MEMORIA DE C+üLCULO MONOPOLO 30M - EBC PACIFICO - 120KMH

MEMORIA DE CÁLCULO MONOPOLO EXISTENTE DE 30M (Carga Existente y Proyectada) V=120 kph

PROYECTO EBC PACIFICO PROYECTO REVISIÓN A

Memoria Cálculo Estructural Monopolo Existente 30m Para revisión y comentarios

03/02/13

INDICE 1. OBJETIVO 2. ALCANCES 3. DESCRIPCION DEL PROYECTO 4. NORMAS DE DISEÑO 5. MATERIALES 6. METODO DE ANALISIS 7. CARGAS DE EVALUACIÓN ESTRUCTURAL 8. DEFORMACIONES 9. COMBINACIONES DE CARGA 10. ESTRUCTURACIÓN DEL MONOPOLO EN EL MS TOWER 11. DATOS DE ENTRADA DE MODELACION DEL MONOPOLO. 12. INGRESO DE CARGA DE ANTENAS EN LA ESTRUCTURA EXISTENTE. 13. RESULTADOS DE LA MODELACION, VERIFICACIÓN DE ELEMENTOS EXISTENTES Y REACCIONES EN LA BASE. 14. DEFORMACIONES DE LA ESTRUCTURA EXISTENTE PARA UNA VELOCIDAD OPERACIONAL DE 90KMH. 15. CONCLUSIONES 16. REGISTRO FOTOGRAFICO

INDICE 1. OBJETIVO 2. ALCANCES 3. DESCRIPCION DEL PROYECTO 4. NORMAS DE DISEÑO 5. MATERIALES 6. METODO DE ANALISIS 7. CARGAS DE EVALUACIÓN ESTRUCTURAL 8. DEFORMACIONES 9. COMBINACIONES DE CARGA 10. ESTRUCTURACIÓN DEL MONOPOLO EN EL MS TOWER 11. DATOS DE ENTRADA DE MODELACION DEL MONOPOLO. 12. INGRESO DE CARGA DE ANTENAS EN LA ESTRUCTURA EXISTENTE. 13. RESULTADOS DE LA MODELACION, VERIFICACIÓN DE ELEMENTOS EXISTENTES Y REACCIONES EN LA BASE. 14. DEFORMACIONES DE LA ESTRUCTURA EXISTENTE PARA UNA VELOCIDAD OPERACIONAL DE 90KMH. 15. CONCLUSIONES 16. REGISTRO FOTOGRAFICO

BASES DE CÁLCULO Y ESTRUCTURACIÓN 1. OBJETIVO El objetivo de la presente memoria de cálculo describe los criterios adoptados para la evaluación estructural del monopolo bridado facetado existente de 30m propiedad de América Móvil S.A.C. (EBC PACIFICO), ubicada en el Distrito de Chimbote, Provincia del Santa, Departamento de Ancash, a la cual se proyecta ampliar el número de antenas de enlaces microondas y equipos de Telecomunicación a solicitud de América Móvil S.A.C. En la presente también se especifican los materiales utilizados, las cargas consideradas, sus combinaciones, método de análisis, las normas y códigos que se emplearán en el presente informe.

2. ALCANCES Para la evaluación estructural del monopolo bridado facetado existente de 30m se realizó considerando fundamentalmente las fuerzas producidas por la acción del viento, que es la condición más desfavorable para este tipo de estructuras esbeltas.

De acuerdo a las especificaciones dadas por América Móvil, las estructuras de su propiedad deberán de ser diseñadas y evaluadas para una velocidad de viento de supervivencia de 120Km/h, para la velocidad de operación se considerará 90Km/h para su verificación.

Las expresiones usadas para determinar la presión del viento tanto en la estructura metálica como en las escalerillas, antenas de RF, antenas de MW y demás accesorios del monopolo son dadas por la norma TIA EIA 222‐F.

3. DESCRIPCIÓN DEL PROYECTO La estructura ha evaluar consta de dos partes básicas, la estructura principal (monopolo facetado bridado) y la plataforma triangular a tope del monopolo donde se ubican las antenas de RF.

La estructura principal del monopolo está compuesta por 05 módulos de sección dodecágono (12 caras) de 6.00m de altura cada uno. Los módulos están unidos mediante 12 pernos de 1” y 7/8” (dependiendo de los módulos a unir).

La plataforma triangular está ubicada a tope del monopolo tiene 3.00m de lado, sobre el cual se encuentran instaladas 07 antenas de RF pertenecientes a Claro, por debajo de la plataforma a 21.00m aproximadamente se ubican 2 soportes independientes en los cuales se encuentran instalados 04 antenas de RF adicionales pertenecientes a Telmex. Adicionalmente existen 06 enlaces MW.

El monopolo se encuentra apoyado sobre un pedestal de concreto, el cual presenta desprendimiento del tarrajeo y rajaduras en el borde de la brida base de la estructura principal, por lo tanto se recomienda realizar unas pruebas y análisis a la cimentación para garantizar el estado de la misma.

La carga adicional a instalar es una antena MW de diámetro de 1.20m a una altura de 24.00m para poder realizar el enlace entre la EBC Vesique y la EBC Pacifico.

ENLACE MW A VESIQUE

4. NORMAS DE DISEÑO Las normas a ser consideradas en la presente evaluación estructural del monopolo 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.” iv. Norma Técnica E‐090 – Reglamento Nacional de Edificaciones (RNE)

La verificación estructural del monopolo, se realiza fundamentalmente para las fuerzas producidas por la acción del viento que es la condición más desfavorable en este tipo de estructuras.

Las expresiones usadas para determinar la presión del viento tanto en la estructura metálica principal como en los accesorios son las dadas por la Norma TIA EIA 222‐F.

Para la verificación de los elementos del monopolo, usaremos el Código Americano de Telecomunicaciones TIA EIA 222‐F, capítulo 3, numeral 3.1.14.1 en donde se acepta la utilización de los esfuerzos permisibles según lo normado por el American Institute of Steel Construction (AISC).

En tal caso no es necesario aplicar coeficientes de seguridad a las cargas actuantes, ya que las fórmulas de los esfuerzos admisibles establecidos en el AISC ya tienen factores de seguridad que reducen su valor y que están en función de la esbeltez de sus miembros.

5. MATERIALES Los materiales utilizados en la verificación del monopolo son los siguientes: ‐

Perfilería: Acero ASTM A36 (fy = 36Kips).

‐

Pernería: Acero estructural ASTM A325 o similar (SAE Grado 5).

‐

Soldadura: Electrodos E70XX.

6. METODO DE ANALISIS El análisis estructural del monopolo se realizó usando un análisis elástico lineal 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.

Para el diseño de los elementos del monopolo, se ha usado el Código Americano de Telecomunicaciones TIA EIA 222 ‐ F, capítulo 3, numeral 3.1.14.1 acepta la utilización de los esfuerzos permisibles según lo normado por el American Institute of Steel Construction (AISC).

Las fórmulas empleadas se encuentran en los numerales 1.5.1.3.1 y 1.5.1.3.2. del manual AISC, siendo estas las siguientes:

Para elementos en compresión: Comp Cap = Esfuerzo de diseño (Fa) x Área de la sección transversal Fa = ((1‐0.5[KL/r/Cc]2)Fy)SI/SF1

KL/r
SF1 = 5/3 + (3/8)[[KL/r]/Cc] – (1/8)[[KL/r]/Cc]3 Fa = ( E / (KL/r)] SI/SF2

KL/r >Cc

SF2 = 23/12 Cc =  raíz (2 E / Fy) SI = 1.33 Donde: SI = Factor de incremento permisible, basado en la altura de la Estructura (1 hasta 1.5).

Fy = Esfuerzo de fluencia mínimo. E = Módulo de elasticidad. L = Longitud no arriostrada del elemento desde ambos puntos de conexión. r = Radio de giro de la sección transversal. K = Coeficiente de longitud efectiva del elemento.

Las normas TIA/EIA – 222 – F en su numeral 3.1.1.1 establecen que para estructuras de altura menores a 213 mts como en el presente caso, los esfuerzos permisibles obtenidos según el AISC pueden ser incrementados en 1/3, lo que se tendrá en cuenta al verificar los elementos.

En cuanto a la relación de esbeltez para miembros en compresión, en el numeral 3.1.12 considera como máximo kl/r < 150 para las montantes, kl/r < 200 para los elementos de arriostre y Kl/r < 250 para los elementos redundantes o miembros en compresión que no hayan sido calculados. Para este tipo de estructuras se asume K= 1.0

Para elementos en tracción: Trac Cap = Esfuerzo de diseño (Fa) x Área de la sección transversal Fa = 0.6 fy ó Fa = 0.5 fu, el que sea menor.

7. CARGAS DE EVALUACIÓN ESTRUCTURAL Se ha tomado en cuenta las siguientes cargas para la verificación del monopolo:

Cargas Permanentes (D)

Las cargas permanente son aquellas que provienen del peso propio de las estructuras y que forman parte del sistema resistente de la misma, como es la estructura metálica principal (módulos bridados), también son consideradas cargas permanentes sobre la estructura pero que no contribuyen al sistema resistente de la misma, por ejemplo:

plataforma metálica de antenas RF, soportes metálicos, antenas, escaleras de acceso, escalerilla cable rack, empalmes y demás accesorios parte del monopolo.

Las antenas existentes, propiedad de CLARO son: ‐

4 Antenas RF (2G) de 1.20m x 0.30m, ubicada a 30.60m del monopolo. Montadas sobre la plataforma triangular ubicada en la cima del monopolo.

‐

3 Antenas RF (2G) de 2.40m x 0.30m, ubicada a 30.60m del monopolo. Montadas sobre la plataforma triangular ubicada en la cima del monopolo.

‐

1 Antena MW de 0.60m, instalado en soporte metálico a 31.50m del monopolo.

‐


‐


‐


‐


‐


Las antenas existentes, propiedad de TELMEX son: ‐

4 Antenas RF de 0.60m x 0.20m, ubicada a 21.00m del monopolo. Montadas sobre soportes pivotantes metálicos.

La antena proyectada a solicitud de AMERICA MOVILES S.A.C.: ‐


Cargas Eventuales

Sobrecarga de uso (L) Un total de 200 Kg. aplicados en el extremo superior de la estructura la cual considera el peso de 2 técnicos y herramientas.

Viento (W) Para la verificación estructural se ha considerado un análisis tridimensional de la estructura aplicando fuerzas producto del viento orientadas a 0°, 45°, 90°, 135º, 180°, 225°, 270° y 315°.

De acuerdo al mapa de isotacas la velocidad de viento esperada en esta zona para una probabilidad de excedencia del 5% en 50 años es de 75 Km/h, sin embargo de acuerdo a lo indicado en los requerimientos técnicos de América Móvil S.A. la velocidad de evaluación es de 120 Km/h, por lo cual, esta fue la utilizada en el presente estudio.

De acuerdo a TIA/EIA las formulas para calcular las cargas de viento sobre los perfiles son los siguientes: F = qz GH [CT AE + Σ (CA AA) ]

lbs

qz = 0.00256 kz V2

lb/pie2 para V en millas/hr

kz = [Z/33]2/7

Z en pies (coeficiente de exposición)

GH = 0.65 + 0.6 / (h/33)1/7

(factor de ráfaga)

CT = 1.03

Se aplica al monopolo

e

= (AF + AR) / AG

AF = Área proyectado de los elementos planos proyectados en una cara de la sección. AR = Área proyectado de los elementos redondos proyectados en una cara de la sección. AG = Área de una cara del monopolo considerándola como sólida AA = Área proyectada efectiva de los componentes en una cara CA = Coeficiente de fuerza en accesorios (1.4)

Para la verificación de los desplazamientos se utilizará la velocidad de viento de 90Km/h (velocidad operacional).

Sismo (E) No se considera pues la acción del viento es preponderante ante la acción sísmica.

Nieve (S) No se solicito verificar la estructura con carga de nieve, por ende este efecto no es considerado en el presente informe.

8. DEFORMACIONES Se considerará la deformación máxima de la estructura al valor medido en la cúspide del monopolo asociado a una desangulación recomendada por la TIA‐EIA‐222‐F. A solicitud de América Móvil S.A.C. los desplazamientos máximos serán medidos a una velocidad de operación de 90Km/h y son: ITEM Deflexión Torsión

Desplazamiento máximo 0.75º 0.30º

9. 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) Las cargas aplicadas para la evaluación de la estructura son las siguientes: Case 100: cargas permanente (D) incluyendo cargas de antenas y carga viva (L) Case 200: Viento con azimut de 0°. Case 220: Viento con azimut de 45°. Case 240: Viento con azimut de 90°. Case 260: Viento con azimut de 135°. Case 280: Viento con azimut de 180°. Case 300: Viento con azimut de 225°. Case 320: Viento con azimut de 270°. Case 340: Viento con azimut de 315°. Las combinaciones para la evaluación de la estructura son las siguientes: Case 500: 1.4 (Case 100) Case 520: 1.2 (Case 100) + (Case 200) Case 540: 1.2 (Case 100) + (Case 220) Case 560: 1.2 (Case 100) + (Case 240) Case 580: 1.2 (Case 100) + (Case 260) Case 600: 1.2 (Case 100) + (Case 280) Case 620: 1.2 (Case 100) + (Case 300)

Case 640: 1.2 (Case 100) + (Case 320) Case 660: 1.2 (Case 100) + (Case 340)

10. ESTRUCTURACIÓN DEL MONOPOLO EN EL MS TOWER El monopolo está conformado por 5 módulos facetados bridados de 6m cada uno, los cuales están unidos mediante pernos. En la visita de campo no se pudo verificar el espesor de los módulos, razón por la cual se está asumiendo los espesores de los módulos basados en estructuras similares de la misma altura.

MODULO

E ASUMIDO

5

3/16"

4

1/4"

3

5/16"

2

5/16"

1

3/8"

(*) Estos valores deberán de ser verificados mediante mediciones de ultrasonido o similares.

11. DATOS DE ENTRADA DE MODELACION DEL MONOPOLO CARGAS DE VIENTO ‐

VELOCIDAD DE EVALUACIÓN DE CARGA

La velocidad básica de verificación especificada para esta estructura es de 120 kph, a los 10m 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 “MS‐Tower” basado en el método de los elementos finitos, en el que considera al monopolo como una estructura espacial.

El monopolo 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

El cálculo de las uniones se realiza según el siguiente criterio a) Cortadura

C = 0.8 x Lt x  x d2/4

b) Aplastamiento

A = 2 x d x e x La

Siendo:

d = Diámetro del tornillo Lt = Límite elástico del tornillo E = Espesor del ángulo La = Límite elástico del acero

‐ CARGA DE VIENTO SOBRE ANTENAS Las dimensiones, cantidades y ubicaciones de las antenas fueron obtenidas de la visita técnica hecha al monopolo instalado en la EBC PACIFICO y la información brindada por América Móvil S.A.C.

Los resultados que se obtienen son de aplicar la norma TIA‐EIA‐222‐F sobre las antenas detalladas en la visita técnica y la ampliación.

