.00277
2802 -0.8236 -0.0109 -0.0172 0.00154 -0.06425 -0.00267
2803 -0.8365 -0.0116 -0.0087 0.00158 -0.06438 -0.00274
2804 -0.8361 -0.0110 -0.0219 0.00158 -0.06438 -0.00274
2805 -0.8368 -0.0110 -0.0222 0.00158 -0.06438 -0.00274
2902 -0.8108 -0.0107 -0.0168 0.00151 -0.06408 -0.00261
2903 -0.8236 -0.0113 -0.0083 0.00154 -0.06425 -0.00267
2904 -0.8233 -0.0108 -0.0214 0.00154 -0.06425 -0.00267
2905 -0.8239 -0.0108 -0.0218 0.00154 -0.06425 -0.00267
3002 -0.7980 -0.0104 -0.0163 0.00147 -0.06388 -0.00254
3003 -0.8108 -0.0110 -0.0079 0.00151 -0.06408 -0.00261
3004 -0.8105 -0.0105 -0.0210 0.00151 -0.06408 -0.00261
3005 -0.8111 -0.0105 -0.0214 0.00151 -0.06408 -0.00261
3102 -0.7852 -0.0101 -0.0159 0.00144 -0.06365 -0.00248
3103 -0.7980 -0.0108 -0.0075 0.00147 -0.06388 -0.00254
3104 -0.7977 -0.0102 -0.0206 0.00147 -0.06388 -0.00254
3105 -0.7983 -0.0102 -0.0209 0.00147 -0.06388 -0.00254
3202 -0.7725 -0.0099 -0.0155 0.00141 -0.06340 -0.00241
3203 -0.7852 -0.0105 -0.0071 0.00144 -0.06365 -0.00248
3204 -0.7849 -0.0100 -0.0202 0.00144 -0.06365 -0.00248
3205 -0.7855 -0.0100 -0.0205 0.00144 -0.06365 -0.00248
3302 -0.7599 -0.0096 -0.0151 0.00137 -0.06311 -0.00235
3303 -0.7725 -0.0102 -0.0068 0.00141 -0.06340 -0.00241
3304 -0.7722 -0.0097 -0.0198 0.00141 -0.06340 -0.00241
3305 -0.7728 -0.0097 -0.0201 0.00141 -0.06340 -0.00241
3402 -0.7473 -0.0094 -0.0147 0.00134 -0.06279 -0.00228
3403 -0.7599 -0.0100 -0.0064 0.00137 -0.06311 -0.00235
3404 -0.7596 -0.0095 -0.0193 0.00137 -0.06311 -0.00235
3405 -0.7602 -0.0095 -0.0197 0.00137 -0.06311 -0.00235
3502 -0.7348 -0.0092 -0.0143 0.00130 -0.06244 -0.00222
3503 -0.7473 -0.0097 -0.0060 0.00134 -0.06279 -0.00228
3504 -0.7470 -0.0092 -0.0189 0.00134 -0.06279 -0.00228
3505 -0.7476 -0.0092 -0.0192 0.00134 -0.06279 -0.00228
3602 -0.7223 -0.0089 -0.0140 0.00127 -0.06206 -0.00215
3603 -0.7348 -0.0095 -0.0057 0.00130 -0.06244 -0.00222
3604 -0.7345 -0.0090 -0.0185 0.00130 -0.06244 -0.00222
3605 -0.7350 -0.0090 -0.0188 0.00130 -0.06244 -0.00222
3702 -0.7099 -0.0087 -0.0136 0.00123 -0.06165 -0.00208
3703 -0.7223 -0.0092 -0.0054 0.00127 -0.06206 -0.00215
3704 -0.7220 -0.0088 -0.0181 0.00127 -0.06206 -0.00215
3705 -0.7226 -0.0088 -0.0184 0.00127 -0.06206 -0.00215
3802 -0.6976 -0.0085 -0.0132 0.00120 -0.06120 -0.00202
3803 -0.7099 -0.0090 -0.0050 0.00123 -0.06165 -0.00208
3804 -0.7097 -0.0086 -0.0177 0.00123 -0.06165 -0.00208
3805 -0.7102 -0.0086 -0.0180 0.00123 -0.06165 -0.00208
3902 -0.6855 -0.0083 -0.0128 0.00117 -0.06073 -0.00195
3903 -0.6976 -0.0088 -0.0047 0.00120 -0.06120 -0.00202
3904 -0.6974 -0.0084 -0.0173 0.00120 -0.06120 -0.00202
