memoria de calculo tat 42m - 100kph - t1

INFORME TECNICO

DISEÑO ESTRUCTURALTORRE DE TELECOMUNICACIONES DE H=42m

Veloc. Viento = 130km/h

OCTUBRE 2014

INFORME TECNICO

INDICE

1. ALCANCES.

2. DESCRIPCION DE LA ESTRUCTURA.

3. NORMAS DE DISEÑO.

4. MATERIALES.

5. METODOLOGIA DE ANALISIS

6. CARGAS DE DISEÑO.

7. COMBINACIONES DE CARGA.

8. DATOS DE INGRESO AL PROGRAMA.8.1. GEOMETRIA8.2. CARGA DE ANTENAS8.3. CARGAS DE VIENTO

9. DISEÑO DE LA TORRE.9.1. DISEÑO POR SUPERVIVENCIA9.2. DISEÑO POR OPERACION

10. REACCIONES EN LA BASE.

11. CONCLUSIONES

INFORME TECNICO

BASES DE CÁLCULO Y ESTRUCTURACION

1. ALCANCES

La presente memoria de cálculo describe los criterios adoptados para el diseño estructural deuna torre de 42m.

En la presente también se especifican los materiales utilizados, las cargas consideradas y suscombinaciones, método de análisis, las normas y códigos que se emplearán en el presenteinforme.

2. DESCRIPCIÓN DE LA ESTRUCTURA

La estructura consta de una estructura regular de 03 lados; 12m de sección recta y 30m desección inclinada.

Las dimensiones generales de la estructura son las siguientes:

• Altura total 42m.• Ancho de la base 4.10m.• Ancho de la base sección recta 1.8m.• Los elementos principales y secundarios de la torre son perfiles angulares.

3. NORMAS DE DISEÑO

Para el diseño y fabricación de la estructura nos basamos en Normas y Códigos Nacionales eInternacionales.

• Norma TIA/EIA 222 – F. “Structural Standards for steel antenna towers and antennasupporting structures”

• AWS D1.1 “American Welding Society”• AISC “ American Institute of Steel Construction”• E.0.30 del RNE

4. MATERIALES

Los materiales utilizados son los siguientes:• Los perfiles que conforman la estructura de la torre son de acero ASTM A36, cuya

resistencia a la fluencia es de 36 ksi cuya conversión es

2/25311

2/31.7036 cmkgksicmkgKsi y acero de alta resistencia ASTM A572 Gr.50,

cuya resistencia a la fluencia es de 3 510 kg/cm2.• Los perfiles usados en la estructura son perfiles cuyas alas forman un ángulo entre sí de

90º.

INFORME TECNICO

• Los pernos considerados en las conexiones de elementos principales y secundarios sondel tipo Grado 5 o similar.

1800

Figura Nº1. Esquema de la estructura metálica.

INFORME TECNICO

5. METODOLOGIA DE ANALISIS

La evaluación de la estructura se realizará considerando el Método de Esfuerzos Admisibles(ASD), bajo el supuesto de pequeñas deformaciones de modo que la estructura se comportebajo la teoría elástica lineal.

El diseño estructural se realizará en el software MS-Tower el cual es un software especializadoen el diseño de estructuras de telecomunicaciones.

Las normas TIA/EIA – 222 – F en su numeral 3.1.1.1 establecen que para estructuras de altura

menores a 213m 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 diseñar 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 la evaluación estructural se preparó el modelo matemático en el programa Ms Tower, con

la geometría, características y propiedades requeridas para representar la estructura de la

manera más real posible.

INFORME TECNICO

6. CARGAS DE DISEÑO

Cargas Permanentes

Peso Propio (PP): Para el cálculo del peso propio de los elementos se consideró el peso detodos los elementos metálicos, roldanas, escalerilla de cables, soportes de antenas.

Cargas Eventuales

Viento (W)

El viento de diseño por supervivencia es de 100 km/h y el viento para el diseño por operaciónes de 90 km/h.

Sismo (E)

Las cargas sísmicas han sido consideradas como aceleraciones sísmicas ya que el programaMstower trabaja con dichos parámetros. Los valores de aceleración consideradas han sidotomadas del mapa de Isoaceleraciones del Perú para un periodo de recurrencia de 50 años:

• Ao/g x = 0.45• Ao/g y = 0.45

7. COMBINACIONES DE CARGA

Las combinaciones en servicio para la estructura serán las siguientes:1. 1.2D + 1.0Wo2. 1.2D + 1.0E

8. DATOS DE INGRESO AL PROGRAMA

8.1. GEOMETRIA

TITL1 TORRE AUTOSOPORTADA 42MTITL2 DISENO MIMCOUNITS 1

COMPONENTRE707END

PROFILEFACES 3WBASE 4.09RLBAS 0.0PANEL 1 HT 2.000 TW 1.8FACE X LEG 2516 BR1 1516 H1 1516PLAN PT2 PB1 1516 PB2 1516 PB3 1516 XIP

PANEL 2 HT 2.000 TW 1.8FACE XH1 LEG 2516 BR1 1516 H1 1516

INFORME TECNICO

PLAN PT2 PB1 0 PB2 1516 PB3 1516 XIP

PANEL 3 HT 2.000FACE XH1 LEG 2516 BR1 1516 H1 1516PLAN PT2 PB1 0 PB2 1516 PB3 1516 XIP

PANEL 4 HT 2.000FACE XH1 LEG 2514 BR1 1516PLAN PT2 XIP



$TRAMO RECTO$===========

PANEL 7 HT 3.000 TW 1.8FACE XH3 LEG 4516 BR1 2316 R1 1516 H1 1516PLAN PT2 XIP

PANEL 8 HT 3.000FACE XH3 LEG 4516 BR1 2316 R1 1516 H1 2316PLAN PT2 XIP

PANEL 9 HT 6.000FACE XH3 LEG 538 BR1 314 R1 2316 H1 2316PLAN PT2 XIP$HIP HS HP1 1516 HP2 0 HP3 1516

PANEL 10 HT 6.000FACE XH3 LEG 638 BR1 314 R1 2316 H1 2316PLAN PT2 XIP$HIP HS HP1 1516 HP2 0 HP3 1516

PANEL 11 HT 6.000FACE XH3 LEG 612 BR1 314 R1 2316 H1 2316PLAN PT2 XIP$ HIP HS HP1 1516 HP2 0 HP3 1516

PANEL 12 HT 6.000FACE XH3 LEG 612 BR1 314 R1 2316 H1 2316PLAN PTT PB1 0 PB2 2316 PB3 1516 PB4 1516 XIP$HIP HS HP1 1516 HP2 0 HP3 1516

PANEL 13 HT 0.00FACE @RE707

END

SECTIONS

LIBR P:IMP IFACT 1.0

2612 STA6x6x1/2 Y FY 345 BH 18658 EA6x6x5/8 Y FY 345 BH 18612 EA6x6x1/2 Y FY 345 BH 18638 EA6x6x3/8 Y FY 345 BH 18538 EA125x125x10 Y FY 345 BH 18