INGRESO GEOMETRIA DE ESTRUCTURA EXISTENTE

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.td 00001 TITL1 EBC EL PACIFICO - MONOPOLO DE 30M 00002 TITL2 VELOCIDAD DE VIENTO PARA EVALUACION 120KMH 00003 00004 UNITS 00005

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0.8571 TW 81 R1

0.9056

84

0.8571 TW 82 R1

0.9219

84

0.0000 TW 83 R1

0.9300

84

00176 END 00177 00178

SECTIONS LIB MONOPOLO0

00179

1 PG1.76x3

FY

248.00

00180

2 PG2.76x3

FY

248.00

00181

3 PG3.76x3

FY

248.00

00182

4 PG4.76x3

FY

248.00

00183

5 PG5.76x3

FY

248.00

00184

6 PG6.76x3

FY

248.00

00185

7 PG7.76x3

FY

248.00

00186

8 PG8.76x3

FY

248.00

00187

9 PG9.76x3

FY

248.00

00188

10 PG10.76x3

FY

248.00

Page 2/3

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.td 00195

17 PG17.76x3

FY

248.00

00196

18 PG18.76x3

FY

248.00

00197

19 PG19.76x3

FY

248.00

00198

20 PG20.76x3

FY

248.00

00199

21 PG21.76x3

FY

248.00

00200

22 PG22.76x3

FY

248.00

00201

23 PG23.76x3

FY

248.00

00202

24 PG24.76x3

FY

248.00

00203

25 PG25.76x3

FY

248.00

00204

26 PG26.76x3

FY

248.00

00205

27 PG27.76x3

FY

248.00

00206

28 PG28.76x3

FY

248.00

00207

29 PG29.218x3

FY

248.00

00208

30 PG30.364x5

FY

248.00

00209

31 PG31.371x5

FY

248.00

00210

32 PG32.378x5

FY

248.00

00211

33 PG33.385x5

FY

248.00

00212

34 PG34.392x5

FY

248.00

00213

35 PG35.399x5

FY

248.00

00214

36 PG36.406x5

FY

248.00

00215

37 PG37.413x5

FY

248.00

00216

38 PG38.421x5

FY

248.00

00217

39 PG39.428x5

FY

248.00

00218

40 PG40.435x5

FY

248.00

00219

41 PG41.442x5

FY

248.00

00220

42 PG42.449x5

FY

248.00

00221

43 PG43.456x5

FY

248.00

00222

44 PG44.463x5

FY

248.00

00223

45 PG45.470x5

FY

248.00

00224

46 PG46.479x6

FY

248.00

00225

47 PG47.488x6

FY

248.00

00226

48 PG48.498x6

FY

248.00

00227

49 PG49.507x6

FY

248.00

00228

50 PG50.517x6

FY

248.00

00229

51 PG51.526x6

FY

248.00

00230

52 PG52.536x6

FY

248.00

00231

53 PG53.545x6

FY

248.00

00232

54 PG54.555x6

FY

248.00

00233

55 PG55.564x6

FY

248.00

00234

56 PG56.574x6

FY

248.00

00235

57 PG57.583x6

FY

248.00

00236

58 PG58.594x8

FY

248.00

00237

59 PG59.605x8

FY

248.00

00238

60 PG60.617x8

FY

248.00

00239

61 PG61.628x8

FY

248.00

00240

62 PG62.639x8

FY

248.00

00241

63 PG63.651x8

FY

248.00

00242

64 PG64.662x8

FY

248.00

00243

65 PG65.674x8

FY

248.00

00244

66 PG66.685x8

FY

248.00

00245

67 PG67.696x8

FY

248.00

00246

68 PG68.709x8

FY

248.00

00247

69 PG69.723x8

FY

248.00

00248

70 PG70.738x8

FY

248.00

00249

71 PG71.752x8

FY

248.00

00250

72 PG72.766x8

FY

248.00

00251

73 PG73.780x8

FY

248.00

00252

74 PG74.795x8

FY

248.00

00253

75 PG75.809x8

FY

248.00

00254

76 PG76.824x10

FY

248.00

00255

77 PG77.840x10

FY

248.00

00256

78 PG78.857x10

FY

248.00

00257

79 PG79.873x10

FY

248.00

00258

80 PG80.889x10

FY

248.00

00259

81 PG81.906x10

FY

248.00

00260

82 PG82.922x10

FY

248.00

00261

83 PG83.930x10

FY

248.00

00262

84 DUMMY

FY

248.00

00263 END 00264 00265

SUPPORT

00266 00267 END 00268 00269 EOF 00270

COORD 0.0 0.0

0.000 FIXED

Page 3/3

DEMONSTRATION SOFTWARE

Job: MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE EBC EL PACIFICO - MONOPOLO DE 30M VELOCIDAD DE VIENTO PARA EVALUACION 120KMH

3 feb 2013 08:51 p.m.

Z X Y theta: 100 phi: 10 MStower [V6.02.002]

EBC EL PACIFICO - MONOPOLO 30M - VISTA GENERAL D:\DESING TOWER\TECNOCOM\PACIFICO\MS TOWER\MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE

12. INGRESO DE CARGA DE ANTENAS EN LA ESTRUCTURA EXISTENTE.



3 feb 2013 08:52 p.m.

DISH-6 SECTOR-1C SECTOR-1D SECTOR-1G SECTO PLATAF1 SECTOR-1A SECTOR-1B SECTOR-1 DISH-5 DISH-4 DISH-2 DISH-3 DISH-1 DISH-7

SECTOR-2B SECTOR-2C SECTOR-2D SECTOR-2A

EBC EL PACIFICO - MONOPOLO 30M - VISTA GRAL LOAD MStower [V6.02.002]

D:\DESING TOWER\TECNOCOM\PACIFICO\MS TOWER\MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE

12.1. VELOCIDAD DE DISEÑO O SUPERVIVENCIA La velocidad considerada para el diseño es de 120Kph (33.333m/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 45º. 3.‐ Velocidad aplicada con azimuth de 90º. 4.‐ Velocidad aplicada con azimuth de 135º. 5.‐ Velocidad aplicada con azimuth de 180º. 6.‐ Velocidad aplicada con azimuth de 225º. 7.‐ Velocidad aplicada con azimuth de 270º. 8.‐ Velocidad aplicada con azimuth de 315º.

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.twr 00001 00002 00003 00004 00005 00006 00007 00008 00009 00010 00011 00012 00013 00014 00015 00016 00017 00018 00019 00020 00021 00022 00023 00024 00025 00026 00027 00028 | 00029 00030 00031 00032 00033 00034 00035 00036 00037 00038 00039 00040 00041 00042 00043 00044 00045 00046 00047 00048 00049 00050 00051 00052 00053 00054 00055 00056 00057 00058 00059 00060 00061 00062 00063 00064 00065 00066 00067 00068 00069 00070 00071 00072 00073 00074 00075 00076 00077 00078 00079 00080 00081 00082 00083 00084 00085 00086 00087 00088 00089 00090

Page 1/2

$ from FILE TWRSTD.TWR $ prototype TWR file for square tower. Edit to your requirements $ $ $ $

STATION HEIGHT NGR SP MAP No

$ STRUCTURE $ TYPE:$ $ $ $ $ $ $

MANUFACTURERS:ANCILLARIES Drawings Amendments CAD REF STRUCTURAL Drawings:-

PARAMETERS ANGN CODE ICE ALTOP PSF-V PSF-M VB

0.0 EIA222 RO 0.0 0 1.20 1.20 33.3333

OVERLAP

1

RW 0.0

$ $ $ $ $ $ $

Angle Anti-clockwise from X axis to North WIND PROFILE TO THIS CODE For icing SITE + TOWER HEIGHT for icing Partial safety factor for wind speed, BS8100 Partial safety factor for Material strength, BS8100 ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or FASTEST MILE, adjusted for hei

ght $ Allow for the overlap of members

END TERRAIN ANGLE 0 TCAT 2 $ HH 0.0 BETAH 0.0 XLEE 0.0 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 45 to X axis WL ANGLX 45 NOICE CASE 240 wind at 90 to X axis WL ANGLX 90 NOICE CASE 260 wind at 135 to X axis WL ANGLX 135 NOICE CASE 280 wind at 180 to X axis WL ANGLX 180 NOICE CASE 300 wind at 225 to X axis WL ANGLX 225 NOICE CASE 320 wind at 270 to X axis WL ANGLX 270 NOICE CASE 340 wind at 315 to X axis WL ANGLX 315 NOICE CASE 500 Max. tower weight COMBIN 100 1.400 CASE 520 CARGA: wind at 0 to X axis COMBIN 100 1.200 COMBIN 200 1.000 CASE 540 CARGA: wind at 45 to X axis COMBIN 100 1.200 COMBIN 220 1.000 CASE 560 CARGA: wind at 90 to X axis COMBIN 100 1.200 COMBIN 240 1.000 CASE 580 CARGA: wind at 135 to X axis COMBIN 100 1.200 COMBIN 260 1.000 CASE 600 CARGA: wind at 180 to X axis COMBIN 100 1.200 COMBIN 280 1.000 CASE 620 CARGA: wind at 225 to X axis COMBIN 100 1.200 COMBIN 300 1.000

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.twr 00097 00098 00099 00100 00101 00102 00103 00104 00105 00106 00107 00108 00109 00110 00111 00112 00113 00114 00115 00116 00117 00118 00119 00120 00121 00122 00123 00124 00125 00126 00127 00128 00129 00130 00131 00132 00133 00134 00135 00136 00137 00138 00139 00140 00141 00142 00143 00144 00145 00146 00147 00148 00149 00150 00151

COMBIN 100 1.200 COMBIN 340 1.000 END ANCILLARIES $ DUMMY ENTRIES FOR GUIDENCE ONLY LARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area $Antenas Parabolicas DISH-1 XA 0.00 DISH-2 XA -0.75 DISH-3 XA 0.00 DISH-4 XA 0.00 DISH-5 XA 0.00 DISH-6 XA -1.76

Existentes YA 0.80 ZA YA 0.00 ZA YA 0.75 ZA YA 0.70 ZA YA -0.70 ZA YA -0.25 ZA

26.8 27.2 27.6 28.5 29.0 31.5

LIB LIB LIB LIB LIB LIB

SH1PR-4 SH1PR-1 SH1PR-1 SH1PR-2 SH1PR-2 SH1PR-2

ANG 5 $ D = 1.2 ANG 185 $ D = 0.3 ANG 5 $ D = 0.3 ANG 5 $ D = 0.6 ANG 130 $ D = 0.6 ANG 165 $ D = 0.6

M M M M M M ATTACH 2802 2903 2904 2905 2906

$Antenas Parabolicas a Instalar (enlace Vesique - Pacifico) DISH-7 XA 0.00 YA -0.80 ZA 25.5 LIB SH1PR-4 ANG 25 $ D = 1.2 M $Plataforma de RF PLATAF1 XA 0 YA 0 ZA 30.6 LIB PLATAF-T1 ANG 0 ATTACH 2802 2903 2904 2905 2906 $Antenas Celulares SECTOR-1A XA 1.100 YA SECTOR-1B XA 1.100 YA

1.400 ZA 30.6 LIB A0142T3 ANG 0 ATTACH 2802 2903 2904 2905 2906 0.000 ZA 30.6 LIB A0142T ANG 0 ATTACH 2802 2903 2904 2905 2906

SECTOR-1C XA -0.550 YA -0.953 ZA 30.6 LIB A0142T ANG 120 ATTACH 2802 2903 2904 2905 2906 SECTOR-1D XA 0.662 YA -1.653 ZA 30.6 LIB A0142T3 ANG 120 ATTACH 2802 2903 2904 2905 2906 SECTOR-1E XA 0.662 YA SECTOR-1F XA -0.550 YA SECTOR-1G XA -1.762 YA

1.653 ZA 30.6 LIB A0142C ANG 240 ATTACH 2802 2903 2904 2905 2906 0.953 ZA 30.6 LIB A0142T ANG 240 ATTACH 2802 2903 2904 2905 2906 0.253 ZA 30.6 LIB A0142C ANG 240 ATTACH 2802 2903 2904 2905 2906

SECTOR-1H XA -1.932 YA

0.000 ZA 30.6 LIB A0142T1 ANG 180 ATTACH 2802 2903 2904 2905 2906

SECTOR-2A XA SECTOR-2B XA

0.856 YA 0.083 ZA 21.0 LIB A0142T1 ANG 30 0.356 YA -0.783 ZA 21.0 LIB A0142T1 ANG 30

SECTOR-2C XA -0.356 YA -0.783 ZA 21.0 LIB A0142T1 ANG 150 SECTOR-2D XA -0.856 YA 0.083 ZA 21.0 LIB A0142T1 ANG 150 LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area LADDER1 XB 0.615 YB 0.0 ZB 0 XT 0.33 YT 0.0 ZT 30.0 LIB P-LADDER FACT 1 ANG $ Feeders on cable tray not entered as shrouded by cable tray. $ FDR-GRPn refers to a group of linear ancillaries. FDR-GRP1 XB 0.0 YB 0.515 ZB 0.0 XT 0.0 YT 0.230 ZT 30.0 LIB LDF5-50A FACT 6 FDR-GRP2 XB 0.0 YB 0.565 ZB 0.0 XT 0.0 YT 0.280 ZT 21.0 LIB LDF5-50A FACT 3 FDR-GRP3 XB 0.0 YB 0.615 ZB 0.0 XT 0.0 YT 0.330 ZT 30.0 LIB LDF4-50A FACT 1 FDR-GRP4 XB 0.0 YB 0.665 ZB 0.0 XT 0.0 YT 0.380 ZT 29.0 LIB LDF4-50A FACT 2 FDR-GRP5 XB 0.0 YB 0.715 ZB 0.0 XT 0.0 YT 0.430 ZT 27.0 LIB LDF4-50A FACT 4 END END

0

ANG ANG ANG ANG ANG

0 0 0 0 0

Page 2/2

12.2. VELOCIDAD OPERACIONAL La velocidad considerada para el diseño es de 90Kph (25.000 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 45º. 3.‐ Velocidad aplicada con azimuth de 90º. 4.‐ Velocidad aplicada con azimuth de 135º. 5.‐ Velocidad aplicada con azimuth de 180º. 6.‐ Velocidad aplicada con azimuth de 225º. 7.‐ Velocidad aplicada con azimuth de 270º. 8.‐ Velocidad aplicada con azimuth de 315º.

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.twr 00001 00002 00003 00004 00005 00006 00007 00008 00009 00010 00011 00012 00013 00014 00015 00016 00017 00018 00019 00020 00021 00022 00023 00024 00025 00026 00027 00028 | 00029 00030 00031 00032 00033 00034 00035 00036 00037 00038 00039 00040 00041 00042 00043 00044 00045 00046 00047 00048 00049 00050 00051 00052 00053 00054 00055 00056 00057 00058 00059 00060 00061 00062 00063 00064 00065 00066 00067 00068 00069 00070 00071 00072 00073 00074 00075 00076 00077 00078 00079 00080 00081 00082 00083 00084 00085 00086 00087 00088 00089 00090

Page 1/2

$ from FILE TWRSTD.TWR $ prototype TWR file for square tower. Edit to your requirements $ $ $ $

STATION HEIGHT NGR SP MAP No

$ STRUCTURE $ TYPE:$ $ $ $ $ $ $

MANUFACTURERS:ANCILLARIES Drawings Amendments CAD REF STRUCTURAL Drawings:-

PARAMETERS ANGN CODE ICE ALTOP PSF-V PSF-M VB

0.0 EIA222 RO 0.0 0 1.20 1.20 25.0000

OVERLAP

1

RW 0.0

$ $ $ $ $ $ $

Angle Anti-clockwise from X axis to North WIND PROFILE TO THIS CODE For icing SITE + TOWER HEIGHT for icing Partial safety factor for wind speed, BS8100 Partial safety factor for Material strength, BS8100 ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or FASTEST MILE, adjusted for hei

ght $ Allow for the overlap of members

END TERRAIN ANGLE 0 TCAT 2 $ HH 0.0 BETAH 0.0 XLEE 0.0 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 45 to X axis WL ANGLX 45 NOICE CASE 240 wind at 90 to X axis WL ANGLX 90 NOICE CASE 260 wind at 135 to X axis WL ANGLX 135 NOICE CASE 280 wind at 180 to X axis WL ANGLX 180 NOICE CASE 300 wind at 225 to X axis WL ANGLX 225 NOICE CASE 320 wind at 270 to X axis WL ANGLX 270 NOICE CASE 340 wind at 315 to X axis WL ANGLX 315 NOICE CASE 500 Max. tower weight COMBIN 100 1.400 CASE 520 CARGA: wind at 0 to X axis COMBIN 100 1.200 COMBIN 200 1.000 CASE 540 CARGA: wind at 45 to X axis COMBIN 100 1.200 COMBIN 220 1.000 CASE 560 CARGA: wind at 90 to X axis COMBIN 100 1.200 COMBIN 240 1.000 CASE 580 CARGA: wind at 135 to X axis COMBIN 100 1.200 COMBIN 260 1.000 CASE 600 CARGA: wind at 180 to X axis COMBIN 100 1.200 COMBIN 280 1.000 CASE 620 CARGA: wind at 225 to X axis COMBIN 100 1.200 COMBIN 300 1.000