3905 -0.6979 -0.0084 -0.0176 0.00120 -0.06120 -0.00202
4002 -0.6734 -0.0081 -0.0124 0.00113 -0.06022 -0.00189
4003 -0.6855 -0.0086 -0.0044 0.00117 -0.06073 -0.00195
4004 -0.6852 -0.0082 -0.0169 0.00117 -0.06073 -0.00195
4005 -0.6857 -0.0082 -0.0172 0.00117 -0.06073 -0.00195
4102 -0.6614 -0.0079 -0.0121 0.00110 -0.05967 -0.00182
4103 -0.6734 -0.0083 -0.0041 0.00113 -0.06022 -0.00189
4104 -0.6731 -0.0079 -0.0165 0.00113 -0.06022 -0.00189
4105 -0.6736 -0.0079 -0.0167 0.00113 -0.06022 -0.00189
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 34 -
4202 -0.6495 -0.0077 -0.0117 0.00106 -0.05910 -0.00176
4203 -0.6614 -0.0081 -0.0038 0.00110 -0.05967 -0.00182
4204 -0.6611 -0.0078 -0.0161 0.00110 -0.05967 -0.00182
4205 -0.6616 -0.0078 -0.0163 0.00110 -0.05967 -0.00182
4302 -0.6377 -0.0075 -0.0114 0.00103 -0.05849 -0.00169
4303 -0.6495 -0.0079 -0.0036 0.00106 -0.05910 -0.00176
4304 -0.6493 -0.0076 -0.0157 0.00106 -0.05910 -0.00176
4305 -0.6497 -0.0076 -0.0159 0.00106 -0.05910 -0.00176
4402 -0.6261 -0.0073 -0.0110 0.00099 -0.05785 -0.00162
4403 -0.6377 -0.0077 -0.0033 0.00103 -0.05849 -0.00169
4404 -0.6375 -0.0074 -0.0153 0.00103 -0.05849 -0.00169
4405 -0.6379 -0.0074 -0.0156 0.00103 -0.05849 -0.00169
4502 -0.6146 -0.0071 -0.0107 0.00096 -0.05718 -0.00156
4503 -0.6261 -0.0075 -0.0030 0.00099 -0.05785 -0.00162
4504 -0.6259 -0.0072 -0.0149 0.00099 -0.05785 -0.00162
4505 -0.6263 -0.0072 -0.0152 0.00099 -0.05785 -0.00162
4602 -0.6032 -0.0070 -0.0104 0.00092 -0.05647 -0.00149
4603 -0.6146 -0.0074 -0.0028 0.00096 -0.05718 -0.00156
4604 -0.6144 -0.0070 -0.0146 0.00096 -0.05718 -0.00156
4605 -0.6148 -0.0070 -0.0148 0.00096 -0.05718 -0.00156
4702 -0.5920 -0.0068 -0.0101 0.00089 -0.05573 -0.00142
4703 -0.6032 -0.0072 -0.0026 0.00092 -0.05647 -0.00149
4704 -0.6030 -0.0069 -0.0142 0.00092 -0.05647 -0.00149
4705 -0.6034 -0.0069 -0.0144 0.00092 -0.05647 -0.00149
4802 -0.5809 -0.0066 -0.0098 0.00085 -0.05496 -0.00136
4803 -0.5920 -0.0070 -0.0024 0.00089 -0.05573 -0.00142
4804 -0.5918 -0.0067 -0.0138 0.00089 -0.05573 -0.00142
4805 -0.5922 -0.0067 -0.0140 0.00089 -0.05573 -0.00142
4902 -0.5700 -0.0065 -0.0095 0.00082 -0.05416 -0.00129
4903 -0.5809 -0.0068 -0.0022 0.00085 -0.05496 -0.00136
4904 -0.5808 -0.0065 -0.0135 0.00085 -0.05496 -0.00136
4905 -0.5811 -0.0065 -0.0137 0.00085 -0.05496 -0.00136
5002 -0.5593 -0.0063 -0.0092 0.00078 -0.05331 -0.00122
5003 -0.5700 -0.0067 -0.0020 0.00082 -0.05416 -0.00129
5004 -0.5699 -0.0064 -0.0131 0.00082 -0.05416 -0.00129
5005 -0.5702 -0.0064 -0.0133 0.00082 -0.05416 -0.00129
5102 -0.5487 -0.0062 -0.0089 0.00075 -0.05243 -0.00116
5103 -0.5593 -0.0065 -0.0018 0.00078 -0.05331 -0.00122