INFORME TECNICO

438 EA4x4x3/8 Y FY 345 BH 184516 EA100x100x8 Y FY 345 BH 18414 EA100x100x6 Y FY 345 BH 18314 EA3x3x1/4 Y FY 345 BH 182514 EA2.5x2.5x1/4 Y FY 345 BH 182516 EA2.5x2.5x3/16 Y FY 250 BH 142316 EA50x50x4 Y FY 250 BH 141516 EA38x38x4.5 Y FY 250 BH 14

ENDEND

8.2. CARGAS DE ANTENAS

Las dimensiones de las antenas que fueron consideradas en el diseño fueron lossiguientes:

Cargas de Diseño:Las antenas microondas consideradas son:- 02 MW de 1.20m de diámetro ubicado42.0m.Peso de 01 soporte + 01 antena = 180kg- 02 MW de 0.60m de diámetro ubicado a 39.0m.Peso de 01 soporte + 01 antena=120kg- 06 Antenas RF, ubicado a 36.0m. Peso de 01 soporte + 01 antena = 75kg- 06 Antenas RRU, ubicado a 35.0m.Peso de 01 soporte + 01 antena = 55kg

8.3. CARGAS DE VIENTO

De acuerdo a las especificaciones de Nextel Perú, la velocidad de supervivencia de 130kph, será considerada como la milla más rápida. De la misma manera la velocidad deoperación de 100 kph

PARAMETERS

ANGN 0.0 $ Angle Anti-clockwise from X axis to NorthCODE EIA222 $ WIND PROFILE TO THIS CODEICE RO 0.0 RW 0.0 $ For icingALTOP 0 $ SITE + TOWER HEIGHT for icingVB 36.11 $ ENTER SITE WINDSPEED HERE MEAN HOURLY, GUST or

FASTEST MILE, adjusted for heightOVERLAP 1 $ Allow for the overlap of members

END

TERRAINANGLE 0 TCAT 1

END

LOADS

CASE 100 Weight of tower plus ancillariesDL

$ TODO - any additional NDLDs go here

CASE 200 wind at 0 to X axisWL ANGLX 0.0 NOICE

CASE 220 wind at 45 to X axis

INFORME TECNICO

WL ANGLX 45 NOICE

CASE 240 wind at 90 to X axisWL ANGLX 90 NOICE






$------COMBINACIONES--------CASE 500 Max. tower weight

COMBIN 100 1.200

CASE 520 CARGA: wind at 0 to X axisCOMBIN 100 1.200COMBIN 200 1.000








END

ANCILLARIESLARGE LIBR P:ANC.LIB $ use ANC.LIB if library is in DATA area

$PLATAFORMAS$===========

INFORME TECNICO

PLAT1 XA 0 YA 0 ZA 36.00 LIB IC-512A-N ANG 0 FACT 1.0

PLATDESC1 XA 0 YA 0 ZA 15.0 LIB PLATDESC1-N ANG 0 FACT 1.0

$ANTENA MICROONDAS$==================MO1B XA 0.70 YA 1.20 ZA 42.0 LIB SH1PR-4-N ANG 0 $ 1.20MMO2B XA 0.70 YA -1.20 ZA 42.0 LIB SH1PR-4-N ANG 0 $ 1.20M

MO1C XA 0.70 YA 1.20 ZA 39.00 LIB SH1PR-2-N ANG 0 $ 0.60MMO2C XA 0.70 YA -1.20 ZA 39.00 LIB SH1PR-2-N ANG 0 $ 0.60M

$ANTENA RF$==================SECTOR-1A XA 1.5 YA 0.000 ZA 36.0 LIB A0142-RF-N ANG 0SECTOR-2A XA 0.26 YA -1.477 ZA 36.0 LIB A0142-RF-N ANG 80SECTOR-3A XA -0.75 YA -1.299 ZA 36.0 LIB A0142-RF-N ANG 120SECTOR-4A XA -1.409 YA 0.513 ZA 36.0 LIB A0142-RF-N ANG 200SECTOR-5A XA -0.75 YA 1.299 ZA 36.0 LIB A0142-RF-N ANG 240SECTOR-6A XA 1.149 YA 0.964 ZA 36.0 LIB A0142-RF-N ANG 320

SECTOR-7A XA 1.5 YA 0.000 ZA 35.0 LIB A0142-RRU-N ANG 0SECTOR-8A XA 0.26 YA -1.477 ZA 35.0 LIB A0142-RRU-N ANG 80SECTOR-9A XA -0.75 YA -1.299 ZA 35.0 LIB A0142-RRU-N ANG 120SECTOR-10A XA -1.409 YA 0.513 ZA 35.0 LIB A0142-RRU-N ANG 200SECTOR-11A XA -0.75 YA 1.299 ZA 35.0 LIB A0142-RRU-N ANG 240SECTOR-12A XA 1.149 YA 0.964 ZA 35.0 LIB A0142-RRU-N ANG 320

LINEAR LIBR P:LIN.LIB $ use LIN.LIB if library in DATA area

$ESCALERAS$=========LADDER1 XB 0.0 YB 0.0 ZB 0 XT 0.0 YT 0.0 ZT 42.0 LIB H-LADDER FACT 1 ANG 0LADDER2 XB 0.1 YB 0.1 ZB 0 XT 0.1 YT 0.1 ZT 42.0 LIB H-LADDER FACT 1 ANG 0

$ CABLES$=======FDR-GRP1 XB 0.02 YB -0.10 ZB 0 XT 0.02 YT -0.10 ZT 36.00 LIB FDR10FACT 5 ANG 0FDR-GRP2 XB 0.05 YB -0.10 ZB 0 XT 0.05 YT -0.10 ZT 36.00 LIB FDR10FACT 5 ANG 0FDR-GRP3 XB 0.08 YB -0.10 ZB 0 XT 0.08 YT -0.10 ZT 36.00 LIB FDR10FACT 5 ANG 0FDR-GRP4 XB 0.03 YB -0.10 ZB 0 XT 0.03 YT -0.10 ZT 35.00 LIB FDR10FACT 5 ANG 0FDR-GRP5 XB 0.06 YB -0.10 ZB 0 XT 0.06 YT -0.10 ZT 35.00 LIB FDR10FACT 5 ANG 0FDR-GRP6 XB 0.09 YB -0.10 ZB 0 XT 0.09 YT -0.10 ZT 35.00 LIB FDR10FACT 5 ANG 0

FDR-GRP8 XB -0.05 YB -0.10 ZB 0 XT -0.05 YT -0.10 ZT 42.00 LIB FDR10FACT 4 ANG 0FDR-GRP9 XB -0.08 YB -0.10 ZB 0 XT -0.08 YT -0.10 ZT 39.00 LIB FDR10FACT 4 ANG 0

FDR-GRP10 XB 0.01 YB 0.00 ZB 0 XT 0.01 YT 0.00 ZT 42.00 LIB FDR10FACT 3 ANG 0FDR-GRP11 XB -0.01 YB 0.00 ZB 0 XT -0.01 YT 0.00 ZT 42.00 LIB FDR10FACT 3 ANG 0FDR-GRP12 XB 0.00 YB 0.00 ZB 0 XT 0.00 YT 0.00 ZT 42.00 LIB FDR10FACT 3 ANG 0

INFORME TECNICO

ENDENDEND

Figura Nº2. Vista principal de cargas de antenas en la estructura.