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.twr 00097 00098 00099 00100 00101 00102 00103 00104 00105 00106 00107 00108 00109 00110 00111 00112 00113 00114 00115 00116 00117 00118 00119 00120 00121 00122 00123 00124 00125 00126 00127 00128 00129 00130 00131 00132 00133 00134 00135 00136 00137 00138 00139 00140 00141 00142 00143 00144 00145 00146 00147 00148 00149 00150 00151

COMBIN 100 1.200 COMBIN 340 1.000 END ANCILLARIES $ DUMMY ENTRIES FOR GUIDENCE ONLY LARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area $Antenas Parabolicas DISH-1 XA 0.00 DISH-2 XA -0.75 DISH-3 XA 0.00 DISH-4 XA 0.00 DISH-5 XA 0.00 DISH-6 XA -1.76

Existentes YA 0.80 ZA YA 0.00 ZA YA 0.75 ZA YA 0.70 ZA YA -0.70 ZA YA -0.25 ZA

26.8 27.2 27.6 28.5 29.0 31.5

LIB LIB LIB LIB LIB LIB

SH1PR-4 SH1PR-1 SH1PR-1 SH1PR-2 SH1PR-2 SH1PR-2

ANG 5 $ D = 1.2 ANG 185 $ D = 0.3 ANG 5 $ D = 0.3 ANG 5 $ D = 0.6 ANG 130 $ D = 0.6 ANG 165 $ D = 0.6

M M M M M M ATTACH 2802 2903 2904 2905 2906

$Antenas Parabolicas a Instalar (enlace Vesique - Pacifico) DISH-7 XA 0.00 YA -0.80 ZA 25.5 LIB SH1PR-4 ANG 25 $ D = 1.2 M $Plataforma de RF PLATAF1 XA 0 YA 0 ZA 30.6 LIB PLATAF-T1 ANG 0 ATTACH 2802 2903 2904 2905 2906 $Antenas Celulares SECTOR-1A XA 1.100 YA SECTOR-1B XA 1.100 YA

1.400 ZA 30.6 LIB A0142T3 ANG 0 ATTACH 2802 2903 2904 2905 2906 0.000 ZA 30.6 LIB A0142T ANG 0 ATTACH 2802 2903 2904 2905 2906

SECTOR-1C XA -0.550 YA -0.953 ZA 30.6 LIB A0142T ANG 120 ATTACH 2802 2903 2904 2905 2906 SECTOR-1D XA 0.662 YA -1.653 ZA 30.6 LIB A0142T3 ANG 120 ATTACH 2802 2903 2904 2905 2906 SECTOR-1E XA 0.662 YA SECTOR-1F XA -0.550 YA SECTOR-1G XA -1.762 YA

1.653 ZA 30.6 LIB A0142C ANG 240 ATTACH 2802 2903 2904 2905 2906 0.953 ZA 30.6 LIB A0142T ANG 240 ATTACH 2802 2903 2904 2905 2906 0.253 ZA 30.6 LIB A0142C ANG 240 ATTACH 2802 2903 2904 2905 2906

SECTOR-1H XA -1.932 YA

0.000 ZA 30.6 LIB A0142T1 ANG 180 ATTACH 2802 2903 2904 2905 2906

SECTOR-2A XA SECTOR-2B XA

0.856 YA 0.083 ZA 21.0 LIB A0142T1 ANG 30 0.356 YA -0.783 ZA 21.0 LIB A0142T1 ANG 30

SECTOR-2C XA -0.356 YA -0.783 ZA 21.0 LIB A0142T1 ANG 150 SECTOR-2D XA -0.856 YA 0.083 ZA 21.0 LIB A0142T1 ANG 150 LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area LADDER1 XB 0.615 YB 0.0 ZB 0 XT 0.33 YT 0.0 ZT 30.0 LIB P-LADDER FACT 1 ANG $ Feeders on cable tray not entered as shrouded by cable tray. $ FDR-GRPn refers to a group of linear ancillaries. FDR-GRP1 XB 0.0 YB 0.515 ZB 0.0 XT 0.0 YT 0.230 ZT 30.0 LIB LDF5-50A FACT 6 FDR-GRP2 XB 0.0 YB 0.565 ZB 0.0 XT 0.0 YT 0.280 ZT 21.0 LIB LDF5-50A FACT 3 FDR-GRP3 XB 0.0 YB 0.615 ZB 0.0 XT 0.0 YT 0.330 ZT 30.0 LIB LDF4-50A FACT 1 FDR-GRP4 XB 0.0 YB 0.665 ZB 0.0 XT 0.0 YT 0.380 ZT 29.0 LIB LDF4-50A FACT 2 FDR-GRP5 XB 0.0 YB 0.715 ZB 0.0 XT 0.0 YT 0.430 ZT 27.0 LIB LDF4-50A FACT 4 END END

0

ANG ANG ANG ANG ANG

0 0 0 0 0

Page 2/2

13. RESULTADOS DE LA MODELACION, VERIFICACION DE ELEMENTOS EXISTENTES Y REACCIONES EN LA BASE.



3 feb 2013 08:51 p.m.

Design Ratios - % of Code Capacity: <= 50 <= 95 <= 100 <= 105 <= 110 > 110

Z X Y theta: 100 phi: 10

MStower [V6.02.002]

EBC EL PACIFICO - MONOPOLO 30M - RATIOS 120KMH D:\DESING TOWER\TECNOCOM\PACIFICO\MS TOWER\MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE



3 feb 2013 08:54 p.m. .

Design Ratios - % of Code Capacity: <= 50 <= 95 <= 100 <= 105 <= 110 > 110

-1.00 -1.00 -1.00 -1.00 0.79 -1.00 -1.00 -1.00 -1.00 0.80 -1.00 -1.00 -1.00 -1.00 0.82 -1.00 -1.00 -1.00 -1.00 0.84 -1.00 -1.00 -1.00 -1.00 0.85 -1.00 -1.00 -1.00 -1.00 0.87 -1.00 -1.00 -1.00 -1.00 0.89 -1.00 -1.00 -1.00 -1.00 0.91 -1.00 -1.00 -1.00 -1.00 0.92 -1.00 -1.00 -1.00 -1.00 0.94 -1.00 -1.00 -1.00 -1.00 0.96 -1.00 -1.00 -1.00 -1.00 0.97 -1.00 -1.00 -1.00 -1.00 0.99 -1.00 -1.00 -1.00 -1.00 1.00 -1.00 -1.00 -1.00 -1.00 0.86 -1.00 -1.00 -1.00 -1.00 0.87 -1.00 -1.00 -1.00 -1.00 0.88 -1.00 -1.00 -1.00 -1.00 0.90 -1.00 -1.00 -1.00 -1.00

Z

Y X theta: 305 phi: 15

MStower [V6.02.002]

0.91 -1.00 -1.00 -1.00 -1.00 0.9230M - RATIOS MAXIMOS EBC EL PACIFICO - MONOPOLO

D:\DESING TOWER\TECNOCOM\PACIFICO\MS TOWER\MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.rpt 00001 MSTOWER V6 Member checking to EIA-222-F (080218) 00002 00003 Job: MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE 00004 Date: 03-FEB-13 20:38:58 00005 00006 EBC EL PACIFICO - MONOPOLO DE 30M 00007 VELOCIDAD DE VIENTO PARA EVALUACION 120KMH 00008 00009 -- L O A D C A S E S -00010 Case Y/N Title 00011 100 N WEIGHT OF TOWER PLUS ANCILLARIES 00012 200 N WIND AT 0 TO X AXIS 00013 220 N WIND AT 45 TO X AXIS 00014 240 N WIND AT 90 TO X AXIS 00015 260 N WIND AT 135 TO X AXIS 00016 280 N WIND AT 180 TO X AXIS 00017 300 N WIND AT 225 TO X AXIS 00018 320 N WIND AT 270 TO X AXIS 00019 340 N WIND AT 315 TO X AXIS 00020 500 Y MAX. TOWER WEIGHT 00021 520 Y CARGA: WIND AT 0 TO X AXIS 00022 540 Y CARGA: WIND AT 45 TO X AXIS 00023 560 Y CARGA: WIND AT 90 TO X AXIS 00024 580 Y CARGA: WIND AT 135 TO X AXIS 00025 600 Y CARGA: WIND AT 180 TO X AXIS 00026 620 Y CARGA: WIND AT 225 TO X AXIS 00027 640 Y CARGA: WIND AT 270 TO X AXIS 00028 660 Y CARGA: WIND AT 315 TO X AXIS 00029 00030 Y = Cases to be checked 00031 N = Not Used 00032 00033 Report Units: 00034 Dims., lengths, areas ... mm, mm2 00035 Forces ................ ..... kN 00036 Moments, Torques ........... kNm 00037 Stresses ..............N /mm2 (MPa) 00038 00039 Cantilevered pole 00040 Computed capacities assume pole is predominantly subject to bending. 00041 00042 Allowable stresses to EIA-222-F. Overstress factor for WL: 1.333 00043 Symbols: 00044 fy = yield stress 00045 P = Axial force in member, c=compression 00046 M = Moment, x=about X axis, y=about Y axis, r=resultant 00047 f = Axial stress in member 00048 F = Allowable stress, a=axial, b=bending, t=torsion, 0=not considered 00049 * = Stress ratio, f/F > 1.0 00050 00051 00052 NB: The design approach of EIA-222-F is based on working stress methods. 00053 00054 Shaft Members - Cross-section: 12 sided polygon 00055 00056 Memb Ht D t fy LC P Mx My Mr T fa 00057 1 32.94 76.0 3.2 248.0 520 0 0 0 0 0 0.0 00058 101 32.83 76.0 3.2 248.0 520 0 0 0 0 0 0.0 00059 201 32.73 76.0 3.2 248.0 520 0 0 0 0 0 0.0 00060 301 32.62 76.0 3.2 248.0 520 0 0 0 0 0 0.0 00061 401 32.51 76.0 3.2 248.0 520 0 0 0 0 0 0.0 00062 501 32.41 76.0 3.2 248.0 520 0 0 0 0 0 0.0 00063 601 32.30 76.0 3.2 248.0 520 0 0 0 0 0 0.1 00064 701 32.19 76.0 3.2 248.0 520 0 0 0 0 0 0.1 00065 801 32.08 76.0 3.2 248.0 520 0 0 0 0 0 0.1 00066 901 31.98 76.0 3.2 248.0 520 0 0 0 0 0 0.1 00067 1001 31.87 76.0 3.2 248.0 520 0 0 0 0 0 0.1 00068 1101 31.76 76.0 3.2 248.0 520 0 0 0 0 0 0.1 00069 1201 31.66 76.0 3.2 248.0 520 0 0 0 0 0 0.1 00070 1301 31.55 76.0 3.2 248.0 520 0 0 0 0 0 0.1 00071 1401 31.44 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00072 1501 31.33 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00073 1601 31.23 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00074 1701 31.12 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00075 1801 31.01 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00076 1901 30.91 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00077 2001 30.80 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00078 2101 30.69 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00079 2201 30.59 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00080 2301 30.48 76.0 3.2 248.0 520 0 0 1 1 0 0.4 00081 2401 30.37 76.0 3.2 248.0 520 0 0 2 2 0 0.5 00082 2501 30.26 76.0 3.2 248.0 520 0 0 2 2 0 0.5 00083 2601 30.16 76.0 3.2 248.0 520 0 0 2 2 0 0.5 00084 2701 30.05 76.0 3.2 248.0 520 0 0 2 2 0 0.5 00085 2801 30.00 218.0 3.2 248.0 520 0 0 2 2 0 0.2 00086 2901 29.62 363.6 4.5 248.0 520 8 0 11 11 1 1.5 00087 3001 29.25 370.7 4.5 248.0 520 8 0 15 15 1 1.5 00088 3101 28.87 377.8 4.5 248.0 520 8 0 19 19 1 1.5 00089 3201 28.50 384.9 4.5 248.0 520 9 0 24 24 0 1.6 00090 3301 28.12 392.1 4.5 248.0 520 9 0 29 29 1 1.6 00091 3401 27.75 399.2 4.5 248.0 520 9 0 34 34 1 1.6

fb 0.1 0.3 0.6 1.1 1.7 2.4 3.3 4.2 5.4 6.6 8.0 9.5 11.2 13.0 47.2 53.5 59.9 66.4 73.1 79.9 86.8 93.8 101.0 108.2 115.7 123.2 130.9 138.6 15.9 24.3 31.8 39.1 46.5 54.1 61.4

Fa 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4

Page 1/4

Fb 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4

Ft 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

ratio 0.000 0.001 0.003 0.006 0.009 0.012 0.017 0.022 0.027 0.034 0.041 0.049 0.057 0.066 0.240 0.272 0.304 0.337 0.370 0.405 0.440 0.475 0.511 0.548 0.585 0.623 0.662 0.701 0.081 0.130 0.168 0.205 0.242 0.281 0.317

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.rpt 00098 00099 00100 00101 00102 00103 00104 00105 00106 00107 00108 00109 00110 00111 00112 00113 00114 00115 00116 00117 00118 00119 00120 00121 00122 00123 00124 00125 00126 00127 00128 00129 00130 00131 00132 00133 00134 00135 00136 00137 00138 00139 00140 00141 00142 00143 00144 00145 00146 00147 00148 00149 00150 00151 00152 00153 00154 00155 00156 00157 00158 00159 00160 00161 00162 00163 00164 00165 00166 00167 00168 00169 00170 00171 00172 00173 00174 00175 00176 00177 00178 00179 00180 00181 00182 00183 00184 00185 00186 00187 00188

4101 4201 4301 4401 4501 4601 4701 4801 4901 5001 5101 5201 5301 5401 5501 5601 5701 5801 5901 6001 6101 6201 6301 6401 6501 6601 6701 6801 6901 7001 7101 7201 7301 7401 7501 7601 7701 7801 7901 8001 8101 Mass Sect 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47

25.12 24.75 24.37 24.00 23.50 23.00 22.50 22.00 21.50 21.00 20.50 20.00 19.50 19.00 18.50 18.00 17.40 16.80 16.20 15.60 15.00 14.40 13.80 13.20 12.60 12.00 11.25 10.50 9.75 9.00 8.25 7.50 6.75 6.00 5.14 4.29 3.43 2.57 1.71 0.86 0.00

449.1 456.2 463.3 470.4 478.8 488.2 497.8 507.2 516.8 526.2 535.8 545.2 554.8 564.2 573.8 583.2 593.7 605.1 616.5 627.9 639.3 650.7 662.1 673.5 684.9 696.3 709.1 723.4 737.6 751.9 766.1 780.4 794.6 808.9 824.1 840.4 856.7 873.0 889.3 905.6 921.9

Summary Size PG1.76X3 PG2.76X3 PG3.76X3 PG4.76X3 PG5.76X3 PG6.76X3 PG7.76X3 PG8.76X3 PG9.76X3 PG10.76X3 PG11.76X3 PG12.76X3 PG13.76X3 PG14.76X3 PG15.76X3 PG16.76X3 PG17.76X3 PG18.76X3 PG19.76X3 PG20.76X3 PG21.76X3 PG22.76X3 PG23.76X3 PG24.76X3 PG25.76X3 PG26.76X3 PG27.76X3 PG28.76X3 PG29.218X3 PG30.364X5 PG31.371X5 PG32.378X5 PG33.385X5 PG34.392X5 PG35.399X5 PG36.406X5 PG37.413X5 PG38.421X5 PG39.428X5 PG40.435X5 PG41.442X5 PG42.449X5 PG43.456X5 PG44.463X5 PG45.470X5 PG46.479X6 PG47.488X6

4.5 4.5 4.5 4.5 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 9.5 9.5 9.5 9.5 9.5 9.5 9.5

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

fy 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248 248

248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0 248.0

520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520 520

L (m) 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.05 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.38 0.50 0.50

13 13 13 13 14 14 15 15 16 16 18 18 19 19 20 20 21 22 23 24 25 26 27 28 29 30 32 33 34 36 37 39 40 42 44 46 48 51 53 55 58 M (kg) 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.88 15.29 15.60 15.90 16.20 16.51 16.81 17.11 17.42 17.72 18.03 18.33 18.63 18.94 19.24 19.54 19.85 35.80 36.52