5104 -0.5591 -0.0063 -0.0128 0.00078 -0.05331 -0.00122
5105 -0.5594 -0.0063 -0.0130 0.00078 -0.05331 -0.00122
5202 -0.5383 -0.0061 -0.0086 0.00071 -0.05151 -0.00109
5203 -0.5487 -0.0064 -0.0016 0.00075 -0.05243 -0.00116
5204 -0.5486 -0.0061 -0.0124 0.00075 -0.05243 -0.00116
5205 -0.5488 -0.0061 -0.0126 0.00075 -0.05243 -0.00116
5302 -0.5281 -0.0059 -0.0084 0.00068 -0.05055 -0.00102
5303 -0.5383 -0.0062 -0.0015 0.00071 -0.05151 -0.00109
5304 -0.5382 -0.0060 -0.0121 0.00071 -0.05151 -0.00109
5305 -0.5384 -0.0060 -0.0123 0.00071 -0.05151 -0.00109
5402 -0.5181 -0.0058 -0.0081 0.00064 -0.04955 -0.00096
5403 -0.5281 -0.0061 -0.0014 0.00068 -0.05055 -0.00102
5404 -0.5280 -0.0059 -0.0118 0.00068 -0.05055 -0.00102
5405 -0.5282 -0.0059 -0.0119 0.00068 -0.05055 -0.00102
5502 -0.5083 -0.0057 -0.0079 0.00061 -0.04851 -0.00089
5503 -0.5181 -0.0060 -0.0012 0.00064 -0.04955 -0.00096
5504 -0.5180 -0.0058 -0.0115 0.00064 -0.04955 -0.00096
5505 -0.5182 -0.0058 -0.0116 0.00064 -0.04955 -0.00096
5602 -0.4987 -0.0056 -0.0076 0.00058 -0.04744 -0.00083
5603 -0.5083 -0.0058 -0.0011 0.00061 -0.04851 -0.00089
5604 -0.5082 -0.0056 -0.0111 0.00061 -0.04851 -0.00089
5605 -0.5084 -0.0056 -0.0113 0.00061 -0.04851 -0.00089
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 35 -
5702 -0.4893 -0.0055 -0.0074 0.00054 -0.04632 -0.00076
5703 -0.4987 -0.0057 -0.0011 0.00058 -0.04744 -0.00083
5704 -0.4986 -0.0055 -0.0108 0.00058 -0.04744 -0.00083
5705 -0.4988 -0.0055 -0.0110 0.00058 -0.04744 -0.00083
5802 -0.4755 -0.0053 -0.0071 0.00053 -0.04581 -0.00073
5803 -0.4893 -0.0056 0.0012 0.00054 -0.04632 -0.00076
5804 -0.4892 -0.0054 -0.0116 0.00054 -0.04632 -0.00076
5805 -0.4894 -0.0054 -0.0118 0.00054 -0.04632 -0.00076
5902 -0.4618 -0.0052 -0.0068 0.00051 -0.04527 -0.00070
5903 -0.4755 -0.0055 0.0014 0.00053 -0.04581 -0.00073
5904 -0.4754 -0.0053 -0.0113 0.00053 -0.04581 -0.00073
5905 -0.4756 -0.0053 -0.0114 0.00053 -0.04581 -0.00073
6002 -0.4483 -0.0051 -0.0065 0.00049 -0.04470 -0.00067
6003 -0.4618 -0.0053 0.0016 0.00051 -0.04527 -0.00070
6004 -0.4617 -0.0051 -0.0109 0.00051 -0.04527 -0.00070
6005 -0.4619 -0.0051 -0.0111 0.00051 -0.04527 -0.00070
6102 -0.4350 -0.0049 -0.0062 0.00048 -0.04410 -0.00064
6103 -0.4483 -0.0052 0.0018 0.00049 -0.04470 -0.00067
6104 -0.4482 -0.0050 -0.0105 0.00049 -0.04470 -0.00067
6105 -0.4484 -0.0050 -0.0107 0.00049 -0.04470 -0.00067
6202 -0.4219 -0.0048 -0.0059 0.00046 -0.04348 -0.00061
6203 -0.4350 -0.0050 0.0020 0.00048 -0.04410 -0.00064
6204 -0.4349 -0.0049 -0.0102 0.00048 -0.04410 -0.00064
6205 -0.4351 -0.0049 -0.0103 0.00048 -0.04410 -0.00064
6302 -0.4089 -0.0047 -0.0056 0.00044 -0.04283 -0.00058