9. DISEÑO DE LA TORRE

INFORME TECNICO

9.1. DISEÑO POR SUPERVIVENCIA: VELOCIDAD DE VIENTO 130km/h

Figura Nº3. Vista principal de ratios de esfuerzos en la estructura.MSTOWER V6 Member checking to EIA-222-F (080909)

Job: TAT42M - 130KPH555Title: TORRE AUTOSOPORTADA 42M

DISENO MIMCODate: 17-OCT-14 15:36:06

-- L O A D C A S E S --Case Y/N Title100 N WEIGHT OF TOWER PLUS ANCILLARIES200 N WIND AT 0 TO X AXIS220 N WIND AT 45 TO X AXIS240 N WIND AT 90 TO X AXIS260 N WIND AT 135 TO X AXIS280 N WIND AT 180 TO X AXIS300 N WIND AT 225 TO X AXIS320 N WIND AT 270 TO X AXIS340 N WIND AT 315 TO X AXIS500 Y MAX. TOWER WEIGHT520 Y CARGA: WIND AT 0 TO X AXIS540 Y CARGA: WIND AT 45 TO X AXIS560 Y CARGA: WIND AT 90 TO X AXIS580 Y CARGA: WIND AT 135 TO X AXIS600 Y CARGA: WIND AT 180 TO X AXIS620 Y CARGA: WIND AT 225 TO X AXIS640 Y CARGA: WIND AT 270 TO X AXIS660 Y CARGA: WIND AT 315 TO X AXIS

Y = Cases to be checkedN = Not Used

Report Units:Dims., lengths, areas ... mm, mm2Forces ..................... kNStresses ..............N/mm2 (MPa)

Allowable stresses to EIA-222-F. Overstress factor for WL: 1.330Safety factor for guys: 2.000Symbols:

INFORME TECNICO

fy = yield stressnb = no. bolts in end connection.C = Section 5.7 sub-clause used for KL/r.KL/r= Section 5.7.4 slenderness ratio. x/y/v=buckling axis.P = Axial force in member, kN. c=compressionf = Axial stress in member, MPa.F = Allowable stress, MPa.* = Stress ratio > 1.0# = Exceeds code slenderness limits.

Note:* Members are checked for axial force only; additional member checks arerequired if members are subject to significant bending moments.

* Buckling restraints assume fully triangulated bracing patterns; additionalchecks of member capacity and buckling restraints may be required ifnon-triangulated bracing is used.

* Members are not checked for manloads or maintenance loads.

|--------------Compression-----------| |---------Tension--------||---------------Bolts-------------|Pnl Members Typ Size fy nb Case P f C KL/r F f/F Case P f F f/FCase P Grade Type Cap P/Cap

1 56- 57 LEG EA2.5X2.5X3/16 250 2 580 4 7 4 80v 142 0.050 - - - - -1 58- 59 LEG EA2.5X2.5X3/16 250 2 620 4 7 4 80v 142 0.050 - - - - -1 60- 61 LEG EA2.5X2.5X3/16 250 2 520 3 4 4 80v 142 0.031 600 2 4 200 0.0221 2- 3 XBR EA38X38X4.5 250 2 640 3 9 10 157v 55 0.166 560 3 11 200 0.0541 4- 5 XBR EA38X38X4.5 250 2 560 3 9 10 157v 55 0.166 640 3 11 200 0.0541 22- 23 XBR EA38X38X4.5 250 2 520 3 10 10 157v 55 0.182 600 3 11 200 0.0541 24- 25 XBR EA38X38X4.5 250 2 620 2 7 10 157v 55 0.127 540 3 11 200 0.0531 42- 43 XBR EA38X38X4.5 250 2 580 2 7 10 157v 55 0.127 660 3 11 200 0.0531 44- 45 XBR EA38X38X4.5 250 2 520 3 10 10 157v 55 0.183 600 3 11 200 0.0541 6 HOR EA38X38X4.5 250 2 620 0 1 10 195v 36 0.021 540 0 1 200 0.0071 26 HOR EA38X38X4.5 250 2 540 0 1 10 195v 36 0.031 620 0 1 200 0.0031 46 HOR EA38X38X4.5 250 2 660 0 1 10 195v 36 0.031 580 0 1 200 0.0031 47- 48 HOR EA38X38X4.5 250 1 620 0 1 13 121v 93 0.006 540 0 1 200 0.0041 49- 50 HOR EA38X38X4.5 250 1 520 0 1 13 121v 93 0.007 600 0 1 200 0.0041 51- 52 HOR EA38X38X4.5 250 1 520 0 1 13 121v 93 0.007 600 0 1 200 0.0041 53 PBR EA38X38X4.5 250 1 540 0 1 12 121v 93 0.005 620 0 1 200 0.0041 54 PBR EA38X38X4.5 250 1 600 0 1 12 121v 93 0.006 520 0 1 200 0.0041 55 PBR EA38X38X4.5 250 1 660 0 1 12 121v 93 0.005 580 0 1 200 0.004

2 101- 102 LEG EA2.5X2.5X3/16 250 2 580 14 24 4 80v 142 0.171 660 7 13 200 0.0662 121- 122 LEG EA2.5X2.5X3/16 250 2 620 14 24 4 80v 142 0.172 540 7 13 200 0.0652 141- 142 LEG EA2.5X2.5X3/16 250 2 520 14 23 4 80v 142 0.165 600 11 22 200 0.1092 105- 106 XBR EA38X38X4.5 250 2 640 5 15 10 157v 55 0.272 560 5 18 200 0.0912 107- 108 XBR EA38X38X4.5 250 2 560 5 15 10 157v 55 0.272 640 5 18 200 0.0912 125- 126 XBR EA38X38X4.5 250 2 520 5 14 10 157v 55 0.257 620 4 15 200 0.0732 127- 128 XBR EA38X38X4.5 250 2 600 4 13 10 157v 55 0.236 520 5 18 200 0.0902 145- 146 XBR EA38X38X4.5 250 2 600 4 13 10 157v 55 0.235 520 5 18 200 0.0902 147- 148 XBR EA38X38X4.5 250 2 520 5 14 10 157v 55 0.258 580 4 15 200 0.0742 103- 104 HOR EA38X38X4.5 250 2 640 0 1 14 121v 94 0.014 640 0 2 200 0.0092 123- 124 HOR EA38X38X4.5 250 2 520 1 2 14 121v 94 0.018 600 0 2 200 0.0092 143- 144 HOR EA38X38X4.5 250 2 520 1 2 14 121v 94 0.018 600 0 2 200 0.0092 155 PBR EA38X38X4.5 250 1 540 0 0 12 121v 93 0.005 620 0 1 200 0.0032 156 PBR EA38X38X4.5 250 1 600 0 0 12 121v 93 0.005 520 0 1 200 0.0042 157 PBR EA38X38X4.5 250 1 660 0 0 12 121v 93 0.005 580 0 1 200 0.003


