MEMORIA DE CÁLCULO MONOPOLO 30.M DOS CRUCES EXISTENTE

„

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

„


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.

„


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”





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.”

„


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.

„


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.

„


VISTA EN ELEVACION DE

MONOPOLO EXISTENTE

„


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.

„


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.



- 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


PANEL 3 HT 0.1071 TW 0.10


PANEL 4 HT 0.1071 TW 0.10


PANEL 5 HT 0.1071 TW 0.10


PANEL 6 HT 0.1071 TW 0.10


PANEL 7 HT 0.1071 TW 0.10


PANEL 8 HT 0.1071 TW 0.10


PANEL 9 HT 0.1071 TW 0.10


PANEL 10 HT 0.1071 TW 0.10


PANEL 11 HT 0.1071 TW 0.10


PANEL 12 HT 0.1071 TW 0.10


PANEL 13 HT 0.1071 TW 0.10


PANEL 14 HT 0.1071 TW 0.10

„



PANEL 15 HT 0.1071 TW 0.10


PANEL 16 HT 0.1071 TW 0.10


PANEL 17 HT 0.1071 TW 0.10


PANEL 18 HT 0.1071 TW 0.10


PANEL 19 HT 0.1071 TW 0.10


PANEL 20 HT 0.1071 TW 0.10


PANEL 21 HT 0.1071 TW 0.2767


PANEL 22 HT 0.1071 TW 0.2767


PANEL 23 HT 0.1071 TW 0.2767


PANEL 24 HT 0.1071 TW 0.2767


PANEL 25 HT 0.1071 TW 0.2767


PANEL 26 HT 0.1071 TW 0.2767


PANEL 27 HT 0.1071 TW 0.2767


PANEL 28 HT 0.1071 TW 0.2767


PANEL 29 HT 0.20 TW 0.2767


PANEL 30 HT 0.20 TW 0.2767


PANEL 31 HT 0.20 TW 0.2767


PANEL 32 HT 0.20 TW 0.2767


PANEL 33 HT 0.20 TW 0.2767


PANEL 34 HT 0.20 TW 0.2767


PANEL 35 HT 0.20 TW 0.2767


PANEL 36 HT 0.20 TW 0.2767


PANEL 37 HT 0.20 TW 0.2767


PANEL 38 HT 0.20 TW 0.2767


PANEL 39 HT 0.20 TW 0.2767


PANEL 40 HT 0.20 TW 0.2767


PANEL 41 HT 0.20 TW 0.2767


PANEL 42 HT 0.20 TW 0.2767


PANEL 43 HT 0.20 TW 0.2767


PANEL 44 HT 0.20 TW 0.2767

„



PANEL 45 HT 0.20 TW 0.2767


PANEL 46 HT 0.20 TW 0.2767


PANEL 47 HT 0.20 TW 0.2767


PANEL 48 HT 0.20 TW 0.2767


PANEL 49 HT 0.20 TW 0.2767


PANEL 50 HT 0.20 TW 0.2767


PANEL 51 HT 0.20 TW 0.2767


PANEL 52 HT 0.20 TW 0.2767


PANEL 53 HT 0.20 TW 0.2767


PANEL 54 HT 0.20 TW 0.2767


PANEL 55 HT 0.20 TW 0.2767


PANEL 56 HT 0.20 TW 0.2767


PANEL 57 HT 0.20 TW 0.2767


PANEL 58 HT 0.20 TW 0.2767


PANEL 59 HT 0.3000 TW 0.3715


PANEL 60 HT 0.3000 TW 0.3715


PANEL 61 HT 0.3000 TW 0.3715


PANEL 62 HT 0.3000 TW 0.3715


PANEL 63 HT 0.3000 TW 0.3715


PANEL 64 HT 0.3000 TW 0.3715


PANEL 65 HT 0.3000 TW 0.3715


PANEL 66 HT 0.3000 TW 0.3715


PANEL 67 HT 0.3000 TW 0.3715


PANEL 68 HT 0.3000 TW 0.3715


PANEL 69 HT 0.3000 TW 0.3715


PANEL 70 HT 0.3000 TW 0.3715


PANEL 71 HT 0.3000 TW 0.3715


PANEL 72 HT 0.3000 TW 0.3715


PANEL 73 HT 0.3000 TW 0.3715


PANEL 74 HT 0.3000 TW 0.3715

„



PANEL 75 HT 0.3000 TW 0.3715


PANEL 76 HT 0.3000 TW 0.3715


PANEL 77 HT 0.3000 TW 0.3715


PANEL 78 HT 0.3000 TW 0.3715


PANEL 79 HT 0.4000 TW 0.4762


PANEL 80 HT 0.4000 TW 0.4762


PANEL 81 HT 0.4000 TW 0.4762


PANEL 82 HT 0.4000 TW 0.4762


PANEL 83 HT 0.4000 TW 0.4762


PANEL 84 HT 0.4000 TW 0.4762


PANEL 85 HT 0.4000 TW 0.4762


PANEL 86 HT 0.4000 TW 0.4762


PANEL 87 HT 0.4000 TW 0.4762


PANEL 88 HT 0.4000 TW 0.4762


PANEL 89 HT 0.4000 TW 0.4762


PANEL 90 HT 0.4000 TW 0.4762


PANEL 91 HT 0.4000 TW 0.4762


PANEL 92 HT 0.4000 TW 0.4762


PANEL 93 HT 0.4000 TW 0.4762


PANEL 94 HT 0.5000 TW 0.6281


PANEL 95 HT 0.5000 TW 0.6281


PANEL 96 HT 0.5000 TW 0.6281


PANEL 97 HT 0.5000 TW 0.6281


PANEL 98 HT 0.5000 TW 0.6281


PANEL 99 HT 0.5000 TW 0.6281


PANEL 100 HT 0.5000 TW 0.6281


PANEL 101 HT 0.5000 TW 0.6281


PANEL 102 HT 0.5000 TW 0.6281


PANEL 103 HT 0.5000 TW 0.6281


„


PANEL 104 HT 0.5000 TW 0.6281


PANEL 105 HT 0.5000 TW 0.6281


PANEL 106 HT 0.6000 TW 0.6399


PANEL 107 HT 0.6000 TW 0.6399


PANEL 108 HT 0.6000 TW 0.6399


PANEL 109 HT 0.6000 TW 0.6399


PANEL 110 HT 0.6000 TW 0.6399


PANEL 111 HT 0.6000 TW 0.6399


PANEL 112 HT 0.6000 TW 0.6399


PANEL 113 HT 0.6000 TW 0.6399


PANEL 114 HT 0.6000 TW 0.6399


PANEL 115 HT 0.6000 TW 0.6399


PANEL 116 HT 0.0000 TW 0.6399


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

„