6303 -0.4219 -0.0049 0.0022 0.00046 -0.04348 -0.00061
6304 -0.4218 -0.0047 -0.0098 0.00046 -0.04348 -0.00061
6305 -0.4220 -0.0047 -0.0100 0.00046 -0.04348 -0.00061
6402 -0.3962 -0.0045 -0.0053 0.00042 -0.04215 -0.00055
6403 -0.4089 -0.0048 0.0024 0.00044 -0.04283 -0.00058
6404 -0.4088 -0.0046 -0.0095 0.00044 -0.04283 -0.00058
6405 -0.4090 -0.0046 -0.0096 0.00044 -0.04283 -0.00058
6502 -0.3836 -0.0044 -0.0051 0.00042 -0.04143 -0.00053
6503 -0.3962 -0.0046 0.0025 0.00042 -0.04215 -0.00055
6504 -0.3961 -0.0045 -0.0092 0.00042 -0.04215 -0.00055
6505 -0.3963 -0.0045 -0.0093 0.00042 -0.04215 -0.00055
6602 -0.3713 -0.0043 -0.0048 0.00041 -0.04069 -0.00051
6603 -0.3836 -0.0045 0.0026 0.00042 -0.04143 -0.00053
6604 -0.3836 -0.0044 -0.0088 0.00042 -0.04143 -0.00053
6605 -0.3837 -0.0044 -0.0090 0.00042 -0.04143 -0.00053
6702 -0.3592 -0.0042 -0.0046 0.00041 -0.03991 -0.00049
6703 -0.3713 -0.0044 0.0028 0.00041 -0.04069 -0.00051
6704 -0.3712 -0.0042 -0.0085 0.00041 -0.04069 -0.00051
6705 -0.3714 -0.0042 -0.0086 0.00041 -0.04069 -0.00051
6802 -0.3474 -0.0041 -0.0043 0.00040 -0.03909 -0.00047
6803 -0.3592 -0.0043 0.0029 0.00041 -0.03991 -0.00049
6804 -0.3592 -0.0041 -0.0082 0.00041 -0.03991 -0.00049
6805 -0.3593 -0.0041 -0.0083 0.00041 -0.03991 -0.00049
6902 -0.3358 -0.0039 -0.0041 0.00040 -0.03823 -0.00045
6903 -0.3474 -0.0041 0.0029 0.00040 -0.03909 -0.00047
6904 -0.3473 -0.0040 -0.0079 0.00040 -0.03909 -0.00047
6905 -0.3475 -0.0040 -0.0080 0.00040 -0.03909 -0.00047
7002 -0.3245 -0.0038 -0.0039 0.00039 -0.03734 -0.00042
7003 -0.3358 -0.0040 0.0030 0.00040 -0.03823 -0.00045
7004 -0.3357 -0.0039 -0.0076 0.00040 -0.03823 -0.00045
7005 -0.3359 -0.0039 -0.0077 0.00040 -0.03823 -0.00045
7102 -0.3134 -0.0037 -0.0037 0.00038 -0.03641 -0.00040
7103 -0.3245 -0.0039 0.0031 0.00039 -0.03734 -0.00042
7104 -0.3244 -0.0038 -0.0073 0.00039 -0.03734 -0.00042
7105 -0.3245 -0.0038 -0.0074 0.00039 -0.03734 -0.00042
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 36 -
7202 -0.3026 -0.0036 -0.0035 0.00038 -0.03544 -0.00038
7203 -0.3134 -0.0038 0.0031 0.00038 -0.03641 -0.00040
7204 -0.3133 -0.0037 -0.0070 0.00038 -0.03641 -0.00040
7205 -0.3135 -0.0037 -0.0071 0.00038 -0.03641 -0.00040
7302 -0.2921 -0.0035 -0.0033 0.00037 -0.03444 -0.00036
7303 -0.3026 -0.0037 0.0031 0.00038 -0.03544 -0.00038
7304 -0.3025 -0.0036 -0.0067 0.00038 -0.03544 -0.00038
7305 -0.3027 -0.0036 -0.0068 0.00038 -0.03544 -0.00038
7402 -0.2820 -0.0034 -0.0031 0.00036 -0.03339 -0.00034
7403 -0.2921 -0.0036 0.0031 0.00037 -0.03444 -0.00036
7404 -0.2921 -0.0035 -0.0064 0.00037 -0.03444 -0.00036