INFORME TECNICO


5 401- 402 LEG EA3X3X1/4 345 2 580 80 88 4 66v 198 0.447 660 60 75 275 0.2735 421- 422 LEG EA3X3X1/4 345 2 620 80 88 4 66v 198 0.447 540 60 75 275 0.2735 441- 442 LEG EA3X3X1/4 345 2 520 97 107 4 66v 198 0.540 600 65 82 275 0.2975 405- 406 XBR EA50X50X4 250 2 640 14 37 10 130v 81 0.455 560 14 43 200 0.2135 407- 408 XBR EA50X50X4 250 2 560 14 37 10 130v 81 0.455 640 14 43 200 0.2135 425- 426 XBR EA50X50X4 250 2 520 13 35 10 130v 81 0.427 620 13 40 200 0.1995 427- 428 XBR EA50X50X4 250 2 620 13 34 10 130v 81 0.419 540 13 40 200 0.2005 445- 446 XBR EA50X50X4 250 2 580 13 34 10 130v 81 0.420 660 13 40 200 0.2015 447- 448 XBR EA50X50X4 250 2 520 13 35 10 130v 81 0.426 580 13 40 200 0.1995 403- 404 HOR EA38X38X4.5 250 2 620 1 4 14 121v 94 0.040 620 1 5 200 0.0235 423- 424 HOR EA38X38X4.5 250 2 520 1 5 14 121v 94 0.048 520 1 6 200 0.0285 443- 444 HOR EA38X38X4.5 250 2 520 1 5 14 121v 94 0.048 520 1 6 200 0.0285 455 PBR EA38X38X4.5 250 1 560 0 1 12 121v 93 0.007 620 0 1 200 0.0045 456 PBR EA38X38X4.5 250 1 520 0 1 12 121v 93 0.007 520 0 1 200 0.0055 457 PBR EA38X38X4.5 250 1 560 0 1 12 121v 93 0.007 580 0 1 200 0.004

6 501- 502 LEG EA100X100X6 345 2 580 115 99 4 50v 188 0.525 660 92 87 275 0.3176 521- 522 LEG EA100X100X6 345 2 620 115 99 4 50v 188 0.525 540 92 87 275 0.3176 541- 542 LEG EA100X100X6 345 2 520 136 117 4 50v 188 0.624 600 99 94 275 0.3426 505- 506 XBR EA50X50X4 250 2 640 17 45 10 130v 81 0.553 560 17 51 200 0.2546 507- 508 XBR EA50X50X4 250 2 560 17 45 10 130v 81 0.553 640 17 51 200 0.2546 525- 526 XBR EA50X50X4 250 2 520 17 45 10 130v 81 0.552 620 15 47 200 0.2346 527- 528 XBR EA50X50X4 250 2 620 17 43 10 130v 81 0.533 540 16 49 200 0.2446 545- 546 XBR EA50X50X4 250 2 580 17 43 10 130v 81 0.534 660 16 49 200 0.2446 547- 548 XBR EA50X50X4 250 2 520 17 45 10 130v 81 0.550 580 15 47 200 0.2336 503- 504 HOR EA38X38X4.5 250 2 580 2 5 14 121v 94 0.057 580 2 7 200 0.0346 523- 524 HOR EA38X38X4.5 250 2 520 2 6 14 121v 94 0.068 520 2 8 200 0.0406 543- 544 HOR EA38X38X4.5 250 2 520 2 6 14 121v 94 0.068 520 2 8 200 0.0406 555 PBR EA38X38X4.5 250 1 560 0 1 12 121v 93 0.009 620 0 1 200 0.0066 556 PBR EA38X38X4.5 250 1 600 0 1 12 121v 93 0.009 520 0 1 200 0.0076 557 PBR EA38X38X4.5 250 1 560 0 1 12 121v 93 0.009 580 0 1 200 0.006

7 601- 604 LEG EA100X100X8 345 2 580 151 98 4 40v 237 0.414 660 126 91 275 0.3297 641- 644 LEG EA100X100X8 345 2 620 151 98 4 40v 237 0.414 540 126 91 275 0.3307 681- 684 LEG EA100X100X8 345 2 520 176 115 4 40v 237 0.484 600 135 97 275 0.3537 607- 610 XBR EA50X50X4 250 2 640 21 54 8 122y 92 0.587 560 19 57 200 0.2857 611- 614 XBR EA50X50X4 250 2 560 21 54 8 122y 92 0.587 640 19 57 200 0.2857 647- 650 XBR EA50X50X4 250 2 520 23 59 8 122y 92 0.645 600 19 57 200 0.2887 651- 654 XBR EA50X50X4 250 2 620 21 54 8 122y 92 0.583 540 18 56 200 0.2817 687- 690 XBR EA50X50X4 250 2 580 21 54 8 122y 92 0.584 660 18 56 200 0.2817 691- 694 XBR EA50X50X4 250 2 520 23 59 8 122y 92 0.644 600 19 57 200 0.2877 605- 606 HOR EA38X38X4.5 250 2 580 2 7 14 125v 88 0.080 580 2 9 200 0.0447 645- 646 HOR EA38X38X4.5 250 2 520 3 8 14 125v 88 0.094 520 3 10 200 0.0517 685- 686 HOR EA38X38X4.5 250 2 520 3 8 14 125v 88 0.094 520 3 10 200 0.0517 709 PBR EA38X38X4.5 250 1 540 0 1 12 128v 83 0.015 620 0 2 200 0.0097 710 PBR EA38X38X4.5 250 1 600 0 1 12 128v 83 0.015 520 1 2 200 0.0107 711 PBR EA38X38X4.5 250 1 660 0 1 12 128v 83 0.015 580 0 2 200 0.0097 615 RED EA38X38X4.5 250 1 660 3 10 11 64v 157 0.061 580 4 14 200 0.0707 616 RED EA38X38X4.5 250 1 580 4 11 11 117v 99 0.115 660 3 12 200 0.0597 617 RED EA38X38X4.5 250 1 580 4 12 12 123v 91 0.137 660 3 13 200 0.0647 618 RED EA38X38X4.5 250 1 660 3 10 11 64v 157 0.062 580 4 15 200 0.0757 619 RED EA38X38X4.5 250 1 540 3 10 11 64v 157 0.061 620 4 14 200 0.0707 620 RED EA38X38X4.5 250 1 620 4 11 11 117v 99 0.115 540 3 12 200 0.0597 621 RED EA38X38X4.5 250 1 620 4 12 12 123v 91 0.137 540 3 13 200 0.0657 622 RED EA38X38X4.5 250 1 540 3 10 11 64v 157 0.062 620 4 15 200 0.074