0 0 0 0 1 1 1 1 2 2 2 2 2 3 3 3 3 4 4 4 5 5 5 6 6 6 7 7 7 8 8 9 9 9 10 10 11 11 12 12 12

81 89 98 107 119 131 144 157 171 185 200 215 230 246 262 278 299 320 341 364 386 409 433 458 483 508 541 574 608 643 679 716 754 792 837 884 931 979 1029 1080 1132

81 89 98 107 119 131 144 157 171 185 200 215 230 246 262 278 299 320 341 364 386 409 433 458 483 508 541 574 608 644 679 716 754 792 837 884 931 980 1029 1080 1132

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

2.0 2.0 2.0 2.0 1.5 1.5 1.5 1.6 1.6 1.6 1.7 1.7 1.8 1.8 1.8 1.8 1.4 1.4 1.5 1.5 1.5 1.6 1.6 1.6 1.7 1.7 1.7 1.8 1.8 1.9 1.9 2.0 2.0 2.0 1.8 1.8 1.9 1.9 2.0 2.0 2.1

115.2 123.3 131.1 138.7 112.9 119.8 126.5 132.9 139.0 144.8 150.7 156.4 161.8 167.0 172.1 177.0 138.8 142.9 146.9 150.6 154.3 157.8 161.2 164.4 167.5 170.5 174.9 178.3 181.6 184.8 187.8 190.7 193.5 196.2 169.0 171.4 173.6 175.8 177.9 180.0 181.9

198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4

Page 2/4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4 198.4

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0.591 0.631 0.671 0.709 0.577 0.612 0.646 0.678 0.709 0.738 0.768 0.797 0.825 0.851 0.877 0.902 0.707 0.728 0.748 0.767 0.786 0.803 0.821 0.837 0.853 0.868 0.890 0.908 0.925 0.941 0.957 0.971 0.986 0.999 0.861 0.873 0.885 0.896 0.907 0.917 0.928

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.rpt 00195 54 PG54.555X6 Y 248 0.50 41.55 00196 55 PG55.564X6 Y 248 0.50 42.27 00197 56 PG56.574X6 Y 248 0.50 42.99 00198 57 PG57.583X6 Y 248 0.50 43.71 00199 58 PG58.594X8 Y 248 0.60 70.96 00200 59 PG59.605X8 Y 248 0.60 72.34 00201 60 PG60.617X8 Y 248 0.60 73.72 00202 61 PG61.628X8 Y 248 0.60 75.10 00203 62 PG62.639X8 Y 248 0.60 76.49 00204 63 PG63.651X8 Y 248 0.60 77.87 00205 64 PG64.662X8 Y 248 0.60 79.25 00206 65 PG65.674X8 Y 248 0.60 80.63 00207 66 PG66.685X8 Y 248 0.60 82.01 00208 67 PG67.696X8 Y 248 0.60 83.39 00209 68 PG68.709X8 Y 248 0.75 106.18 00210 69 PG69.723X8 Y 248 0.75 108.34 00211 70 PG70.738X8 Y 248 0.75 110.50 00212 71 PG71.752X8 Y 248 0.75 112.66 00213 72 PG72.766X8 Y 248 0.75 114.81 00214 73 PG73.780X8 Y 248 0.75 116.97 00215 74 PG74.795X8 Y 248 0.75 119.13 00216 75 PG75.809X8 Y 248 0.75 121.29 00217 76 PG76.824X10 Y 248 0.86 167.43 00218 77 PG77.840X10 Y 248 0.86 170.77 00219 78 PG78.857X10 Y 248 0.86 174.12 00220 79 PG79.873X10 Y 248 0.86 177.47 00221 80 PG80.889X10 Y 248 0.86 180.82 00222 81 PG81.906X10 Y 248 0.86 184.16 00223 82 PG82.922X10 Y 248 0.86 187.51 00224 84 DUMMY Y 248 69.91 6.90 00225 -------00226 3707.77 00227 Mstower V6 Reactions (060619) 00228 00229 EBC EL PACIFICO - MONOPOLO DE 30M 00230 VELOCIDAD DE VIENTO PARA EVALUACION 120KMH 00231 00232 00233 00234 -- L O A D C A S E S -00235 Case Y/N Title 00236 100 Y WEIGHT OF TOWER PLUS ANCILLARIES 00237 200 Y WIND AT 0 TO X AXIS 00238 220 Y WIND AT 45 TO X AXIS 00239 240 Y WIND AT 90 TO X AXIS 00240 260 Y WIND AT 135 TO X AXIS 00241 280 Y WIND AT 180 TO X AXIS 00242 300 Y WIND AT 225 TO X AXIS 00243 320 Y WIND AT 270 TO X AXIS 00244 340 Y WIND AT 315 TO X AXIS 00245 500 Y MAX. TOWER WEIGHT 00246 520 Y CARGA: WIND AT 0 TO X AXIS 00247 540 Y CARGA: WIND AT 45 TO X AXIS 00248 560 Y CARGA: WIND AT 90 TO X AXIS 00249 580 Y CARGA: WIND AT 135 TO X AXIS 00250 600 Y CARGA: WIND AT 180 TO X AXIS 00251 620 Y CARGA: WIND AT 225 TO X AXIS 00252 640 Y CARGA: WIND AT 270 TO X AXIS 00253 660 Y CARGA: WIND AT 315 TO X AXIS 00254 00255 Y = Cases to be checked 00256 N = Not Used 00257 00258 00259 Centroid of supports: 0.000 0.000 0.000 00260 00261 SUPPORT REACTIONS (Applied to tower) 00262 Case Node FX FY FZ MX 00263 100 8102 0.000 0.000 0.921 0.000 00264 Resultant 0.000 0.000 0.921 0.000 00265 00266 200 8102 0.466 0.000 0.000 0.000 00267 Resultant 0.466 0.000 0.000 0.000 00268 00269 220 8102 0.330 0.330 0.000 0.000 00270 Resultant 0.330 0.330 0.000 0.000 00271 00272 240 8102 0.000 0.466 0.000 0.000 00273 Resultant 0.000 0.466 0.000 0.000 00274 00275 260 8102 -0.330 0.330 0.000 0.000 00276 Resultant -0.330 0.330 0.000 0.000 00277 00278 280 8102 -0.466 0.000 0.000 0.000 00279 Resultant -0.466 0.000 0.000 0.000 00280 00281 300 8102 -0.330 -0.330 0.000 0.000 00282 Resultant -0.330 -0.330 0.000 0.000 00283 00284 320 8102 0.000 -0.466 0.000 0.000 00285 Resultant 0.000 -0.466 0.000 0.000

MY 0.000 0.000

MZ 0.000 0.000 at centroid

0.000 0.000

0.000 0.000 at centroid

0.000 0.000


0.000 0.000


0.000 0.000


0.000 0.000


0.000 0.000


0.000 0.000


Page 3/4

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.rpt 00292 00293 00294 00295 00296 00297 00298 00299 00300 00301 00302 00303 00304 00305 00306 00307 00308 00309 00310 00311 00312 00313 00314 00315 00316 00317 00318 00319 00320 00321 00322 00323 00324 00325 00326 00327 00328 00329 00330 00331 00332 00333 00334 00335 00336 00337 00338 00339 00340 00341 00342 00343 00344 00345 00346 00347 00348 00349 00350 00351 00352 00353 00354 00355 00356

520 8102 Resultant

61.197 61.197

-0.423 -0.423

58.656 58.656

12.463 12.463

1132.085 1132.085

-1.079 -1.079 at centroid

540 8102 Resultant

43.826 43.826

39.991 39.991

58.660 58.660

-708.558 -708.558

816.743 816.743


560 8102 Resultant

-0.756 -0.756

58.433 58.433

58.662 -1053.377 58.662 -1053.377

-18.052 -18.052


580 8102 Resultant

-43.315 -43.315

40.855 40.855

58.660 58.660

-801.100 -801.100


600 8102 Resultant

-60.285 -60.285

0.139 0.139

58.658 58.658

0.396 -1107.077 0.396 -1107.077


620 8102 Resultant

-43.381 -43.381

-40.540 -40.540

58.660 58.660

728.679 728.679

-803.966 -803.966


640 8102 Resultant

0.689 0.689

-58.456 -58.456

58.661 58.661

1059.013 1059.013

16.729 16.729


660 8102 Resultant

44.214 44.214

-41.313 -41.313

58.658 58.658

747.405 747.405

826.240 826.240


SUPPORT REACTIONS (Along Leg) Case Memb Fx Fy 100 8101 -0.921 0.000

Fz 0.000

Mx 0.000

My 0.000

Mz 0.000

-730.146 -730.146

200

8101

0.000

0.466

0.000

0.000

0.000

0.000

220

8101

0.000

0.330

-0.330

0.000

0.000

0.000

240

8101

0.000

0.000

-0.466

0.000

0.000

0.000

260

8101

0.000

-0.330

-0.330

0.000

0.000

0.000

280

8101

0.000

-0.466

0.000

0.000

0.000

0.000

300

8101

0.000

-0.330

0.330

0.000

0.000

0.000

320

8101

0.000

0.000

0.466

0.000

0.000

0.000

340

8101

0.000

0.330

0.330

0.000

0.000

0.000

500

8101

-68.488

0.000

0.000

0.000

2.892

-0.821

520

8101

-58.656

61.197

0.423

1.079

540

8101

-58.660

43.826

-39.991

1.266

-708.558

-816.743

560

8101

-58.662

-0.756

-58.433

0.297 -1053.377

18.052

580

8101

-58.660

-43.315

-40.855

-0.901

-730.146

801.100

600

8101

-58.658

-60.285

-0.139

-0.870

0.396

1107.077

620

8101

-58.660

-43.381

40.540

-0.963

728.679

803.966

640

8101

-58.661

0.689

58.456

-0.788

1059.013

-16.729

660

8101

-58.658

44.214

41.313

0.925

747.405

-826.240

12.463 -1132.085

Page 4/4

14. DEFORMACIONES DE LA ESTRUCTURA EXISTENTE PARA UNA VELOCIDAD OPERACIONAL DE 90KMH.

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.p1 00001 00002 00003 00004 00005 00006 00007 00008 00009 00010 00011 00012 00013 00014 00015 00016 00017 00018 00019 00020 00021 00022 00023 00024 00025 00026 00027 00028 00029 00030 00031 00032 00033

-- I N P U T / A N A L Y S I S

R E P O R T --

Job:

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE

Title:

EBC EL PACIFICO - MONOPOLO DE 30M VELOCIDAD DE VIENTO PARA EVALUACION 120KMH Space frame 03-FEB-13 21:04:53

Type: Date: Time:

Nodes ................ ............. Members .............. ............. Spring supports ................ ... Sections ............... ........... Materials .............. ........... Primary load cases ................ Combination load cases ............

415 414 0 83 1 9 9

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

Page 1/10

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.p1 00001 00002 00003 00004 00005 00006 00007 00008 00009 00010 00011 00012 00013 00014 00015 00016 00017 00018 00019 00020 00021 00022 00023 00024 00025 00026 00027 00028 00029 00030 00031 00032 00033 00034 00035 00036 00037 00038 00039 00040 00041 00042 00043 00044 00045 00046 00047 00048 00049 00050 00051 00052 00053 00054 00055 00056 00057 00058 00059 00060 00061 00062 00063 00064 00065 00066 00067 00068 00069 00070 00071 00072 00073 00074 00075 00076 00077 00078 00079 00080 00081 00082 00083 00084 00085 00086 00087 00088 00089 00090 00091

-- I N P U T / A N A L Y S I S

R E P O R T --

Job:

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE

Title:

EBC EL PACIFICO - MONOPOLO DE 30M VELOCIDAD DE VIENTO PARA EVALUACION 120KMH Space frame 03-FEB-13 21:04:53

Type: Date: Time:

Nodes ................ ............. Members .............. ............. Spring supports ................ ... Sections ............... ........... Materials .............. ........... Primary load cases ................ Combination load cases ............

415 414 0 83 1 9 9

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 CASE Node 1 2 3 4 5 6 102 103 104 105 106 202 203 204 205 206 302 303 304 305 306 402 403 404 405 406 502 503 504 505 506 602 603 604 605 606 702 703 704 705 706 802 803 804 805 806 902

D I S P L A C E M E N T S --

520: CARGA: WIND AT 0 TO X AXIS X-Disp m -0.6741 -0.6690 -0.6741 -0.6741 -0.6741 -0.6741 -0.6640 -0.6690 -0.6691 -0.6690 -0.6690 -0.6589 -0.6640 -0.6640 -0.6640 -0.6640 -0.6538 -0.6589 -0.6589 -0.6589 -0.6589 -0.6487 -0.6538 -0.6538 -0.6538 -0.6538 -0.6436 -0.6487 -0.6487 -0.6487 -0.6487 -0.6385 -0.6436 -0.6436 -0.6436 -0.6436 -0.6335 -0.6385 -0.6386 -0.6385 -0.6385 -0.6284 -0.6335 -0.6335 -0.6335 -0.6335 -0.6233

Y-Disp m 0.0057 0.0058 0.0057 0.0057 0.0057 0.0057 0.0059 0.0058 0.0058 0.0058 0.0058 0.0060 0.0059 0.0059 0.0059 0.0059 0.0060 0.0060 0.0060 0.0059 0.0060 0.0061 0.0060 0.0060 0.0060 0.0060 0.0062 0.0061 0.0061 0.0061 0.0061 0.0063 0.0062 0.0062 0.0062 0.0062 0.0064 0.0063 0.0063 0.0063 0.0063 0.0064 0.0064 0.0064 0.0063 0.0064 0.0065

Z-Disp m -0.0099 -0.0098 -0.0081 -0.0099 -0.0117 -0.0100 -0.0097 -0.0080 -0.0098 -0.0116 -0.0099 -0.0096 -0.0079 -0.0097 -0.0115 -0.0097 -0.0095 -0.0078 -0.0096 -0.0114 -0.0096 -0.0093 -0.0077 -0.0094 -0.0113 -0.0095 -0.0092 -0.0075 -0.0093 -0.0111 -0.0094 -0.0091 -0.0074 -0.0092 -0.0110 -0.0092 -0.0090 -0.0073 -0.0091 -0.0109 -0.0091 -0.0089 -0.0072 -0.0090 -0.0108 -0.0090 -0.0087

X-Rotn rad 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074

Y-Rotn rad -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04748 -0.04747 -0.04748 -0.04748 -0.04748 -0.04748 -0.04746 -0.04747 -0.04747 -0.04747 -0.04747 -0.04744 -0.04746 -0.04746 -0.04746 -0.04746 -0.04742 -0.04744 -0.04744 -0.04744 -0.04744 -0.04740 -0.04742 -0.04742 -0.04742 -0.04742 -0.04736 -0.04740 -0.04740 -0.04740 -0.04740 -0.04731

Z-Rotn rad 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027

Page 1/10


1004 1005 1006 1102 1103 1104 1105 1106 1202 1203 1204 1205 1206 1302 1303 1304 1305 1306 1402 1403 1404 1405 1406 1502 1503 1504 1505 1506 1602 1603 1604 1605 1606 1702 1703 1704 1705 1706 1802 1803 1804 1805 1806 1902 1903 1904 1905 1906 2002 2003 2004 2005 2006 2102 2103 2104 2105 2106 2202 2203 2204 2205 2206 2302 2303 2304 2305 2306 2402 2403 2404 2405 2406 2502 2503 2504 2505 2506 2602 2603 2604 2605 2606 2702 2703 2704 2705 2706 2802 2803 2804

-0.6233 -0.6233 -0.6233 -0.6132 -0.6183 -0.6183 -0.6183 -0.6183 -0.6082 -0.6132 -0.6132 -0.6132 -0.6132 -0.6031 -0.6082 -0.6082 -0.6082 -0.6081 -0.5981 -0.6031 -0.6031 -0.6031 -0.6031 -0.5932 -0.5981 -0.5981 -0.5981 -0.5981 -0.5883 -0.5932 -0.5932 -0.5932 -0.5931 -0.5834 -0.5883 -0.5883 -0.5883 -0.5882 -0.5787 -0.5834 -0.5834 -0.5834 -0.5834 -0.5740 -0.5787 -0.5787 -0.5787 -0.5787 -0.5694 -0.5740 -0.5740 -0.5740 -0.5740 -0.5649 -0.5694 -0.5694 -0.5694 -0.5694 -0.5605 -0.5649 -0.5649 -0.5649 -0.5649 -0.5562 -0.5605 -0.5605 -0.5605 -0.5605 -0.5520 -0.5562 -0.5562 -0.5562 -0.5562 -0.5479 -0.5520 -0.5520 -0.5520 -0.5519 -0.5439 -0.5479 -0.5479 -0.5479 -0.5478 -0.5400 -0.5439 -0.5439 -0.5439 -0.5439 -0.5382 -0.5400 -0.5401