7405 -0.2922 -0.0035 -0.0065 0.00037 -0.03444 -0.00036
7502 -0.2721 -0.0033 -0.0029 0.00035 -0.03231 -0.00032
7503 -0.2820 -0.0035 0.0031 0.00036 -0.03339 -0.00034
7504 -0.2819 -0.0034 -0.0061 0.00036 -0.03339 -0.00034
7505 -0.2820 -0.0034 -0.0063 0.00036 -0.03339 -0.00034
7602 -0.2626 -0.0032 -0.0028 0.00034 -0.03118 -0.00030
7603 -0.2721 -0.0034 0.0031 0.00035 -0.03231 -0.00032
7604 -0.2720 -0.0033 -0.0059 0.00035 -0.03231 -0.00032
7605 -0.2721 -0.0033 -0.0060 0.00035 -0.03231 -0.00032
7702 -0.2534 -0.0031 -0.0026 0.00034 -0.03002 -0.00027
7703 -0.2626 -0.0032 0.0030 0.00034 -0.03118 -0.00030
7704 -0.2625 -0.0032 -0.0056 0.00034 -0.03118 -0.00030
7705 -0.2626 -0.0032 -0.0057 0.00034 -0.03118 -0.00030
7802 -0.2415 -0.0030 -0.0025 0.00033 -0.02938 -0.00026
7803 -0.2534 -0.0032 0.0045 0.00034 -0.03002 -0.00027
7804 -0.2533 -0.0031 -0.0061 0.00034 -0.03002 -0.00027
7805 -0.2534 -0.0031 -0.0063 0.00034 -0.03002 -0.00027
7902 -0.2299 -0.0028 -0.0023 0.00032 -0.02872 -0.00025
7903 -0.2415 -0.0030 0.0045 0.00033 -0.02938 -0.00026
7904 -0.2415 -0.0029 -0.0059 0.00033 -0.02938 -0.00026
7905 -0.2416 -0.0029 -0.0060 0.00033 -0.02938 -0.00026
8002 -0.2185 -0.0027 -0.0021 0.00032 -0.02803 -0.00024
8003 -0.2299 -0.0029 0.0046 0.00032 -0.02872 -0.00025
8004 -0.2298 -0.0028 -0.0056 0.00032 -0.02872 -0.00025
8005 -0.2299 -0.0028 -0.0058 0.00032 -0.02872 -0.00025
8102 -0.2075 -0.0026 -0.0020 0.00031 -0.02730 -0.00023
8103 -0.2185 -0.0028 0.0046 0.00032 -0.02803 -0.00024
8104 -0.2185 -0.0027 -0.0054 0.00032 -0.02803 -0.00024
8105 -0.2186 -0.0027 -0.0055 0.00032 -0.02803 -0.00024
8202 -0.1967 -0.0025 -0.0018 0.00031 -0.02655 -0.00022
8203 -0.2075 -0.0026 0.0045 0.00031 -0.02730 -0.00023
8204 -0.2074 -0.0026 -0.0052 0.00031 -0.02730 -0.00023
8205 -0.2075 -0.0026 -0.0053 0.00031 -0.02730 -0.00023
8302 -0.1862 -0.0023 -0.0017 0.00030 -0.02577 -0.00021
8303 -0.1967 -0.0025 0.0045 0.00031 -0.02655 -0.00022
8304 -0.1967 -0.0024 -0.0049 0.00031 -0.02655 -0.00022
8305 -0.1967 -0.0024 -0.0050 0.00031 -0.02655 -0.00022
8402 -0.1761 -0.0022 -0.0015 0.00029 -0.02496 -0.00020
8403 -0.1862 -0.0024 0.0045 0.00030 -0.02577 -0.00021
8404 -0.1862 -0.0023 -0.0047 0.00030 -0.02577 -0.00021
8405 -0.1863 -0.0023 -0.0048 0.00030 -0.02577 -0.00021
8502 -0.1663 -0.0021 -0.0014 0.00028 -0.02412 -0.00019
8503 -0.1761 -0.0023 0.0044 0.00029 -0.02496 -0.00020
8504 -0.1760 -0.0022 -0.0045 0.00029 -0.02496 -0.00020
8505 -0.1761 -0.0022 -0.0046 0.00029 -0.02496 -0.00020
8602 -0.1568 -0.0020 -0.0013 0.00028 -0.02325 -0.00018
8603 -0.1663 -0.0022 0.0043 0.00028 -0.02412 -0.00019
8604 -0.1662 -0.0021 -0.0042 0.00028 -0.02412 -0.00019