INFORME TECNICO

7 655 RED EA38X38X4.5 250 1 540 3 10 11 64v 157 0.063 620 4 14 200 0.0727 656 RED EA38X38X4.5 250 1 620 4 12 11 117v 99 0.119 540 3 12 200 0.0627 657 RED EA38X38X4.5 250 1 640 4 12 12 123v 91 0.132 560 3 12 200 0.0617 658 RED EA38X38X4.5 250 1 560 3 9 11 64v 157 0.060 640 4 15 200 0.0737 659 RED EA38X38X4.5 250 1 600 3 10 11 64v 157 0.066 520 4 16 200 0.0827 660 RED EA38X38X4.5 250 1 520 4 13 11 117v 99 0.135 600 3 13 200 0.0647 661 RED EA38X38X4.5 250 1 520 4 13 12 123v 91 0.145 580 3 12 200 0.0617 662 RED EA38X38X4.5 250 1 580 3 9 11 64v 157 0.060 520 4 16 200 0.0787 695 RED EA38X38X4.5 250 1 600 3 10 11 64v 157 0.066 520 4 16 200 0.0837 696 RED EA38X38X4.5 250 1 520 4 13 11 117v 99 0.136 600 3 13 200 0.0657 697 RED EA38X38X4.5 250 1 520 4 13 12 123v 91 0.145 620 3 12 200 0.0617 698 RED EA38X38X4.5 250 1 620 3 9 11 64v 157 0.060 520 4 16 200 0.0787 699 RED EA38X38X4.5 250 1 660 3 10 11 64v 157 0.063 580 4 14 200 0.0727 700 RED EA38X38X4.5 250 1 580 4 12 11 117v 99 0.119 660 3 12 200 0.0627 701 RED EA38X38X4.5 250 1 560 4 12 12 123v 91 0.132 640 3 12 200 0.0617 702 RED EA38X38X4.5 250 1 640 3 9 11 64v 157 0.060 560 4 15 200 0.073

8 801- 804 LEG EA100X100X8 345 2 580 201 131 4 40v 237 0.552 660 170 122 275 0.4438 841- 844 LEG EA100X100X8 345 2 620 201 131 4 40v 237 0.551 540 170 122 275 0.4438 881- 884 LEG EA100X100X8 345 2 520 232 151 4 40v 237 0.636 600 181 130 275 0.4728 807- 810 XBR EA50X50X4 250 2 640 22 56 8 125y 87 0.647 560 21 64 200 0.3198 811- 814 XBR EA50X50X4 250 2 560 22 56 8 125y 87 0.647 640 21 64 200 0.3198 847- 850 XBR EA50X50X4 250 2 520 23 59 8 125y 87 0.672 600 19 59 200 0.2988 851- 854 XBR EA50X50X4 250 2 620 22 57 8 125y 87 0.650 540 20 62 200 0.3118 887- 890 XBR EA50X50X4 250 2 580 22 57 8 125y 87 0.651 660 20 62 200 0.3128 891- 894 XBR EA50X50X4 250 2 520 22 59 8 125y 87 0.671 600 19 59 200 0.2978 805- 806 HOR EA50X50X4 250 2 580 3 8 11 108v 110 0.072 580 3 9 200 0.0468 845- 846 HOR EA50X50X4 250 2 520 3 9 11 108v 110 0.082 520 3 11 200 0.0538 885- 886 HOR EA50X50X4 250 2 520 3 9 11 108v 110 0.082 520 3 11 200 0.0538 909 PBR EA38X38X4.5 250 1 540 0 1 12 144v 66 0.022 620 1 2 200 0.0108 910 PBR EA38X38X4.5 250 1 600 0 1 12 144v 66 0.023 520 1 2 200 0.0128 911 PBR EA38X38X4.5 250 1 660 0 1 12 144v 66 0.022 580 1 2 200 0.0108 815 RED EA38X38X4.5 250 1 660 4 14 11 72v 150 0.092 580 5 21 200 0.1048 816 RED EA38X38X4.5 250 1 580 5 16 12 122v 92 0.169 660 4 16 200 0.0798 817 RED EA38X38X4.5 250 1 580 5 16 12 126v 86 0.185 660 4 17 200 0.0868 818 RED EA38X38X4.5 250 1 660 5 14 11 72v 150 0.095 580 5 21 200 0.1048 819 RED EA38X38X4.5 250 1 540 4 14 11 72v 150 0.092 620 5 21 200 0.1048 820 RED EA38X38X4.5 250 1 620 5 16 12 122v 92 0.169 540 4 16 200 0.0798 821 RED EA38X38X4.5 250 1 620 5 16 12 126v 86 0.185 540 4 17 200 0.0868 822 RED EA38X38X4.5 250 1 540 5 14 11 72v 150 0.095 620 5 21 200 0.1048 855 RED EA38X38X4.5 250 1 540 4 12 11 72v 150 0.083 620 5 19 200 0.0968 856 RED EA38X38X4.5 250 1 620 5 14 12 122v 92 0.157 540 4 14 200 0.0728 857 RED EA38X38X4.5 250 1 640 5 15 12 126v 86 0.176 560 4 16 200 0.0818 858 RED EA38X38X4.5 250 1 560 4 14 11 72v 150 0.090 640 5 20 200 0.1008 859 RED EA38X38X4.5 250 1 600 4 14 11 72v 150 0.093 520 6 23 200 0.1158 860 RED EA38X38X4.5 250 1 520 6 17 12 122v 92 0.187 600 4 16 200 0.0808 861 RED EA38X38X4.5 250 1 520 5 17 12 126v 86 0.194 600 4 16 200 0.0808 862 RED EA38X38X4.5 250 1 580 4 14 11 72v 150 0.090 520 6 22 200 0.1088 895 RED EA38X38X4.5 250 1 600 4 14 11 72v 150 0.093 520 6 23 200 0.1158 896 RED EA38X38X4.5 250 1 520 6 17 12 122v 92 0.187 600 4 16 200 0.0808 897 RED EA38X38X4.5 250 1 520 5 17 12 126v 86 0.194 600 4 16 200 0.0808 898 RED EA38X38X4.5 250 1 620 4 14 11 72v 150 0.090 520 6 22 200 0.1088 899 RED EA38X38X4.5 250 1 660 4 12 11 72v 150 0.082 580 5 19 200 0.0968 900 RED EA38X38X4.5 250 1 580 5 14 12 122v 92 0.157 660 4 14 200 0.0728 901 RED EA38X38X4.5 250 1 560 5 15 12 126v 86 0.176 640 4 16 200 0.0818 902 RED EA38X38X4.5 250 1 640 4 13 11 72v 150 0.090 560 5 20 200 0.100