0.0065 0.0065 0.0065 0.0067 0.0066 0.0066 0.0066 0.0066 0.0068 0.0067 0.0067 0.0067 0.0067 0.0068 0.0068 0.0068 0.0067 0.0068 0.0069 0.0068 0.0068 0.0068 0.0068 0.0070 0.0069 0.0069 0.0069 0.0069 0.0071 0.0070 0.0070 0.0070 0.0070 0.0071 0.0071 0.0071 0.0070 0.0071 0.0072 0.0071 0.0071 0.0071 0.0071 0.0072 0.0072 0.0072 0.0071 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 0.0073 0.0072 0.0072 0.0072 0.0072 0.0073 0.0073 0.0073 0.0072 0.0073 0.0073 0.0073 0.0073 0.0073 0.0073 0.0073 0.0073 0.0073 0.0073 0.0073 0.0072 0.0073 0.0073 0.0073 0.0073 0.0072 0.0073 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072 0.0072

-0.0087 -0.0105 -0.0088 -0.0085 -0.0068 -0.0086 -0.0104 -0.0086 -0.0084 -0.0067 -0.0085 -0.0103 -0.0085 -0.0083 -0.0066 -0.0084 -0.0102 -0.0084 -0.0081 -0.0065 -0.0082 -0.0100 -0.0083 -0.0080 -0.0064 -0.0081 -0.0099 -0.0082 -0.0079 -0.0063 -0.0080 -0.0098 -0.0081 -0.0078 -0.0062 -0.0079 -0.0096 -0.0079 -0.0077 -0.0061 -0.0078 -0.0095 -0.0078 -0.0076 -0.0060 -0.0077 -0.0094 -0.0077 -0.0075 -0.0060 -0.0076 -0.0092 -0.0076 -0.0074 -0.0059 -0.0075 -0.0091 -0.0075 -0.0073 -0.0058 -0.0074 -0.0090 -0.0074 -0.0072 -0.0058 -0.0073 -0.0089 -0.0073 -0.0071 -0.0057 -0.0072 -0.0087 -0.0072 -0.0071 -0.0057 -0.0071 -0.0086 -0.0071 -0.0070 -0.0056 -0.0071 -0.0085 -0.0071 -0.0069 -0.0056 -0.0070 -0.0084 -0.0070 -0.0069 -0.0031 -0.0070

0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00074 0.00068 0.00074 0.00074 0.00074 0.00074 0.00062 0.00068 0.00068 0.00068 0.00068 0.00055 0.00062 0.00062 0.00062 0.00062 0.00048 0.00055 0.00055 0.00055 0.00055 0.00041 0.00048 0.00048 0.00048 0.00048 0.00033 0.00041 0.00041 0.00041 0.00041 0.00025 0.00033 0.00033 0.00033 0.00033 0.00016 0.00025 0.00025 0.00025 0.00025 0.00007 0.00016 0.00016 0.00016 0.00016 -0.00002 0.00007 0.00007 0.00007 0.00007 -0.00012 -0.00002 -0.00002 -0.00002 -0.00002 -0.00022 -0.00012 -0.00012 -0.00012 -0.00012 -0.00033 -0.00022 -0.00022 -0.00022 -0.00022 -0.00044 -0.00033 -0.00033 -0.00033 -0.00033 -0.00044 -0.00044 -0.00044

-0.04731 -0.04731 -0.04731 -0.04719 -0.04726 -0.04726 -0.04726 -0.04726 -0.04712 -0.04719 -0.04719 -0.04719 -0.04719 -0.04702 -0.04712 -0.04712 -0.04712 -0.04712 -0.04652 -0.04702 -0.04702 -0.04702 -0.04702 -0.04597 -0.04652 -0.04652 -0.04652 -0.04652 -0.04538 -0.04597 -0.04597 -0.04597 -0.04597 -0.04473 -0.04538 -0.04538 -0.04538 -0.04538 -0.04404 -0.04473 -0.04473 -0.04473 -0.04473 -0.04330 -0.04404 -0.04404 -0.04404 -0.04404 -0.04250 -0.04330 -0.04330 -0.04330 -0.04330 -0.04166 -0.04250 -0.04250 -0.04250 -0.04250 -0.04076 -0.04166 -0.04166 -0.04166 -0.04166 -0.03981 -0.04076 -0.04076 -0.04076 -0.04076 -0.03880 -0.03981 -0.03981 -0.03981 -0.03981 -0.03773 -0.03880 -0.03880 -0.03880 -0.03880 -0.03661 -0.03773 -0.03773 -0.03773 -0.03773 -0.03543 -0.03661 -0.03661 -0.03661 -0.03661 -0.03541 -0.03543 -0.03543

0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00028 0.00027 0.00027 0.00027 0.00027 0.00028 0.00028 0.00028 0.00028 0.00028 0.00029 0.00028 0.00028 0.00028 0.00028 0.00029 0.00029 0.00029 0.00029 0.00029 0.00030 0.00029 0.00029 0.00029 0.00029 0.00030 0.00030 0.00030 0.00030 0.00030 0.00031 0.00030 0.00030 0.00030 0.00030 0.00031 0.00031 0.00031 0.00031 0.00031 0.00032 0.00031 0.00031 0.00031 0.00031 0.00032 0.00032 0.00032 0.00032 0.00032 0.00032 0.00032 0.00032 0.00032 0.00032 0.00033 0.00032 0.00032 0.00032 0.00032 0.00033 0.00033 0.00033 0.00033 0.00033 0.00033 0.00033 0.00033

Page 2/10


2906 3002 3003 3004 3005 3006 3102 3103 3104 3105 3106 3202 3203 3204 3205 3206 3302 3303 3304 3305 3306 3402 3403 3404 3405 3406 3502 3503 3504 3505 3506 3602 3603 3604 3605 3606 3702 3703 3704 3705 3706 3802 3803 3804 3805 3806 3902 3903 3904 3905 3906 4002 4003 4004 4005 4006 4102 4103 4104 4105 4106 4202 4203 4204 4205 4206 4302 4303 4304 4305 4306 4402 4403 4404 4405 4406 4502 4503 4504 4505 4506 4602 4603 4604 4605 4606 4702 4703 4704 4705 4706

-0.5382 -0.5118 -0.5250 -0.5250 -0.5250 -0.5249 -0.4986 -0.5118 -0.5118 -0.5118 -0.5117 -0.4856 -0.4986 -0.4987 -0.4986 -0.4986 -0.4726 -0.4856 -0.4856 -0.4856 -0.4855 -0.4597 -0.4726 -0.4726 -0.4726 -0.4725 -0.4469 -0.4597 -0.4598 -0.4597 -0.4597 -0.4343 -0.4469 -0.4470 -0.4469 -0.4469 -0.4218 -0.4343 -0.4344 -0.4343 -0.4343 -0.4094 -0.4218 -0.4219 -0.4218 -0.4218 -0.3972 -0.4094 -0.4095 -0.4094 -0.4094 -0.3852 -0.3972 -0.3973 -0.3972 -0.3972 -0.3733 -0.3852 -0.3852 -0.3852 -0.3852 -0.3617 -0.3733 -0.3734 -0.3733 -0.3733 -0.3502 -0.3617 -0.3617 -0.3617 -0.3616 -0.3389 -0.3502 -0.3502 -0.3502 -0.3502 -0.3242 -0.3389 -0.3390 -0.3389 -0.3389 -0.3098 -0.3242 -0.3242 -0.3242 -0.3242 -0.2957 -0.3098 -0.3098 -0.3098 -0.3098

0.0072 0.0068 0.0071 0.0070 0.0069 0.0070 0.0067 0.0069 0.0068 0.0068 0.0068 0.0065 0.0067 0.0067 0.0066 0.0067 0.0064 0.0066 0.0065 0.0065 0.0065 0.0062 0.0064 0.0064 0.0063 0.0064 0.0060 0.0062 0.0062 0.0061 0.0062 0.0059 0.0061 0.0060 0.0060 0.0060 0.0057 0.0059 0.0059 0.0058 0.0059 0.0055 0.0058 0.0057 0.0057 0.0057 0.0054 0.0056 0.0055 0.0055 0.0055 0.0052 0.0054 0.0054 0.0054 0.0054 0.0051 0.0053 0.0052 0.0052 0.0052 0.0049 0.0051 0.0051 0.0051 0.0051 0.0048 0.0050 0.0049 0.0049 0.0049 0.0046 0.0048 0.0048 0.0048 0.0048 0.0044 0.0047 0.0046 0.0046 0.0046 0.0042 0.0045 0.0044 0.0044 0.0044 0.0041 0.0043 0.0042 0.0042 0.0042

-0.0068 -0.0064 -0.0001 -0.0067 -0.0132 -0.0066 -0.0062 0.0002 -0.0065 -0.0131 -0.0063 -0.0060 0.0005 -0.0063 -0.0129 -0.0061 -0.0057 0.0009 -0.0060 -0.0128 -0.0059 -0.0055 0.0012 -0.0058 -0.0126 -0.0056 -0.0053 0.0014 -0.0056 -0.0124 -0.0054 -0.0051 0.0017 -0.0054 -0.0123 -0.0052 -0.0049 0.0020 -0.0052 -0.0121 -0.0050 -0.0046 0.0022 -0.0049 -0.0119 -0.0048 -0.0044 0.0025 -0.0047 -0.0118 -0.0046 -0.0042 0.0027 -0.0045 -0.0116 -0.0043 -0.0041 0.0029 -0.0043 -0.0114 -0.0042 -0.0039 0.0031 -0.0041 -0.0112 -0.0040 -0.0037 0.0033 -0.0040 -0.0110 -0.0038 -0.0035 0.0034 -0.0038 -0.0108 -0.0036 -0.0033 0.0036 -0.0036 -0.0106 -0.0034 -0.0031 0.0038 -0.0034 -0.0104 -0.0032 -0.0029 0.0040 -0.0032 -0.0102 -0.0030

-0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00044 -0.00043 -0.00044 -0.00044 -0.00044 -0.00044 -0.00042 -0.00043 -0.00043 -0.00043 -0.00043 -0.00041 -0.00042 -0.00042 -0.00042 -0.00042 -0.00041 -0.00041 -0.00041 -0.00041 -0.00041 -0.00041 -0.00041 -0.00041 -0.00041 -0.00041 -0.00040 -0.00041 -0.00041 -0.00041 -0.00041 -0.00040 -0.00040 -0.00040 -0.00040 -0.00040 -0.00039 -0.00040 -0.00040 -0.00040 -0.00040 -0.00039 -0.00039 -0.00039 -0.00039 -0.00039 -0.00038 -0.00039 -0.00039 -0.00039 -0.00039

-0.03541 -0.03514 -0.03530 -0.03530 -0.03530 -0.03530 -0.03496 -0.03514 -0.03514 -0.03514 -0.03514 -0.03473 -0.03496 -0.03496 -0.03496 -0.03496 -0.03448 -0.03473 -0.03473 -0.03473 -0.03473 -0.03419 -0.03448 -0.03448 -0.03448 -0.03448 -0.03388 -0.03419 -0.03419 -0.03419 -0.03419 -0.03353 -0.03388 -0.03388 -0.03388 -0.03388 -0.03316 -0.03353 -0.03353 -0.03353 -0.03353 -0.03275 -0.03316 -0.03316 -0.03316 -0.03316 -0.03232 -0.03275 -0.03275 -0.03275 -0.03275 -0.03186 -0.03232 -0.03232 -0.03232 -0.03232 -0.03137 -0.03186 -0.03186 -0.03186 -0.03186 -0.03086 -0.03137 -0.03137 -0.03137 -0.03137 -0.03032 -0.03086 -0.03086 -0.03086 -0.03086 -0.02975 -0.03032 -0.03032 -0.03032 -0.03032 -0.02915 -0.02975 -0.02975 -0.02975 -0.02975 -0.02853 -0.02915 -0.02915 -0.02915 -0.02915 -0.02788 -0.02853 -0.02853 -0.02853 -0.02853

0.00033 0.00031 0.00032 0.00032 0.00032 0.00032 0.00030 0.00031 0.00031 0.00031 0.00031 0.00029 0.00030 0.00030 0.00030 0.00030 0.00028 0.00029 0.00029 0.00029 0.00029 0.00027 0.00028 0.00028 0.00028 0.00028 0.00026 0.00027 0.00027 0.00027 0.00027 0.00025 0.00026 0.00026 0.00026 0.00026 0.00024 0.00025 0.00025 0.00025 0.00025 0.00021 0.00024 0.00024 0.00024 0.00024 0.00018 0.00021 0.00021 0.00021 0.00021 0.00016 0.00018 0.00018 0.00018 0.00018 0.00015 0.00016 0.00016 0.00016 0.00016 0.00014 0.00015 0.00015 0.00015 0.00015 0.00013 0.00014 0.00014 0.00014 0.00014 0.00012 0.00013 0.00013 0.00013 0.00013 0.00011 0.00012 0.00012 0.00012 0.00012 0.00010 0.00011 0.00011 0.00011 0.00011 0.00010 0.00010 0.00010 0.00010 0.00010

Page 3/10


4903 4904 4905 4906 5002 5003 5004 5005 5006 5102 5103 5104 5105 5106 5202 5203 5204 5205 5206 5302 5303 5304 5305 5306 5402 5403 5404 5405 5406 5502 5503 5504 5505 5506 5602 5603 5604 5605 5606 5702 5703 5704 5705 5706 5802 5803 5804 5805 5806 5902 5903 5904 5905 5906 6002 6003 6004 6005 6006 6102 6103 6104 6105 6106 6202 6203 6204 6205 6206 6302 6303 6304 6305 6306 6402 6403 6404 6405 6406 6502 6503 6504 6505 6506 6602 6603 6604 6605 6606 6702 6703

-0.2819 -0.2819 -0.2819 -0.2819 -0.2554 -0.2685 -0.2685 -0.2685 -0.2684 -0.2426 -0.2554 -0.2554 -0.2554 -0.2554 -0.2303 -0.2426 -0.2427 -0.2426 -0.2426 -0.2183 -0.2303 -0.2303 -0.2303 -0.2303 -0.2067 -0.2183 -0.2183 -0.2183 -0.2183 -0.1954 -0.2067 -0.2067 -0.2067 -0.2066 -0.1846 -0.1954 -0.1954 -0.1954 -0.1954 -0.1720 -0.1846 -0.1846 -0.1846 -0.1846 -0.1599 -0.1720 -0.1720 -0.1720 -0.1720 -0.1482 -0.1599 -0.1599 -0.1599 -0.1599 -0.1369 -0.1482 -0.1482 -0.1482 -0.1482 -0.1261 -0.1369 -0.1369 -0.1369 -0.1369 -0.1158 -0.1261 -0.1261 -0.1261 -0.1261 -0.1059 -0.1158 -0.1158 -0.1158 -0.1158 -0.0964 -0.1059 -0.1059 -0.1059 -0.1059 -0.0874 -0.0964 -0.0964 -0.0964 -0.0964 -0.0789 -0.0874 -0.0874 -0.0874 -0.0874 -0.0689 -0.0789

0.0039 0.0039 0.0038 0.0039 0.0035 0.0037 0.0037 0.0037 0.0037 0.0033 0.0035 0.0035 0.0035 0.0035 0.0032 0.0033 0.0033 0.0033 0.0033 0.0030 0.0032 0.0032 0.0031 0.0032 0.0028 0.0030 0.0030 0.0030 0.0030 0.0027 0.0029 0.0028 0.0028 0.0028 0.0025 0.0027 0.0027 0.0027 0.0027 0.0024 0.0025 0.0025 0.0025 0.0025 0.0022 0.0024 0.0024 0.0023 0.0024 0.0020 0.0022 0.0022 0.0022 0.0022 0.0019 0.0020 0.0020 0.0020 0.0020 0.0017 0.0019 0.0019 0.0019 0.0019 0.0016 0.0017 0.0017 0.0017 0.0017 0.0014 0.0016 0.0016 0.0016 0.0016 0.0013 0.0014 0.0014 0.0014 0.0014 0.0012 0.0013 0.0013 0.0013 0.0013 0.0011 0.0012 0.0012 0.0012 0.0012 0.0009 0.0011