8605 -0.1663 -0.0021 -0.0043 0.00028 -0.02412 -0.00019
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 37 -
8702 -0.1477 -0.0019 -0.0012 0.00027 -0.02235 -0.00017
8703 -0.1568 -0.0020 0.0042 0.00028 -0.02325 -0.00018
8704 -0.1568 -0.0020 -0.0040 0.00028 -0.02325 -0.00018
8705 -0.1568 -0.0020 -0.0041 0.00028 -0.02325 -0.00018
8802 -0.1389 -0.0018 -0.0011 0.00026 -0.02142 -0.00016
8803 -0.1477 -0.0019 0.0041 0.00027 -0.02235 -0.00017
8804 -0.1476 -0.0019 -0.0038 0.00027 -0.02235 -0.00017
8805 -0.1477 -0.0019 -0.0039 0.00027 -0.02235 -0.00017
8902 -0.1305 -0.0017 -0.0010 0.00025 -0.02045 -0.00014
8903 -0.1389 -0.0018 0.0040 0.00026 -0.02142 -0.00016
8904 -0.1389 -0.0018 -0.0036 0.00026 -0.02142 -0.00016
8905 -0.1389 -0.0018 -0.0037 0.00026 -0.02142 -0.00016
9002 -0.1226 -0.0016 -0.0009 0.00024 -0.01946 -0.00013
9003 -0.1305 -0.0017 0.0039 0.00025 -0.02045 -0.00014
9004 -0.1305 -0.0017 -0.0034 0.00025 -0.02045 -0.00014
9005 -0.1306 -0.0017 -0.0035 0.00025 -0.02045 -0.00014
9102 -0.1150 -0.0015 -0.0008 0.00023 -0.01843 -0.00012
9103 -0.1226 -0.0016 0.0037 0.00024 -0.01946 -0.00013
9104 -0.1225 -0.0016 -0.0032 0.00024 -0.01946 -0.00013
9105 -0.1226 -0.0016 -0.0033 0.00024 -0.01946 -0.00013
9202 -0.1078 -0.0014 -0.0008 0.00022 -0.01737 -0.00011
9203 -0.1150 -0.0015 0.0035 0.00023 -0.01843 -0.00012
9204 -0.1150 -0.0015 -0.0030 0.00023 -0.01843 -0.00012
9205 -0.1150 -0.0015 -0.0031 0.00023 -0.01843 -0.00012
9302 -0.0993 -0.0013 -0.0007 0.00021 -0.01678 -0.00011
9303 -0.1078 -0.0014 0.0047 0.00022 -0.01737 -0.00011
9304 -0.1078 -0.0014 -0.0034 0.00022 -0.01737 -0.00011
9305 -0.1079 -0.0014 -0.0036 0.00022 -0.01737 -0.00011
9402 -0.0910 -0.0012 -0.0006 0.00021 -0.01617 -0.00010
9403 -0.0993 -0.0013 0.0046 0.00021 -0.01678 -0.00011
9404 -0.0993 -0.0013 -0.0033 0.00021 -0.01678 -0.00011
9405 -0.0993 -0.0013 -0.0034 0.00021 -0.01678 -0.00011
9502 -0.0831 -0.0011 -0.0006 0.00020 -0.01553 -0.00010
9503 -0.0910 -0.0012 0.0045 0.00021 -0.01617 -0.00010
9504 -0.0910 -0.0012 -0.0031 0.00021 -0.01617 -0.00010
9505 -0.0911 -0.0012 -0.0032 0.00021 -0.01617 -0.00010
9602 -0.0755 -0.0010 -0.0005 0.00019 -0.01488 -0.00009
9603 -0.0831 -0.0011 0.0043 0.00020 -0.01553 -0.00010
9604 -0.0831 -0.0011 -0.0029 0.00020 -0.01553 -0.00010
9605 -0.0831 -0.0011 -0.0030 0.00020 -0.01553 -0.00010
9702 -0.0682 -0.0009 -0.0004 0.00018 -0.01420 -0.00009
9703 -0.0755 -0.0010 0.0042 0.00019 -0.01488 -0.00009
9704 -0.0755 -0.0010 -0.0028 0.00019 -0.01488 -0.00009
9705 -0.0755 -0.0010 -0.0029 0.00019 -0.01488 -0.00009
9802 -0.0613 -0.0008 -0.0004 0.00018 -0.01350 -0.00008
9803 -0.0682 -0.0009 0.0040 0.00018 -0.01420 -0.00009