9 1001- 1004 LEG EA125X125X10 345 2 580 261 109 4 66v 198 0.549 660 226 102 275 0.3699 1041- 1044 LEG EA125X125X10 345 2 620 261 109 4 66v 198 0.548 540 226 102 275 0.3709 1081- 1084 LEG EA125X125X10 345 2 520 297 124 4 66v 198 0.624 600 239 108 275 0.3919 1007- 1010 XBR EA3X3X1/4 345 2 640 39 43 8 150y 61 0.701 560 36 45 275 0.1639 1011- 1014 XBR EA3X3X1/4 345 2 560 39 43 8 150y 61 0.701 640 36 45 275 0.1639 1047- 1050 XBR EA3X3X1/4 345 2 520 43 47 8 150y 61 0.777 600 36 45 275 0.1649 1051- 1054 XBR EA3X3X1/4 345 2 620 40 44 8 150y 61 0.725 540 36 45 275 0.1639 1087- 1090 XBR EA3X3X1/4 345 2 580 40 44 8 150y 61 0.727 660 36 45 275 0.1639 1091- 1094 XBR EA3X3X1/4 345 2 520 43 47 8 150y 61 0.776 600 36 45 275 0.1639 1005- 1006 HOR EA50X50X4 250 2 580 4 10 14 123v 90 0.113 580 4 12 200 0.0609 1045- 1046 HOR EA50X50X4 250 2 520 4 12 14 123v 90 0.129 520 4 14 200 0.0689 1085- 1086 HOR EA50X50X4 250 2 520 4 12 14 123v 90 0.129 520 4 14 200 0.0689 1109 PBR EA38X38X4.5 250 1 540 1 3 12 166v 50 0.059 620 1 4 200 0.0219 1110 PBR EA38X38X4.5 250 1 600 1 3 12 166v 50 0.061 520 1 5 200 0.0239 1111 PBR EA38X38X4.5 250 1 660 1 3 12 166v 50 0.059 580 1 4 200 0.021

INFORME TECNICO

9 1015 RED EA50X50X4 250 1 580 4 10 11 62v 159 0.065 580 4 14 200 0.0689 1016 RED EA50X50X4 250 1 580 7 18 12 154v 58 0.311 660 6 18 200 0.0899 1017 RED EA50X50X4 250 1 580 9 22 12 175v 45 0.497 660 7 22 200 0.1129 1018 RED EA50X50X4 250 1 660 4 11 11 62v 159 0.070 580 5 16 200 0.0789 1019 RED EA50X50X4 250 1 620 4 10 11 62v 159 0.064 620 4 14 200 0.0689 1020 RED EA50X50X4 250 1 620 7 18 12 154v 58 0.311 540 6 18 200 0.0899 1021 RED EA50X50X4 250 1 620 9 22 12 175v 45 0.497 540 7 22 200 0.1139 1022 RED EA50X50X4 250 1 540 4 11 11 62v 159 0.070 620 5 16 200 0.0789 1055 RED EA50X50X4 250 1 620 4 10 11 62v 159 0.064 620 4 13 200 0.0669 1056 RED EA50X50X4 250 1 620 7 18 12 154v 58 0.304 540 6 17 200 0.0859 1057 RED EA50X50X4 250 1 640 8 21 12 175v 45 0.473 560 7 22 200 0.1099 1058 RED EA50X50X4 250 1 560 4 11 11 62v 159 0.069 640 5 15 200 0.0769 1059 RED EA50X50X4 250 1 520 4 12 11 62v 159 0.073 520 5 15 200 0.0769 1060 RED EA50X50X4 250 1 520 8 20 12 154v 58 0.349 600 6 18 200 0.0929 1061 RED EA50X50X4 250 1 520 9 22 12 175v 45 0.501 580 7 22 200 0.1099 1062 RED EA50X50X4 250 1 520 4 12 11 62v 159 0.073 520 5 15 200 0.0779 1095 RED EA50X50X4 250 1 520 4 12 11 62v 159 0.073 520 5 15 200 0.0779 1096 RED EA50X50X4 250 1 520 8 20 12 154v 58 0.349 600 6 18 200 0.0929 1097 RED EA50X50X4 250 1 520 9 22 12 175v 45 0.502 620 7 22 200 0.1109 1098 RED EA50X50X4 250 1 520 4 12 11 62v 159 0.073 520 5 15 200 0.0779 1099 RED EA50X50X4 250 1 580 4 10 11 62v 159 0.065 580 4 13 200 0.0669 1100 RED EA50X50X4 250 1 580 7 18 12 154v 58 0.304 660 6 17 200 0.0859 1101 RED EA50X50X4 250 1 560 8 21 12 175v 45 0.473 640 7 22 200 0.1089 1102 RED EA50X50X4 250 1 640 4 11 11 62v 159 0.069 560 5 15 200 0.076

10 1201- 1204 LEG EA6X6X3/8 345 2 580 363 130 4 53v 191 0.681 660 310 118 275 0.42810 1241- 1244 LEG EA6X6X3/8 345 2 620 363 130 4 53v 191 0.680 540 310 118 275 0.42810 1281- 1284 LEG EA6X6X3/8 345 2 520 409 146 4 53v 191 0.766 600 327 124 275 0.45110 1207- 1210 XBR EA3X3X1/4 345 2 640 42 46 6 120v 96 0.481 560 40 50 275 0.18110 1211- 1214 XBR EA3X3X1/4 345 2 560 42 46 6 120v 96 0.481 640 40 50 275 0.18110 1247- 1250 XBR EA3X3X1/4 345 2 520 45 50 6 120v 96 0.519 600 38 48 275 0.17410 1251- 1254 XBR EA3X3X1/4 345 2 620 44 48 6 120v 96 0.504 540 39 50 275 0.18010 1287- 1290 XBR EA3X3X1/4 345 2 580 44 48 6 120v 96 0.505 660 40 50 275 0.18110 1291- 1294 XBR EA3X3X1/4 345 2 520 45 50 6 120v 96 0.519 600 38 48 275 0.17410 1205- 1206 HOR EA50X50X4 250 2 580 5 14 14 137v 73 0.194 580 5 17 200 0.08310 1245- 1246 HOR EA50X50X4 250 2 520 6 16 14 137v 73 0.218 520 6 19 200 0.09310 1285- 1286 HOR EA50X50X4 250 2 520 6 16 14 137v 73 0.218 520 6 19 200 0.09310 1309 PBR EA38X38X4.5 250 1 540 1 2 12 197v 35 0.061 620 1 3 200 0.01510 1310 PBR EA38X38X4.5 250 1 600 1 2 12 197v 35 0.062 520 1 3 200 0.01710 1311 PBR EA38X38X4.5 250 1 660 1 2 12 197v 35 0.061 580 1 3 200 0.01510 1215 RED EA50X50X4 250 1 660 7 18 11 74v 148 0.120 580 8 25 200 0.12310 1216 RED EA50X50X4 250 1 580 10 26 12 161v 53 0.499 660 8 26 200 0.12810 1217 RED EA50X50X4 250 1 580 9 23 12 177v 44 0.526 660 8 23 200 0.11710 1218 RED EA50X50X4 250 1 580 5 14 11 74v 148 0.096 580 6 19 200 0.09610 1219 RED EA50X50X4 250 1 540 7 18 11 74v 148 0.120 620 8 25 200 0.12310 1220 RED EA50X50X4 250 1 620 10 26 12 161v 53 0.499 540 8 26 200 0.12810 1221 RED EA50X50X4 250 1 620 9 23 12 177v 44 0.525 540 8 23 200 0.11810 1222 RED EA50X50X4 250 1 620 5 14 11 74v 148 0.096 620 6 19 200 0.09610 1255 RED EA50X50X4 250 1 560 6 16 11 74v 148 0.109 640 7 22 200 0.11010 1256 RED EA50X50X4 250 1 620 9 24 12 161v 53 0.445 560 8 23 200 0.11510 1257 RED EA50X50X4 250 1 620 8 21 12 177v 44 0.486 560 7 21 200 0.10810 1258 RED EA50X50X4 250 1 620 5 14 11 74v 148 0.096 640 6 17 200 0.08710 1259 RED EA50X50X4 250 1 600 7 17 11 74v 148 0.116 520 8 26 200 0.12910 1260 RED EA50X50X4 250 1 520 11 28 12 161v 53 0.530 600 8 25 200 0.12610 1261 RED EA50X50X4 250 1 520 10 25 12 177v 44 0.570 600 8 24 200 0.11810 1262 RED EA50X50X4 250 1 520 6 16 11 74v 148 0.108 520 7 21 200 0.10310 1295 RED EA50X50X4 250 1 600 7 17 11 74v 148 0.117 520 8 26 200 0.12910 1296 RED EA50X50X4 250 1 520 11 28 12 161v 53 0.531 600 8 25 200 0.12610 1297 RED EA50X50X4 250 1 520 10 25 12 177v 44 0.571 600 8 24 200 0.11810 1298 RED EA50X50X4 250 1 520 6 16 11 74v 148 0.108 520 7 21 200 0.10310 1299 RED EA50X50X4 250 1 640 6 16 11 74v 148 0.109 560 7 22 200 0.11110 1300 RED EA50X50X4 250 1 580 9 24 12 161v 53 0.445 640 8 23 200 0.11510 1301 RED EA50X50X4 250 1 580 8 21 12 177v 44 0.486 640 7 21 200 0.10810 1302 RED EA50X50X4 250 1 580 5 14 11 74v 148 0.096 560 6 17 200 0.088