0.0043 -0.0028 -0.0097 -0.0026 -0.0023 0.0045 -0.0026 -0.0095 -0.0024 -0.0022 0.0046 -0.0024 -0.0092 -0.0022 -0.0020 0.0047 -0.0023 -0.0090 -0.0021 -0.0019 0.0048 -0.0021 -0.0088 -0.0019 -0.0017 0.0048 -0.0019 -0.0085 -0.0018 -0.0016 0.0048 -0.0018 -0.0083 -0.0016 -0.0015 0.0049 -0.0017 -0.0080 -0.0015 -0.0013 0.0049 -0.0015 -0.0078 -0.0014 -0.0012 0.0049 -0.0014 -0.0075 -0.0012 -0.0011 0.0049 -0.0013 -0.0073 -0.0011 -0.0010 0.0049 -0.0012 -0.0071 -0.0010 -0.0009 0.0049 -0.0011 -0.0068 -0.0009 -0.0008 0.0049 -0.0009 -0.0066 -0.0008 -0.0007 0.0048 -0.0008 -0.0064 -0.0007 -0.0006 0.0047 -0.0008 -0.0061 -0.0006 -0.0005 0.0047 -0.0007 -0.0059 -0.0005 -0.0005 0.0046 -0.0006 -0.0056 -0.0005 -0.0004 0.0044

-0.00037 -0.00037 -0.00037 -0.00037 -0.00035 -0.00036 -0.00036 -0.00036 -0.00036 -0.00035 -0.00035 -0.00035 -0.00035 -0.00035 -0.00034 -0.00035 -0.00035 -0.00035 -0.00035 -0.00033 -0.00034 -0.00034 -0.00034 -0.00034 -0.00032 -0.00033 -0.00033 -0.00033 -0.00033 -0.00031 -0.00032 -0.00032 -0.00032 -0.00032 -0.00030 -0.00031 -0.00031 -0.00031 -0.00031 -0.00029 -0.00030 -0.00030 -0.00030 -0.00030 -0.00028 -0.00029 -0.00029 -0.00029 -0.00029 -0.00027 -0.00028 -0.00028 -0.00028 -0.00028 -0.00026 -0.00027 -0.00027 -0.00027 -0.00027 -0.00025 -0.00026 -0.00026 -0.00026 -0.00026 -0.00023 -0.00025 -0.00025 -0.00025 -0.00025 -0.00022 -0.00023 -0.00023 -0.00023 -0.00023 -0.00021 -0.00022 -0.00022 -0.00022 -0.00022 -0.00020 -0.00021 -0.00021 -0.00021 -0.00021 -0.00019 -0.00020 -0.00020 -0.00020 -0.00020 -0.00018 -0.00019

-0.02722 -0.02722 -0.02722 -0.02722 -0.02582 -0.02653 -0.02653 -0.02653 -0.02653 -0.02510 -0.02582 -0.02582 -0.02582 -0.02582 -0.02437 -0.02510 -0.02510 -0.02510 -0.02510 -0.02362 -0.02437 -0.02437 -0.02437 -0.02437 -0.02286 -0.02362 -0.02362 -0.02362 -0.02362 -0.02208 -0.02286 -0.02286 -0.02286 -0.02286 -0.02130 -0.02208 -0.02208 -0.02208 -0.02208 -0.02058 -0.02130 -0.02130 -0.02130 -0.02130 -0.01985 -0.02058 -0.02058 -0.02058 -0.02058 -0.01911 -0.01985 -0.01985 -0.01985 -0.01985 -0.01837 -0.01911 -0.01911 -0.01911 -0.01911 -0.01763 -0.01837 -0.01837 -0.01837 -0.01837 -0.01688 -0.01763 -0.01763 -0.01763 -0.01763 -0.01612 -0.01688 -0.01688 -0.01688 -0.01688 -0.01536 -0.01612 -0.01612 -0.01612 -0.01612 -0.01460 -0.01536 -0.01536 -0.01536 -0.01536 -0.01384 -0.01460 -0.01460 -0.01460 -0.01460 -0.01289 -0.01384

0.00009 0.00009 0.00009 0.00009 0.00008 0.00008 0.00008 0.00008 0.00008 0.00007 0.00008 0.00008 0.00008 0.00008 0.00007 0.00007 0.00007 0.00007 0.00007 0.00006 0.00007 0.00007 0.00007 0.00007 0.00006 0.00006 0.00006 0.00006 0.00006 0.00005 0.00006 0.00006 0.00006 0.00006 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00004 0.00005 0.00005 0.00005 0.00005 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00003 0.00004 0.00004 0.00004 0.00004 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00002 0.00003 0.00003 0.00003 0.00003 0.00002 0.00002

Page 4/10

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.p1 00389 6805 -0.0689 0.0009 -0.0051 -0.00018 00390 6806 -0.0689 0.0009 -0.0003 -0.00018 00391 6902 -0.0510 0.0007 -0.0003 -0.00015 00392 6903 -0.0596 0.0008 0.0041 -0.00016 00393 6904 -0.0596 0.0008 -0.0004 -0.00016 00394 6905 -0.0596 0.0008 -0.0047 -0.00016 00395 6906 -0.0596 0.0008 -0.0003 -0.00016 00396 7002 -0.0431 0.0006 -0.0002 -0.00014 00397 7003 -0.0510 0.0007 0.0039 -0.00015 00398 7004 -0.0510 0.0007 -0.0003 -0.00015 00399 7005 -0.0510 0.0007 -0.0044 -0.00015 00400 7006 -0.0510 0.0007 -0.0002 -0.00015 00401 7102 -0.0359 0.0005 -0.0002 -0.00012 00402 7103 -0.0431 0.0006 0.0036 -0.00014 00403 7104 -0.0431 0.0006 -0.0003 -0.00014 00404 7105 -0.0431 0.0006 -0.0041 -0.00014 00405 7106 -0.0431 0.0006 -0.0002 -0.00014 00406 7202 -0.0294 0.0004 -0.0001 -0.00011 00407 7203 -0.0359 0.0005 0.0034 -0.00012 00408 7204 -0.0359 0.0005 -0.0002 -0.00012 00409 7205 -0.0359 0.0005 -0.0037 -0.00012 00410 7206 -0.0359 0.0005 -0.0001 -0.00012 00411 7302 -0.0237 0.0003 -0.0001 -0.00010 00412 7303 -0.0294 0.0004 0.0031 -0.00011 00413 7304 -0.0294 0.0004 -0.0002 -0.00011 00414 7305 -0.0294 0.0004 -0.0034 -0.00011 00415 7306 -0.0294 0.0004 -0.0001 -0.00011 00416 7402 -0.0186 0.0002 -0.0001 -0.00008 00417 7403 -0.0237 0.0003 0.0028 -0.00010 00418 7404 -0.0237 0.0003 -0.0002 -0.00010 00419 7405 -0.0237 0.0003 -0.0030 -0.00010 00420 7406 -0.0237 0.0003 -0.0001 -0.00010 00421 7502 -0.0137 0.0002 -0.0001 -0.00007 00422 7503 -0.0186 0.0002 0.0025 -0.00008 00423 7504 -0.0186 0.0002 -0.0001 -0.00008 00424 7505 -0.0186 0.0002 -0.0027 -0.00008 00425 7506 -0.0186 0.0002 -0.0001 -0.00008 00426 7602 -0.0095 0.0001 -0.0001 -0.00006 00427 7603 -0.0137 0.0002 0.0022 -0.00007 00428 7604 -0.0137 0.0002 -0.0001 -0.00007 00429 7605 -0.0137 0.0002 -0.0023 -0.00007 00430 7606 -0.0137 0.0002 0.0000 -0.00007 00431 7702 -0.0061 0.0001 0.0000 -0.00005 00432 7703 -0.0095 0.0001 0.0018 -0.00006 00433 7704 -0.0095 0.0001 -0.0001 -0.00006 00434 7705 -0.0095 0.0001 -0.0020 -0.00006 00435 7706 -0.0095 0.0001 0.0000 -0.00006 00436 7802 -0.0034 0.0000 0.0000 -0.00003 00437 7803 -0.0061 0.0001 0.0015 -0.00005 00438 7804 -0.0061 0.0001 -0.0001 -0.00005 00439 7805 -0.0061 0.0001 -0.0016 -0.00005 00440 7806 -0.0061 0.0001 0.0000 -0.00005 00441 7902 -0.0015 0.0000 0.0000 -0.00002 00442 7903 -0.0034 0.0000 0.0011 -0.00003 00443 7904 -0.0034 0.0000 0.0000 -0.00003 00444 7905 -0.0034 0.0000 -0.0012 -0.00003 00445 7906 -0.0034 0.0000 0.0000 -0.00003 00446 8002 -0.0004 0.0000 0.0000 -0.00001 00447 8003 -0.0015 0.0000 0.0008 -0.00002 00448 8004 -0.0015 0.0000 0.0000 -0.00002 00449 8005 -0.0015 0.0000 -0.0008 -0.00002 00450 8006 -0.0015 0.0000 0.0000 -0.00002 00451 8102 0.0000 0.0000 0.0000 0.00000 00452 8103 -0.0004 0.0000 0.0004 -0.00001 00453 8104 -0.0004 0.0000 0.0000 -0.00001 00454 8105 -0.0004 0.0000 -0.0004 -0.00001 00455 8106 -0.0004 0.0000 0.0000 -0.00001 00456 8203 0.0000 0.0000 0.0000 0.00000 00457 8204 0.0000 0.0000 0.0000 0.00000 00458 8205 0.0000 0.0000 0.0000 0.00000 00459 8206 0.0000 0.0000 0.0000 0.00000 00460 00461 00462 -- N O D E D I S P L A C E M E N T S -00463 00464 CASE 660: CARGA: WIND AT 315 TO X AXIS 00465 00466 Node X-Disp Y-Disp Z-Disp X-Rotn 00467 m m m rad 00468 1 -0.4985 0.4264 -0.0094 -0.02543 00469 2 -0.4946 0.4237 -0.0093 -0.02543 00470 3 -0.4985 0.4263 -0.0080 -0.02543 00471 4 -0.4984 0.4264 -0.0103 -0.02543 00472 5 -0.4985 0.4265 -0.0107 -0.02543 00473 6 -0.4986 0.4264 -0.0084 -0.02543 00474 102 -0.4907 0.4210 -0.0091 -0.02543 00475 103 -0.4946 0.4236 -0.0079 -0.02543 00476 104 -0.4945 0.4237 -0.0102 -0.02543 00477 105 -0.4946 0.4238 -0.0106 -0.02543 00478 106 -0.4947 0.4237 -0.0083 -0.02543 00479 202 -0.4868 0.4182 -0.0090 -0.02542

-0.01289 -0.01289 -0.01099 -0.01194 -0.01194 -0.01194 -0.01194 -0.01003 -0.01099 -0.01099 -0.01099 -0.01099 -0.00908 -0.01003 -0.01003 -0.01003 -0.01003 -0.00814 -0.00908 -0.00908 -0.00908 -0.00908 -0.00719 -0.00814 -0.00814 -0.00814 -0.00814 -0.00625 -0.00719 -0.00719 -0.00719 -0.00719 -0.00534 -0.00625 -0.00625 -0.00625 -0.00625 -0.00444 -0.00534 -0.00534 -0.00534 -0.00534 -0.00354 -0.00444 -0.00444 -0.00444 -0.00444 -0.00265 -0.00354 -0.00354 -0.00354 -0.00354 -0.00176 -0.00265 -0.00265 -0.00265 -0.00265 -0.00088 -0.00176 -0.00176 -0.00176 -0.00176 0.00000 -0.00088 -0.00088 -0.00088 -0.00088 0.00000 0.00000 0.00000 0.00000

0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00001 0.00002 0.00002 0.00002 0.00002 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00000 0.00001 0.00001 0.00001 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

Y-Rotn rad -0.03651 -0.03651 -0.03651 -0.03651 -0.03651 -0.03651 -0.03651 -0.03651 -0.03651 -0.03651 -0.03651 -0.03651

Z-Rotn rad -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282

Page 5/10


304 305 306 402 403 404 405 406 502 503 504 505 506 602 603 604 605 606 702 703 704 705 706 802 803 804 805 806 902 903 904 905 906 1002 1003 1004 1005 1006 1102 1103 1104 1105 1106 1202 1203 1204 1205 1206 1302 1303 1304 1305 1306 1402 1403 1404 1405 1406 1502 1503 1504 1505 1506 1602 1603 1604 1605 1606 1702 1703 1704 1705 1706 1802 1803 1804 1805 1806 1902 1903 1904 1905 1906 2002 2003 2004 2005 2006 2102 2103 2104

-0.4867 -0.4868 -0.4869 -0.4790 -0.4829 -0.4828 -0.4829 -0.4830 -0.4751 -0.4790 -0.4789 -0.4790 -0.4791 -0.4712 -0.4751 -0.4750 -0.4751 -0.4752 -0.4673 -0.4712 -0.4711 -0.4712 -0.4713 -0.4634 -0.4673 -0.4672 -0.4673 -0.4674 -0.4595 -0.4634 -0.4633 -0.4634 -0.4635 -0.4556 -0.4595 -0.4594 -0.4595 -0.4596 -0.4517 -0.4556 -0.4555 -0.4556 -0.4557 -0.4479 -0.4517 -0.4516 -0.4517 -0.4518 -0.4440 -0.4479 -0.4478 -0.4479 -0.4480 -0.4402 -0.4440 -0.4439 -0.4440 -0.4441 -0.4364 -0.4402 -0.4401 -0.4402 -0.4402 -0.4326 -0.4364 -0.4363 -0.4364 -0.4364 -0.4289 -0.4326 -0.4325 -0.4326 -0.4327 -0.4253 -0.4289 -0.4289 -0.4289 -0.4290 -0.4218 -0.4253 -0.4253 -0.4253 -0.4254 -0.4183 -0.4218 -0.4217 -0.4218 -0.4219 -0.4149 -0.4183 -0.4183

0.4182 0.4183 0.4182 0.4127 0.4154 0.4155 0.4156 0.4155 0.4100 0.4126 0.4127 0.4129 0.4127 0.4073 0.4099 0.4100 0.4101 0.4100 0.4046 0.4072 0.4073 0.4074 0.4073 0.4018 0.4045 0.4046 0.4047 0.4046 0.3991 0.4017 0.4018 0.4019 0.4018 0.3964 0.3990 0.3991 0.3992 0.3991 0.3937 0.3963 0.3964 0.3965 0.3964 0.3910 0.3936 0.3937 0.3938 0.3937 0.3883 0.3909 0.3910 0.3911 0.3910 0.3856 0.3882 0.3883 0.3884 0.3883 0.3829 0.3855 0.3856 0.3857 0.3856 0.3802 0.3828 0.3829 0.3830 0.3829 0.3775 0.3801 0.3802 0.3803 0.3802 0.3748 0.3774 0.3775 0.3776 0.3775 0.3722 0.3748 0.3748 0.3749 0.3748 0.3695 0.3721 0.3722 0.3722 0.3722 0.3669 0.3695 0.3695