9804 -0.0682 -0.0009 -0.0026 0.00018 -0.01420 -0.00009
9805 -0.0683 -0.0009 -0.0027 0.00018 -0.01420 -0.00009
9902 -0.0548 -0.0007 -0.0003 0.00017 -0.01277 -0.00007
9903 -0.0613 -0.0008 0.0039 0.00018 -0.01350 -0.00008
9904 -0.0613 -0.0008 -0.0024 0.00018 -0.01350 -0.00008
9905 -0.0613 -0.0008 -0.0025 0.00018 -0.01350 -0.00008
10002 -0.0486 -0.0007 -0.0003 0.00016 -0.01202 -0.00007
10003 -0.0548 -0.0008 0.0037 0.00017 -0.01277 -0.00007
10004 -0.0547 -0.0007 -0.0023 0.00017 -0.01277 -0.00007
10005 -0.0548 -0.0007 -0.0024 0.00017 -0.01277 -0.00007
10102 -0.0427 -0.0006 -0.0002 0.00015 -0.01125 -0.00006
10103 -0.0486 -0.0007 0.0035 0.00016 -0.01202 -0.00007
10104 -0.0485 -0.0006 -0.0021 0.00016 -0.01202 -0.00007
10105 -0.0486 -0.0006 -0.0022 0.00016 -0.01202 -0.00007
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 38 -
10202 -0.0373 -0.0005 -0.0002 0.00014 -0.01045 -0.00006
10203 -0.0427 -0.0006 0.0033 0.00015 -0.01125 -0.00006
10204 -0.0427 -0.0006 -0.0020 0.00015 -0.01125 -0.00006
10205 -0.0428 -0.0006 -0.0021 0.00015 -0.01125 -0.00006
10302 -0.0323 -0.0004 -0.0002 0.00013 -0.00962 -0.00005
10303 -0.0373 -0.0005 0.0031 0.00014 -0.01045 -0.00006
10304 -0.0373 -0.0005 -0.0018 0.00014 -0.01045 -0.00006
10305 -0.0373 -0.0005 -0.0019 0.00014 -0.01045 -0.00006
10402 -0.0277 -0.0004 -0.0002 0.00012 -0.00878 -0.00005
10403 -0.0323 -0.0005 0.0028 0.00013 -0.00962 -0.00005
10404 -0.0323 -0.0004 -0.0017 0.00013 -0.00962 -0.00005
10405 -0.0323 -0.0004 -0.0017 0.00013 -0.00962 -0.00005
10502 -0.0227 -0.0003 -0.0001 0.00011 -0.00802 -0.00004
10503 -0.0277 -0.0004 0.0027 0.00012 -0.00878 -0.00005
10504 -0.0277 -0.0004 -0.0015 0.00012 -0.00878 -0.00005
10505 -0.0277 -0.0004 -0.0016 0.00012 -0.00878 -0.00005
10602 -0.0181 -0.0002 -0.0001 0.00010 -0.00724 -0.00004
10603 -0.0227 -0.0003 0.0024 0.00011 -0.00802 -0.00004
10604 -0.0226 -0.0003 -0.0014 0.00011 -0.00802 -0.00004
10605 -0.0227 -0.0003 -0.0014 0.00011 -0.00802 -0.00004
10702 -0.0140 -0.0002 -0.0001 0.00009 -0.00643 -0.00003
10703 -0.0181 -0.0003 0.0022 0.00010 -0.00724 -0.00004
10704 -0.0181 -0.0002 -0.0012 0.00010 -0.00724 -0.00004
10705 -0.0181 -0.0002 -0.0013 0.00010 -0.00724 -0.00004
10802 -0.0104 -0.0001 -0.0001 0.00008 -0.00559 -0.00003
10803 -0.0140 -0.0002 0.0020 0.00009 -0.00643 -0.00003
10804 -0.0140 -0.0002 -0.0011 0.00009 -0.00643 -0.00003
10805 -0.0140 -0.0002 -0.0011 0.00009 -0.00643 -0.00003
10902 -0.0073 -0.0001 0.0000 0.00007 -0.00473 -0.00002
10903 -0.0104 -0.0002 0.0017 0.00008 -0.00559 -0.00003
10904 -0.0104 -0.0001 -0.0009 0.00008 -0.00559 -0.00003
10905 -0.0104 -0.0001 -0.0010 0.00008 -0.00559 -0.00003