11 1401- 1404 LEG EA6X6X1/2 345 2 580 470 127 4 53v 219 0.580 660 400 115 275 0.41811 1441- 1444 LEG EA6X6X1/2 345 2 620 469 127 4 53v 219 0.580 540 400 115 275 0.41811 1481- 1484 LEG EA6X6X1/2 345 2 520 524 142 4 53v 219 0.648 600 420 121 275 0.43911 1407- 1410 XBR EA3X3X1/4 345 2 640 40 44 9 122v 92 0.481 560 38 48 275 0.17311 1411- 1414 XBR EA3X3X1/4 345 2 560 40 44 9 122v 92 0.481 640 38 48 275 0.17311 1447- 1450 XBR EA3X3X1/4 345 2 520 44 48 9 122v 92 0.520 600 36 46 275 0.16711 1451- 1454 XBR EA3X3X1/4 345 2 620 42 47 9 122v 92 0.505 540 38 47 275 0.172

INFORME TECNICO

11 1487- 1490 XBR EA3X3X1/4 345 2 580 42 47 9 122v 92 0.505 660 38 47 275 0.17211 1491- 1494 XBR EA3X3X1/4 345 2 520 43 48 9 122v 92 0.519 600 36 46 275 0.16611 1405- 1406 HOR EA50X50X4 250 2 580 7 18 14 152v 60 0.307 580 7 21 200 0.10711 1445- 1446 HOR EA50X50X4 250 2 520 8 20 14 152v 60 0.343 520 8 24 200 0.12011 1485- 1486 HOR EA50X50X4 250 2 520 8 20 14 152v 60 0.343 520 8 24 200 0.12011 1509 PBR EA38X38X4.5 250 1 540 1 2 12 228v 26 0.076 620 1 3 200 0.01411 1510 PBR EA38X38X4.5 250 1 600 1 2 12 228v 26 0.078 520 1 3 200 0.01611 1511 PBR EA38X38X4.5 250 1 660 1 2 12 228v 26 0.077 580 1 3 200 0.01411 1415 RED EA50X50X4 250 1 580 7 18 11 86v 136 0.135 580 8 25 200 0.12411 1416 RED EA50X50X4 250 1 580 9 24 12 168v 48 0.498 660 8 23 200 0.11711 1417 RED EA50X50X4 250 1 580 10 26 12 181v 42 0.612 660 8 26 200 0.12911 1418 RED EA50X50X4 250 1 660 7 18 11 86v 136 0.136 580 9 26 200 0.13011 1419 RED EA50X50X4 250 1 620 7 18 11 86v 136 0.135 620 8 25 200 0.12411 1420 RED EA50X50X4 250 1 620 9 24 12 168v 48 0.497 540 8 23 200 0.11711 1421 RED EA50X50X4 250 1 620 10 26 12 181v 42 0.612 540 8 26 200 0.12911 1422 RED EA50X50X4 250 1 540 7 18 11 86v 136 0.136 620 9 26 200 0.13011 1455 RED EA50X50X4 250 1 620 7 18 11 86v 136 0.135 620 8 25 200 0.12411 1456 RED EA50X50X4 250 1 620 9 24 12 168v 48 0.499 540 8 23 200 0.11711 1457 RED EA50X50X4 250 1 640 9 25 12 181v 42 0.587 560 8 25 200 0.12811 1458 RED EA50X50X4 250 1 560 7 18 11 86v 136 0.136 640 8 25 200 0.12711 1459 RED EA50X50X4 250 1 520 8 20 11 86v 136 0.151 520 9 28 200 0.13911 1460 RED EA50X50X4 250 1 520 10 27 12 168v 48 0.556 600 8 25 200 0.12311 1461 RED EA50X50X4 250 1 520 10 25 12 181v 42 0.603 580 8 26 200 0.12911 1462 RED EA50X50X4 250 1 520 8 20 11 86v 136 0.151 520 8 25 200 0.12611 1495 RED EA50X50X4 250 1 520 8 20 11 86v 136 0.151 520 9 28 200 0.13911 1496 RED EA50X50X4 250 1 520 10 27 12 168v 48 0.556 600 8 25 200 0.12311 1497 RED EA50X50X4 250 1 520 10 25 12 181v 42 0.603 620 8 26 200 0.12911 1498 RED EA50X50X4 250 1 520 8 20 11 86v 136 0.151 520 8 25 200 0.12611 1499 RED EA50X50X4 250 1 580 7 18 11 86v 136 0.135 580 8 25 200 0.12411 1500 RED EA50X50X4 250 1 580 9 24 12 168v 48 0.499 660 8 23 200 0.11711 1501 RED EA50X50X4 250 1 560 9 25 12 181v 42 0.587 640 8 25 200 0.12711 1502 RED EA50X50X4 250 1 640 7 18 11 86v 136 0.136 560 8 25 200 0.127