-0.0100 -0.0104 -0.0081 -0.0088 -0.0075 -0.0099 -0.0103 -0.0080 -0.0087 -0.0074 -0.0098 -0.0102 -0.0079 -0.0086 -0.0073 -0.0097 -0.0101 -0.0078 -0.0085 -0.0072 -0.0096 -0.0100 -0.0077 -0.0084 -0.0071 -0.0095 -0.0099 -0.0075 -0.0083 -0.0070 -0.0094 -0.0098 -0.0074 -0.0082 -0.0069 -0.0093 -0.0097 -0.0073 -0.0081 -0.0068 -0.0092 -0.0096 -0.0072 -0.0080 -0.0067 -0.0090 -0.0095 -0.0071 -0.0079 -0.0066 -0.0089 -0.0094 -0.0070 -0.0078 -0.0065 -0.0088 -0.0093 -0.0069 -0.0077 -0.0064 -0.0087 -0.0091 -0.0068 -0.0076 -0.0063 -0.0086 -0.0090 -0.0067 -0.0075 -0.0063 -0.0085 -0.0089 -0.0066 -0.0074 -0.0062 -0.0084 -0.0088 -0.0065 -0.0073 -0.0061 -0.0083 -0.0087 -0.0064 -0.0072 -0.0060 -0.0082 -0.0085 -0.0064 -0.0071 -0.0060 -0.0081

-0.02542 -0.02542 -0.02542 -0.02541 -0.02542 -0.02542 -0.02542 -0.02542 -0.02540 -0.02541 -0.02541 -0.02541 -0.02541 -0.02539 -0.02540 -0.02540 -0.02540 -0.02540 -0.02537 -0.02539 -0.02539 -0.02539 -0.02539 -0.02534 -0.02537 -0.02537 -0.02537 -0.02537 -0.02531 -0.02534 -0.02534 -0.02534 -0.02534 -0.02527 -0.02531 -0.02531 -0.02531 -0.02531 -0.02523 -0.02527 -0.02527 -0.02527 -0.02527 -0.02517 -0.02523 -0.02523 -0.02523 -0.02523 -0.02511 -0.02517 -0.02517 -0.02517 -0.02517 -0.02509 -0.02511 -0.02511 -0.02511 -0.02511 -0.02506 -0.02509 -0.02509 -0.02509 -0.02509 -0.02501 -0.02506 -0.02506 -0.02506 -0.02506 -0.02494 -0.02501 -0.02501 -0.02501 -0.02501 -0.02484 -0.02494 -0.02494 -0.02494 -0.02494 -0.02473 -0.02484 -0.02484 -0.02484 -0.02484 -0.02460 -0.02473 -0.02473 -0.02473 -0.02473 -0.02444 -0.02460 -0.02460

-0.03651 -0.03651 -0.03651 -0.03649 -0.03650 -0.03650 -0.03650 -0.03650 -0.03648 -0.03649 -0.03649 -0.03649 -0.03649 -0.03647 -0.03648 -0.03648 -0.03648 -0.03648 -0.03645 -0.03647 -0.03647 -0.03647 -0.03647 -0.03642 -0.03645 -0.03645 -0.03645 -0.03645 -0.03639 -0.03642 -0.03642 -0.03642 -0.03642 -0.03635 -0.03639 -0.03639 -0.03639 -0.03639 -0.03630 -0.03635 -0.03635 -0.03635 -0.03635 -0.03625 -0.03630 -0.03630 -0.03630 -0.03630 -0.03618 -0.03625 -0.03625 -0.03625 -0.03625 -0.03571 -0.03618 -0.03618 -0.03618 -0.03618 -0.03520 -0.03571 -0.03571 -0.03571 -0.03571 -0.03466 -0.03520 -0.03520 -0.03520 -0.03520 -0.03407 -0.03466 -0.03466 -0.03466 -0.03466 -0.03345 -0.03407 -0.03407 -0.03407 -0.03407 -0.03279 -0.03345 -0.03345 -0.03345 -0.03345 -0.03209 -0.03279 -0.03279 -0.03279 -0.03279 -0.03135 -0.03209 -0.03209

-0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00282 -0.00281 -0.00282 -0.00282 -0.00282 -0.00282 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00281 -0.00259 -0.00281 -0.00281 -0.00281 -0.00281 -0.00237 -0.00259 -0.00259 -0.00259 -0.00259 -0.00215 -0.00237 -0.00237 -0.00237 -0.00237 -0.00193 -0.00215 -0.00215 -0.00215 -0.00215 -0.00171 -0.00193 -0.00193 -0.00193 -0.00193 -0.00148 -0.00171 -0.00171 -0.00171 -0.00171 -0.00126 -0.00148 -0.00148 -0.00148 -0.00148 -0.00104 -0.00126 -0.00126

Page 6/10


2206 2302 2303 2304 2305 2306 2402 2403 2404 2405 2406 2502 2503 2504 2505 2506 2602 2603 2604 2605 2606 2702 2703 2704 2705 2706 2802 2803 2804 2805 2806 2902 2903 2904 2905 2906 3002 3003 3004 3005 3006 3102 3103 3104 3105 3106 3202 3203 3204 3205 3206 3302 3303 3304 3305 3306 3402 3403 3404 3405 3406 3502 3503 3504 3505 3506 3602 3603 3604 3605 3606 3702 3703 3704 3705 3706 3802 3803 3804 3805 3806 3902 3903 3904 3905 3906 4002 4003 4004 4005 4006

-0.4150 -0.4084 -0.4116 -0.4116 -0.4116 -0.4116 -0.4053 -0.4084 -0.4084 -0.4084 -0.4084 -0.4022 -0.4053 -0.4052 -0.4053 -0.4053 -0.3993 -0.4022 -0.4022 -0.4022 -0.4022 -0.3964 -0.3993 -0.3993 -0.3993 -0.3993 -0.3951 -0.3964 -0.3965 -0.3964 -0.3964 -0.3854 -0.3951 -0.3952 -0.3951 -0.3951 -0.3757 -0.3854 -0.3854 -0.3854 -0.3853 -0.3660 -0.3757 -0.3757 -0.3757 -0.3756 -0.3565 -0.3660 -0.3661 -0.3660 -0.3660 -0.3469 -0.3565 -0.3565 -0.3565 -0.3564 -0.3375 -0.3469 -0.3470 -0.3469 -0.3469 -0.3281 -0.3375 -0.3375 -0.3375 -0.3374 -0.3188 -0.3281 -0.3281 -0.3281 -0.3280 -0.3096 -0.3188 -0.3189 -0.3188 -0.3188 -0.3005 -0.3096 -0.3097 -0.3096 -0.3096 -0.2916 -0.3005 -0.3006 -0.3005 -0.3005 -0.2827 -0.2916 -0.2916 -0.2916 -0.2915

0.3669 0.3617 0.3642 0.3643 0.3643 0.3643 0.3591 0.3617 0.3617 0.3617 0.3617 0.3566 0.3591 0.3591 0.3591 0.3591 0.3541 0.3566 0.3566 0.3566 0.3566 0.3516 0.3541 0.3541 0.3541 0.3541 0.3504 0.3516 0.3516 0.3516 0.3516 0.3418 0.3505 0.3504 0.3504 0.3504 0.3333 0.3419 0.3418 0.3418 0.3418 0.3247 0.3333 0.3333 0.3332 0.3333 0.3162 0.3248 0.3247 0.3247 0.3247 0.3078 0.3163 0.3162 0.3162 0.3162 0.2994 0.3079 0.3078 0.3078 0.3078 0.2912 0.2995 0.2994 0.2994 0.2994 0.2830 0.2912 0.2912 0.2911 0.2912 0.2748 0.2830 0.2830 0.2829 0.2830 0.2668 0.2749 0.2748 0.2748 0.2748 0.2589 0.2669 0.2668 0.2668 0.2668 0.2511 0.2589 0.2589 0.2589 0.2589

-0.0062 -0.0070 -0.0059 -0.0080 -0.0082 -0.0061 -0.0069 -0.0058 -0.0079 -0.0081 -0.0060 -0.0068 -0.0058 -0.0078 -0.0080 -0.0060 -0.0067 -0.0057 -0.0077 -0.0079 -0.0059 -0.0067 -0.0057 -0.0076 -0.0078 -0.0058 -0.0066 -0.0038 -0.0092 -0.0095 -0.0042 -0.0064 -0.0019 -0.0108 -0.0114 -0.0025 -0.0062 -0.0016 -0.0107 -0.0112 -0.0022 -0.0060 -0.0013 -0.0105 -0.0111 -0.0019 -0.0057 -0.0010 -0.0103 -0.0109 -0.0016 -0.0055 -0.0007 -0.0102 -0.0107 -0.0013 -0.0053 -0.0005 -0.0100 -0.0106 -0.0010 -0.0051 -0.0002 -0.0098 -0.0104 -0.0008 -0.0049 0.0001 -0.0096 -0.0102 -0.0005 -0.0047 0.0003 -0.0095 -0.0101 -0.0003 -0.0045 0.0005 -0.0093 -0.0099 -0.0001 -0.0043 0.0008 -0.0091 -0.0097 0.0001 -0.0041 0.0010 -0.0089 -0.0095 0.0003

-0.02444 -0.02406 -0.02426 -0.02426 -0.02426 -0.02426 -0.02383 -0.02406 -0.02406 -0.02406 -0.02406 -0.02358 -0.02383 -0.02383 -0.02383 -0.02383 -0.02330 -0.02358 -0.02358 -0.02358 -0.02358 -0.02300 -0.02330 -0.02330 -0.02330 -0.02330 -0.02299 -0.02300 -0.02300 -0.02300 -0.02300 -0.02292 -0.02299 -0.02299 -0.02299 -0.02299 -0.02283 -0.02292 -0.02292 -0.02292 -0.02292 -0.02271 -0.02283 -0.02283 -0.02283 -0.02283 -0.02256 -0.02271 -0.02271 -0.02271 -0.02271 -0.02239 -0.02256 -0.02256 -0.02256 -0.02256 -0.02220 -0.02239 -0.02239 -0.02239 -0.02239 -0.02199 -0.02220 -0.02220 -0.02220 -0.02220 -0.02176 -0.02199 -0.02199 -0.02199 -0.02199 -0.02152 -0.02176 -0.02176 -0.02176 -0.02176 -0.02124 -0.02152 -0.02152 -0.02152 -0.02152 -0.02095 -0.02124 -0.02124 -0.02124 -0.02124 -0.02064 -0.02095 -0.02095 -0.02095 -0.02095

-0.03135 -0.02974 -0.03056 -0.03056 -0.03056 -0.03056 -0.02887 -0.02974 -0.02974 -0.02974 -0.02974 -0.02796 -0.02887 -0.02887 -0.02887 -0.02887 -0.02701 -0.02796 -0.02796 -0.02796 -0.02796 -0.02601 -0.02701 -0.02701 -0.02701 -0.02701 -0.02599 -0.02601 -0.02601 -0.02601 -0.02601 -0.02590 -0.02599 -0.02599 -0.02599 -0.02599 -0.02579 -0.02590 -0.02590 -0.02590 -0.02590 -0.02565 -0.02579 -0.02579 -0.02579 -0.02579 -0.02549 -0.02565 -0.02565 -0.02565 -0.02565 -0.02531 -0.02549 -0.02549 -0.02549 -0.02549 -0.02510 -0.02531 -0.02531 -0.02531 -0.02531 -0.02487 -0.02510 -0.02510 -0.02510 -0.02510 -0.02462 -0.02487 -0.02487 -0.02487 -0.02487 -0.02436 -0.02462 -0.02462 -0.02462 -0.02462 -0.02406 -0.02436 -0.02436 -0.02436 -0.02436 -0.02375 -0.02406 -0.02406 -0.02406 -0.02406 -0.02342 -0.02375 -0.02375 -0.02375 -0.02375

-0.00104 -0.00060 -0.00082 -0.00082 -0.00082 -0.00082 -0.00039 -0.00060 -0.00060 -0.00060 -0.00060 -0.00017 -0.00039 -0.00039 -0.00039 -0.00039 0.00005 -0.00017 -0.00017 -0.00017 -0.00017 0.00027 0.00005 0.00005 0.00005 0.00005 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00027 0.00026 0.00027 0.00027 0.00027 0.00027 0.00025 0.00026 0.00026 0.00026 0.00026 0.00025 0.00025 0.00025 0.00025 0.00025 0.00024 0.00025 0.00025 0.00025 0.00025 0.00023 0.00024 0.00024 0.00024 0.00024 0.00022 0.00023 0.00023 0.00023 0.00023 0.00021 0.00022 0.00022 0.00022 0.00022 0.00020 0.00021 0.00021 0.00021 0.00021 0.00018 0.00020 0.00020 0.00020 0.00020 0.00016 0.00018 0.00018 0.00018 0.00018 0.00014 0.00016 0.00016 0.00016 0.00016

Page 7/10


4203 4204 4205 4206 4302 4303 4304 4305 4306 4402 4403 4404 4405 4406 4502 4503 4504 4505 4506 4602 4603 4604 4605 4606 4702 4703 4704 4705 4706 4802 4803 4804 4805 4806 4902 4903 4904 4905 4906 5002 5003 5004 5005 5006 5102 5103 5104 5105 5106 5202 5203 5204 5205 5206 5302 5303 5304 5305 5306 5402 5403 5404 5405 5406 5502 5503 5504 5505 5506 5602 5603 5604 5605 5606 5702 5703 5704 5705 5706 5802 5803 5804 5805 5806 5902 5903 5904 5905 5906 6002 6003

-0.2740 -0.2740 -0.2740 -0.2740 -0.2570 -0.2654 -0.2655 -0.2654 -0.2654 -0.2487 -0.2570 -0.2570 -0.2570 -0.2570 -0.2379 -0.2487 -0.2487 -0.2487 -0.2487 -0.2273 -0.2379 -0.2379 -0.2379 -0.2379 -0.2169 -0.2273 -0.2273 -0.2273 -0.2273 -0.2068 -0.2169 -0.2169 -0.2169 -0.2169 -0.1969 -0.2068 -0.2068 -0.2068 -0.2068 -0.1873 -0.1969 -0.1969 -0.1969 -0.1969 -0.1779 -0.1873 -0.1873 -0.1873 -0.1873 -0.1688 -0.1779 -0.1779 -0.1779 -0.1779 -0.1600 -0.1688 -0.1688 -0.1688 -0.1688 -0.1515 -0.1600 -0.1600 -0.1600 -0.1600 -0.1432 -0.1515 -0.1515 -0.1515 -0.1515 -0.1353 -0.1432 -0.1432 -0.1432 -0.1432 -0.1260 -0.1353 -0.1353 -0.1353 -0.1352 -0.1171 -0.1260 -0.1260 -0.1260 -0.1260 -0.1085 -0.1171 -0.1171 -0.1171 -0.1171 -0.1003 -0.1085

0.2435 0.2434 0.2434 0.2434 0.2284 0.2359 0.2359 0.2358 0.2359 0.2211 0.2285 0.2284 0.2284 0.2284 0.2116 0.2212 0.2211 0.2211 0.2211 0.2023 0.2116 0.2116 0.2116 0.2116 0.1931 0.2023 0.2023 0.2022 0.2023 0.1842 0.1931 0.1931 0.1931 0.1931 0.1755 0.1842 0.1842 0.1842 0.1842 0.1670 0.1755 0.1755 0.1754 0.1755 0.1587 0.1670 0.1670 0.1669 0.1670 0.1507 0.1587 0.1587 0.1587 0.1587 0.1429 0.1507 0.1507 0.1506 0.1507 0.1353 0.1429 0.1429 0.1428 0.1429 0.1280 0.1353 0.1353 0.1353 0.1353 0.1209 0.1280 0.1280 0.1280 0.1280 0.1127 0.1209 0.1209 0.1209 0.1209 0.1048 0.1127 0.1127 0.1127 0.1127 0.0972 0.1048 0.1048 0.1048 0.1048 0.0898 0.0972

0.0013 -0.0085 -0.0092 0.0007 -0.0036 0.0015 -0.0084 -0.0090 0.0009 -0.0034 0.0017 -0.0082 -0.0088 0.0011 -0.0032 0.0018 -0.0080 -0.0086 0.0012 -0.0030 0.0021 -0.0078 -0.0084 0.0014 -0.0028 0.0022 -0.0076 -0.0082 0.0016 -0.0026 0.0024 -0.0074 -0.0080 0.0018 -0.0024 0.0026 -0.0072 -0.0078 0.0020 -0.0022 0.0027 -0.0069 -0.0075 0.0021 -0.0021 0.0028 -0.0067 -0.0073 0.0022 -0.0019 0.0029 -0.0065 -0.0071 0.0024 -0.0018 0.0030 -0.0063 -0.0069 0.0025 -0.0017 0.0031 -0.0061 -0.0067 0.0025 -0.0015 0.0032 -0.0059 -0.0065 0.0026 -0.0014 0.0032 -0.0057 -0.0063 0.0027 -0.0013 0.0032 -0.0055 -0.0061 0.0027 -0.0012 0.0033 -0.0053 -0.0059 0.0028 -0.0010 0.0033 -0.0052 -0.0057 0.0028 -0.0009 0.0034