11002 -0.0047 -0.0001 0.0000 0.00005 -0.00384 -0.00002
11003 -0.0073 -0.0001 0.0015 0.00007 -0.00473 -0.00002
11004 -0.0073 -0.0001 -0.0008 0.00007 -0.00473 -0.00002
11005 -0.0073 -0.0001 -0.0008 0.00007 -0.00473 -0.00002
11102 -0.0027 0.0000 0.0000 0.00004 -0.00292 -0.00001
11103 -0.0047 -0.0001 0.0012 0.00005 -0.00384 -0.00002
11104 -0.0047 -0.0001 -0.0006 0.00005 -0.00384 -0.00002
11105 -0.0047 -0.0001 -0.0007 0.00005 -0.00384 -0.00002
11202 -0.0012 0.0000 0.0000 0.00003 -0.00198 -0.00001
11203 -0.0027 0.0000 0.0009 0.00004 -0.00292 -0.00001
11204 -0.0027 0.0000 -0.0005 0.00004 -0.00292 -0.00001
11205 -0.0027 0.0000 -0.0005 0.00004 -0.00292 -0.00001
11302 -0.0003 0.0000 0.0000 0.00001 -0.00100 0.00000
11303 -0.0012 0.0000 0.0006 0.00003 -0.00198 -0.00001
11304 -0.0012 0.0000 -0.0003 0.00003 -0.00198 -0.00001
11305 -0.0012 0.0000 -0.0003 0.00003 -0.00198 -0.00001
11402 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000
11403 -0.0003 0.0000 0.0003 0.00001 -0.00100 0.00000
11404 -0.0003 0.0000 -0.0002 0.00001 -0.00100 0.00000
11405 -0.0003 0.0000 -0.0002 0.00001 -0.00100 0.00000
11503 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000
11504 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000
11505 0.0000 0.0000 0.0000 0.00000 0.00000 0.00000
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 39 -
14. CONCLUSION
Para la evaluación estructural de la EBC DOS CRUCES se utilizaron los resultados del
análisis del Monopolo existente de 30.00m, determinados a partir de la modelación de
ésta en el programa de análisis estructural Ms Tower v 6.0.
Como conclusión de esta memoria se tienen los siguientes resultados;
1. La estructura existente verificada en esta evaluación NO SOPORTA las cargas de
diseño (velocidad de viento de supervivencia de 120Kmh) mencionadas según las
normas descritas de AMERICA MOVIL.
2. La estructura presenta deformaciones máximas MAYORES comparada con las
deflexiones admisibles de 0.75º, con respecto a la torsión máxima es MENOR a
0.30º solicitado por AMERICA MOVIL medidas en la cúspide de la estructura para
una velocidad de viento de 90Kmh (Velocidad de operación).
Deflexión: 0.8919m equivalente a 1.703°
Torsión: 0.1834°
3. Las Máximas reacciones (en KN y KN-m) que el monopolo transmite al terreno son
las siguientes:
Nudo Fx Fy Fz Mx My Mz
580 11402 0.742 38.048 67.748 -796.997 15.849 -0.659
4. El monopolo existente requiere de reforzamiento.
„
CADEXE INGS. | Jr. Líneas de Nazca Mz. D'2 Lt.3 Urb. Portada del Sol - La Molina - Lima 12 Teléfono: 7748 573 - 40 -
15. REGISTRO FOTOGRAFICO
Foto 1. Vista de antenas MW y RF existentes.