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

„


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

„


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.









10.‐ Velocidad aplicada con azimuth de 270º.




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


WL ANGLX 30.0 NOICE


WL ANGLX 60.0 NOICE

„



WL ANGLX 90.0 NOICE


WL ANGLX 120.0 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


COMBIN 100 1.200

COMBIN 220 1.000


COMBIN 100 1.200

COMBIN 240 1.000


COMBIN 100 1.200

COMBIN 260 1.000


COMBIN 100 1.200

COMBIN 280 1.000


COMBIN 100 1.200

COMBIN 300 1.000

„



COMBIN 100 1.200

COMBIN 320 1.000


COMBIN 100 1.200

COMBIN 340 1.000


COMBIN 100 1.200

COMBIN 360 1.000


COMBIN 100 1.200

COMBIN 380 1.000


COMBIN 100 1.200

COMBIN 400 1.000


COMBIN 100 1.200

COMBIN 420 1.000


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



MW6 XA -0.20 YA -0.29 ZA 17.00 LIB SH1PR-0 ANG -220 $ D = 0.3M



MW9 XA 0.22 YA 0.21 ZA 22.60 LIB SH1PR-0 ANG -53 $ D = 0.3M


MW11 XA 0.64 YA -0.09 ZA 26.30 LIB SH1PR-4 ANG -88 $ D = 1.2M


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

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:














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

„


END

LOADS

CASE 100 Weight of tower plus ancillaries

DL

$ TODO - any additional NDLDs go here


WL ANGLX 0.0 NOICE


WL ANGLX 30.0 NOICE


WL ANGLX 60.0 NOICE


WL ANGLX 90.0 NOICE



















CASE 500 Max. tower weight

COMBIN 100 1.200


COMBIN 100 1.200

COMBIN 200 1.000


COMBIN 100 1.200

COMBIN 220 1.000


COMBIN 100 1.200

COMBIN 240 1.000

„



COMBIN 100 1.200

COMBIN 260 1.000


COMBIN 100 1.200

COMBIN 280 1.000


COMBIN 100 1.200

COMBIN 300 1.000


COMBIN 100 1.200

COMBIN 320 1.000


COMBIN 100 1.200

COMBIN 340 1.000


COMBIN 100 1.200

COMBIN 360 1.000


COMBIN 100 1.200

COMBIN 380 1.000


COMBIN 100 1.200

COMBIN 400 1.000


COMBIN 100 1.200

COMBIN 420 1.000


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



MW3 XA -0.20 YA -0.31 ZA 14.80 LIB SH1PR-0 ANG -218 $ D = 0.3 M








„


MW11 XA 0.64 YA -0.09 ZA 26.30 LIB SH1PR-4 ANG -88 $ D = 1.2M


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

„


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













500 Y MAX. TOWER WEIGHT

520 Y CARGA: WIND AT 0 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

„


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 *

„


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

„


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

„


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

„


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


-- L O A D C A S E S --

Case Y/N Title

100 N WEIGHT OF TOWER PLUS ANCILLARIES














500 Y MAX. TOWER WEIGHT














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


540 11402 32.008 20.523 67.747 -432.281 677.527 3.570


560 11402 19.512 33.064 67.747 -688.744 418.736 2.451


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

„


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


680 11402 -18.840 -32.197 67.749 667.654 -389.348 -2.037


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


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

„


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


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

„


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

„


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

„


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

„


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

„


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

„


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

„


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

„


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

„


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.

„


15. REGISTRO FOTOGRAFICO

Foto 1. Vista de antenas MW y RF existentes.

„


Foto 2. Vista superior del Monopolo.

Foto 3. Base.

MEMORIA DE CÁLCULO MONOPOLO 30.M DOS CRUCES EXISTENTE

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