-0.02032 -0.02032 -0.02032 -0.02032 -0.01964 -0.01999 -0.01999 -0.01999 -0.01999 -0.01928 -0.01964 -0.01964 -0.01964 -0.01964 -0.01890 -0.01928 -0.01928 -0.01928 -0.01928 -0.01850 -0.01890 -0.01890 -0.01890 -0.01890 -0.01808 -0.01850 -0.01850 -0.01850 -0.01850 -0.01766 -0.01808 -0.01808 -0.01808 -0.01808 -0.01722 -0.01766 -0.01766 -0.01766 -0.01766 -0.01677 -0.01722 -0.01722 -0.01722 -0.01722 -0.01631 -0.01677 -0.01677 -0.01677 -0.01677 -0.01584 -0.01631 -0.01631 -0.01631 -0.01631 -0.01536 -0.01584 -0.01584 -0.01584 -0.01584 -0.01487 -0.01536 -0.01536 -0.01536 -0.01536 -0.01438 -0.01487 -0.01487 -0.01487 -0.01487 -0.01388 -0.01438 -0.01438 -0.01438 -0.01438 -0.01342 -0.01388 -0.01388 -0.01388 -0.01388 -0.01295 -0.01342 -0.01342 -0.01342 -0.01342 -0.01248 -0.01295 -0.01295 -0.01295 -0.01295 -0.01200 -0.01248

-0.02306 -0.02306 -0.02306 -0.02306 -0.02229 -0.02268 -0.02268 -0.02268 -0.02268 -0.02187 -0.02229 -0.02229 -0.02229 -0.02229 -0.02144 -0.02187 -0.02187 -0.02187 -0.02187 -0.02098 -0.02144 -0.02144 -0.02144 -0.02144 -0.02050 -0.02098 -0.02098 -0.02098 -0.02098 -0.02001 -0.02050 -0.02050 -0.02050 -0.02050 -0.01950 -0.02001 -0.02001 -0.02001 -0.02001 -0.01898 -0.01950 -0.01950 -0.01950 -0.01950 -0.01845 -0.01898 -0.01898 -0.01898 -0.01898 -0.01790 -0.01845 -0.01845 -0.01845 -0.01845 -0.01735 -0.01790 -0.01790 -0.01790 -0.01790 -0.01679 -0.01735 -0.01735 -0.01735 -0.01735 -0.01622 -0.01679 -0.01679 -0.01679 -0.01679 -0.01564 -0.01622 -0.01622 -0.01622 -0.01622 -0.01511 -0.01564 -0.01564 -0.01564 -0.01564 -0.01457 -0.01511 -0.01511 -0.01511 -0.01511 -0.01403 -0.01457 -0.01457 -0.01457 -0.01457 -0.01348 -0.01403

0.00013 0.00013 0.00013 0.00013 0.00011 0.00012 0.00012 0.00012 0.00012 0.00011 0.00011 0.00011 0.00011 0.00011 0.00010 0.00011 0.00011 0.00011 0.00011 0.00009 0.00010 0.00010 0.00010 0.00010 0.00009 0.00009 0.00009 0.00009 0.00009 0.00008 0.00009 0.00009 0.00009 0.00009 0.00007 0.00008 0.00008 0.00008 0.00008 0.00007 0.00007 0.00007 0.00007 0.00007 0.00006 0.00007 0.00007 0.00007 0.00007 0.00006 0.00006 0.00006 0.00006 0.00006 0.00006 0.00006 0.00006 0.00006 0.00006 0.00005 0.00006 0.00006 0.00006 0.00006 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00005 0.00004 0.00005 0.00005 0.00005 0.00005 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00004 0.00003 0.00004

Page 8/10


6105 6106 6202 6203 6204 6205 6206 6302 6303 6304 6305 6306 6402 6403 6404 6405 6406 6502 6503 6504 6505 6506 6602 6603 6604 6605 6606 6702 6703 6704 6705 6706 6802 6803 6804 6805 6806 6902 6903 6904 6905 6906 7002 7003 7004 7005 7006 7102 7103 7104 7105 7106 7202 7203 7204 7205 7206 7302 7303 7304 7305 7306 7402 7403 7404 7405 7406 7502 7503 7504 7505 7506 7602 7603 7604 7605 7606 7702 7703 7704 7705 7706 7802 7803 7804 7805 7806 7902 7903 7904 7905

-0.1003 -0.1003 -0.0848 -0.0924 -0.0924 -0.0924 -0.0924 -0.0775 -0.0848 -0.0848 -0.0848 -0.0848 -0.0706 -0.0775 -0.0775 -0.0775 -0.0775 -0.0640 -0.0706 -0.0706 -0.0706 -0.0706 -0.0577 -0.0640 -0.0640 -0.0640 -0.0640 -0.0504 -0.0577 -0.0577 -0.0577 -0.0577 -0.0436 -0.0504 -0.0504 -0.0504 -0.0504 -0.0373 -0.0436 -0.0436 -0.0436 -0.0436 -0.0315 -0.0373 -0.0373 -0.0373 -0.0373 -0.0262 -0.0315 -0.0315 -0.0315 -0.0315 -0.0215 -0.0262 -0.0263 -0.0262 -0.0262 -0.0173 -0.0215 -0.0215 -0.0215 -0.0215 -0.0136 -0.0173 -0.0173 -0.0173 -0.0173 -0.0100 -0.0136 -0.0136 -0.0136 -0.0136 -0.0069 -0.0100 -0.0100 -0.0100 -0.0100 -0.0044 -0.0069 -0.0069 -0.0069 -0.0069 -0.0025 -0.0044 -0.0044 -0.0044 -0.0044 -0.0011 -0.0025 -0.0025 -0.0025

0.0898 0.0898 0.0760 0.0828 0.0828 0.0828 0.0828 0.0695 0.0760 0.0760 0.0760 0.0760 0.0634 0.0696 0.0695 0.0695 0.0695 0.0575 0.0634 0.0634 0.0634 0.0634 0.0519 0.0575 0.0575 0.0575 0.0575 0.0453 0.0519 0.0519 0.0519 0.0519 0.0392 0.0453 0.0453 0.0453 0.0453 0.0336 0.0392 0.0392 0.0392 0.0392 0.0284 0.0336 0.0336 0.0335 0.0336 0.0237 0.0284 0.0284 0.0284 0.0284 0.0194 0.0237 0.0237 0.0237 0.0237 0.0156 0.0194 0.0194 0.0194 0.0194 0.0123 0.0156 0.0156 0.0156 0.0156 0.0090 0.0123 0.0123 0.0123 0.0123 0.0063 0.0090 0.0090 0.0090 0.0090 0.0040 0.0063 0.0063 0.0063 0.0063 0.0022 0.0040 0.0040 0.0040 0.0040 0.0010 0.0022 0.0022 0.0022

-0.0052 0.0029 -0.0008 0.0034 -0.0046 -0.0050 0.0029 -0.0007 0.0033 -0.0044 -0.0048 0.0029 -0.0006 0.0033 -0.0042 -0.0046 0.0029 -0.0005 0.0033 -0.0040 -0.0044 0.0029 -0.0005 0.0032 -0.0039 -0.0042 0.0028 -0.0004 0.0031 -0.0037 -0.0041 0.0028 -0.0003 0.0030 -0.0034 -0.0038 0.0027 -0.0003 0.0029 -0.0032 -0.0035 0.0026 -0.0002 0.0028 -0.0030 -0.0033 0.0024 -0.0002 0.0026 -0.0027 -0.0030 0.0023 -0.0001 0.0024 -0.0025 -0.0028 0.0022 -0.0001 0.0022 -0.0023 -0.0025 0.0020 -0.0001 0.0020 -0.0020 -0.0022 0.0018 -0.0001 0.0018 -0.0018 -0.0020 0.0016 -0.0001 0.0016 -0.0016 -0.0017 0.0014 0.0000 0.0013 -0.0013 -0.0014 0.0012 0.0000 0.0011 -0.0011 -0.0012 0.0010 0.0000 0.0008 -0.0008 -0.0009

-0.01200 -0.01200 -0.01103 -0.01152 -0.01152 -0.01152 -0.01152 -0.01055 -0.01103 -0.01103 -0.01103 -0.01103 -0.01006 -0.01055 -0.01055 -0.01055 -0.01055 -0.00957 -0.01006 -0.01006 -0.01006 -0.01006 -0.00907 -0.00957 -0.00957 -0.00957 -0.00957 -0.00845 -0.00907 -0.00907 -0.00907 -0.00907 -0.00783 -0.00845 -0.00845 -0.00845 -0.00845 -0.00721 -0.00783 -0.00783 -0.00783 -0.00783 -0.00659 -0.00721 -0.00721 -0.00721 -0.00721 -0.00597 -0.00659 -0.00659 -0.00659 -0.00659 -0.00535 -0.00597 -0.00597 -0.00597 -0.00597 -0.00473 -0.00535 -0.00535 -0.00535 -0.00535 -0.00412 -0.00473 -0.00473 -0.00473 -0.00473 -0.00352 -0.00412 -0.00412 -0.00412 -0.00412 -0.00293 -0.00352 -0.00352 -0.00352 -0.00352 -0.00234 -0.00293 -0.00293 -0.00293 -0.00293 -0.00175 -0.00234 -0.00234 -0.00234 -0.00234 -0.00116 -0.00175 -0.00175 -0.00175

-0.01348 -0.01348 -0.01238 -0.01293 -0.01293 -0.01293 -0.01293 -0.01182 -0.01238 -0.01238 -0.01238 -0.01238 -0.01126 -0.01182 -0.01182 -0.01182 -0.01182 -0.01070 -0.01126 -0.01126 -0.01126 -0.01126 -0.01014 -0.01070 -0.01070 -0.01070 -0.01070 -0.00944 -0.01014 -0.01014 -0.01014 -0.01014 -0.00874 -0.00944 -0.00944 -0.00944 -0.00944 -0.00804 -0.00874 -0.00874 -0.00874 -0.00874 -0.00735 -0.00804 -0.00804 -0.00804 -0.00804 -0.00665 -0.00735 -0.00735 -0.00735 -0.00735 -0.00595 -0.00665 -0.00665 -0.00665 -0.00665 -0.00526 -0.00595 -0.00595 -0.00595 -0.00595 -0.00457 -0.00526 -0.00526 -0.00526 -0.00526 -0.00391 -0.00457 -0.00457 -0.00457 -0.00457 -0.00324 -0.00391 -0.00391 -0.00391 -0.00391 -0.00259 -0.00324 -0.00324 -0.00324 -0.00324 -0.00193 -0.00259 -0.00259 -0.00259 -0.00259 -0.00128 -0.00193 -0.00193 -0.00193

0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00003 0.00002 0.00003 0.00003 0.00003 0.00003 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00002 0.00001 0.00002 0.00002 0.00002 0.00002 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00001 0.00000 0.00001 0.00001 0.00001 0.00001 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

Page 9/10

MONOPOLO EBC PACIFICO 30M - 120KMH - EXISTENTE.p1 00874 00875 00876 00877 00878 00879 00880 00881 00882 00883

8102 8103 8104 8105 8106 8203 8204 8205 8206

0.0000 -0.0003 -0.0003 -0.0003 -0.0003 0.0000 0.0000 0.0000 0.0000

0.0000 0.0003 0.0003 0.0002 0.0003 0.0000 0.0000 0.0000 0.0000

0.0000 0.0003 -0.0003 -0.0003 0.0003 0.0000 0.0000 0.0000 0.0000

0.00000 -0.00058 -0.00058 -0.00058 -0.00058 0.00000 0.00000 0.00000 0.00000

0.00000 -0.00064 -0.00064 -0.00064 -0.00064 0.00000 0.00000 0.00000 0.00000

0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

Page 10/10

RESUMEN DE DESPLAZAMIENTOS Para la obtención del máximo desplazamiento en el monopolo se usara la siguiente expresión: (max)2 = (trans‐x)2 + (trans‐y)2

Obteniéndose los siguientes resultados:

Máximos desplazamientos para V=90Km/h (en metros) en el nudo 2802.

CASE

TRANS ‐ X

TRANS‐ Y

TRANS‐ Z

ROT‐ X

ROT‐ Y

ROT‐ Z

MAX

500

0.0021

0.0034

0.0003

0.0003

0.0003

0.0000

0.0040

520

0.5382

0.0072

0.0069

0.0004

0.0354

0.0003

0.5382

540

0.3907

0.3276

0.0062

0.0215

0.0258

0.0003

0.5099

560

0.0071

0.4916

0.0058

0.0322

0.0002

0.0000

0.4917

580

0.3790

0.3380

0.0061

0.0220

0.0248

0.0003

0.5078

600

0.5227

0.0031

0.0065

0.0004

0.0343

0.0003

0.5227

620

0.3815

0.3420

0.0063

0.0226

0.0250

0.0003

0.5124

640

0.0084

0.4978

0.0059

0.0328

0.0005

0.0001

0.4979

660

0.3951

0.3504

0.0066

0.0230

0.0260

0.0003

0.5281

MAX

0.5382

Para el cálculo del máximo ángulo de deflexión, se uso la siguiente expresión:

 max =

(180/pi) arctang ( max/H)

Donde, H= 30m

Remplazando tenemos:  max

= 1.028°

La torsión máxima (rot‐z) es de 0.0003 rad <>

0.017°

15. CONCLUSION Para la evaluación de la estructura existente de la EBC PACIFICO se utilizaron los resultados del análisis del monopolo facetado bridado existente de altura 30m, considerando las antenas existentes y la proyección de antenas, las conclusiones fueron 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 SOPORTA las sobrecargas a instalar a una velocidad de viento de supervivencia de 120Kmh mencionadas según las normas descritas y requerimiento de AMÉRICA MÓVIL S.A.C.

Ver cuadro adjunto de ratios de los perfiles metálicos principales.

ELEMENTO

MÓDULO 5 MÓDULO 4 MÓDULO 3 MÓDULO 2 MÓDULO 1

VELOCIDAD DE SUPERVIVENCIA 120KM/H ESPESOR PLANCHA PL 3/16” PL 1/4” PL 5/16” PL 5/16” PL 3/8”

RATIO

ESTATUS

70.90% 90.20% 86.80% 99.90% 92.80%

OK OK OK OK OK

2.‐ La estructura existente presenta deformaciones máximas MAYORES comparada con las deflexiones admisibles de 0.75º, con respecto a la torsión máxima es MENOR a 0.50º solicitado por AMÉRICA MOVIL S.A.C. medidas en la cúspide de la estructura para una velocidad de viento de 90Kmh (Velocidad de operación). ITEM Deflexión Torsión

H=30m (tope monopolo) 0.5382m 0.0003rad

Desplazamiento 1.028º 0.017º

Estado FALLA > 0.75º OK < 0.30º

Por lo tanto el monopolo NO CUMPLE con las especificaciones de deflexión y torsión solicitadas por AMÉRICA MOVIL S.A.C. para sus estructuras. Se requiere un reforzamiento de la estructura.

3.‐ En la presente memoria no se ha realizado la evaluación del pedestal de apoyo ni de la cimentación del monopolo por no ser parte de esta memoria de cálculo.

4.‐ Cualquier cambio en los elementos que conforman el monopolo o una variación de las condiciones iníciales (cantidad de antenas, ubicación, etc.), implicará una nueva verificación de ésta.

5.‐ Se recomienda realizar una verificación estructural de la cimentación a la brevedad, considerando que se está presentando fisuras en la zona de contacto entre la brida base del monopolo y el pedestal de concreto.

Esta verificación es válida siempre y cuando las consideraciones realizadas sobre los materiales y las secciones de los elementos del monopolo actual concuerden con los datos Entregados por Claro y la verificación de la geometría del monopolo realizada in situ.

MEMORIA DE C+üLCULO MONOPOLO 30M - EBC PACIFICO - 120KMH

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