12 1601- 1604 LEG EA6X6X1/2 345 2 580 572 154 4 53v 219 0.704 660 482 139 275 0.50512 1641- 1644 LEG EA6X6X1/2 345 2 620 571 154 4 53v 219 0.704 540 483 139 275 0.50512 1681- 1684 LEG EA6X6X1/2 345 2 520 635 172 4 53v 219 0.782 600 506 146 275 0.52912 1607- 1610 XBR EA3X3X1/4 345 2 640 40 44 9 124v 89 0.499 560 37 47 275 0.17112 1611- 1614 XBR EA3X3X1/4 345 2 560 40 44 9 124v 89 0.499 640 37 47 275 0.17112 1647- 1650 XBR EA3X3X1/4 345 2 520 45 50 9 124v 89 0.562 600 38 47 275 0.17212 1651- 1654 XBR EA3X3X1/4 345 2 620 43 48 9 124v 89 0.539 540 38 48 275 0.17512 1687- 1690 XBR EA3X3X1/4 345 2 580 43 48 9 124v 89 0.539 660 38 48 275 0.17512 1691- 1694 XBR EA3X3X1/4 345 2 520 45 50 9 124v 89 0.561 600 38 47 275 0.17112 1730- 1733 HOR EA50X50X4 250 2 580 8 22 14 123x 91 0.243 580 8 26 200 0.13012 1734- 1737 HOR EA50X50X4 250 2 520 9 25 14 123x 91 0.270 520 9 29 200 0.14412 1738- 1741 HOR EA50X50X4 250 2 520 9 25 14 123x 91 0.270 520 9 29 200 0.14412 1707- 1708 PBR EA50X50X4 250 1 660 1 2 12 124x 89 0.022 580 1 2 200 0.01212 1709 PBR EA38X38X4.5 250 1 660 0 0 12 129v 82 0.002 580 0 0 200 0.00112 1710 PBR EA38X38X4.5 250 1 620 0 1 12 129v 82 0.010 520 0 1 200 0.00512 1711 PBR EA38X38X4.5 250 1 520 0 1 12 129v 82 0.010 620 0 1 200 0.00512 1716- 1717 PBR EA50X50X4 250 1 540 1 2 12 124x 89 0.022 620 1 2 200 0.01212 1718 PBR EA38X38X4.5 250 1 540 0 0 12 129v 82 0.002 620 0 0 200 0.00112 1719 PBR EA38X38X4.5 250 1 520 0 1 12 129v 82 0.010 580 0 1 200 0.00512 1720 PBR EA38X38X4.5 250 1 580 0 1 12 129v 82 0.010 520 0 1 200 0.00512 1725- 1726 PBR EA50X50X4 250 1 600 1 2 12 124x 89 0.021 520 1 3 200 0.01312 1727 PBR EA38X38X4.5 250 1 600 0 0 12 129v 82 0.002 520 0 0 200 0.00112 1728 PBR EA38X38X4.5 250 1 560 0 1 12 129v 82 0.010 640 0 1 200 0.00512 1729 PBR EA38X38X4.5 250 1 640 0 1 12 129v 82 0.010 560 0 1 200 0.00512 1615 RED EA50X50X4 250 1 660 9 23 11 97v 123 0.185 580 10 32 200 0.15912 1616 RED EA50X50X4 250 1 580 10 27 12 176v 44 0.618 660 9 26 200 0.13112 1617 RED EA50X50X4 250 1 580 8 21 12 185v 40 0.523 580 8 25 200 0.12312 1618 RED EA50X50X4 250 1 580 9 22 11 97v 123 0.182 580 9 26 200 0.13112 1619 RED EA50X50X4 250 1 540 9 23 11 97v 123 0.185 620 10 32 200 0.15912 1620 RED EA50X50X4 250 1 620 10 27 12 176v 44 0.618 540 9 26 200 0.13112 1621 RED EA50X50X4 250 1 620 8 21 12 185v 40 0.523 620 8 25 200 0.12312 1622 RED EA50X50X4 250 1 620 9 22 11 97v 123 0.182 620 9 26 200 0.13112 1655 RED EA50X50X4 250 1 620 8 22 11 97v 123 0.180 640 10 29 200 0.14512 1656 RED EA50X50X4 250 1 640 10 25 12 176v 44 0.561 560 8 24 200 0.12212 1657 RED EA50X50X4 250 1 620 8 21 12 185v 40 0.523 620 8 25 200 0.12312 1658 RED EA50X50X4 250 1 620 9 22 11 97v 123 0.182 620 9 26 200 0.13112 1659 RED EA50X50X4 250 1 520 9 25 11 97v 123 0.200 520 11 32 200 0.16212 1660 RED EA50X50X4 250 1 520 11 28 12 176v 44 0.636 520 9 26 200 0.13012 1661 RED EA50X50X4 250 1 520 9 23 12 185v 40 0.581 520 9 27 200 0.137

INFORME TECNICO

12 1662 RED EA50X50X4 250 1 520 10 25 11 97v 123 0.202 520 10 29 200 0.14512 1695 RED EA50X50X4 250 1 520 9 25 11 97v 123 0.200 520 11 32 200 0.16212 1696 RED EA50X50X4 250 1 520 11 28 12 176v 44 0.637 520 9 26 200 0.13012 1697 RED EA50X50X4 250 1 520 9 23 12 185v 40 0.581 520 9 27 200 0.13712 1698 RED EA50X50X4 250 1 520 10 25 11 97v 123 0.202 520 10 29 200 0.14512 1699 RED EA50X50X4 250 1 580 8 22 11 97v 123 0.180 560 10 29 200 0.14612 1700 RED EA50X50X4 250 1 560 10 25 12 176v 44 0.562 640 8 24 200 0.12212 1701 RED EA50X50X4 250 1 580 8 21 12 185v 40 0.523 580 8 25 200 0.12312 1702 RED EA50X50X4 250 1 580 9 22 11 97v 123 0.182 580 9 26 200 0.131

13 1807 RED EA38X38X4.5 250 1 580 0 1 11 98v 121 0.012 520 0 2 200 0.01013 1808 RED EA38X38X4.5 250 1 520 0 1 11 98v 121 0.012 520 0 2 200 0.00913 1809 RED EA38X38X4.5 250 1 560 0 1 11 98v 121 0.012 560 0 2 200 0.00913 1810 RED EA38X38X4.5 250 1 520 1 2 11 98v 121 0.017 520 1 3 200 0.01313 1811 RED EA38X38X4.5 250 1 580 1 2 11 98v 121 0.017 580 1 3 200 0.01313 1812 RED EA38X38X4.5 250 1 640 1 2 11 98v 121 0.016 640 1 2 200 0.01213 1813 RED EA38X38X4.5 250 1 580 0 1 11 114v 102 0.014 520 1 2 200 0.01013 1814 RED EA38X38X4.5 250 1 640 0 1 11 114v 102 0.014 580 0 2 200 0.00913 1815 RED EA38X38X4.5 250 1 560 0 1 11 114v 102 0.014 620 0 2 200 0.00913 1816 RED EA38X38X4.5 250 1 520 1 2 11 114v 102 0.020 520 1 3 200 0.01313 1817 RED EA38X38X4.5 250 1 580 1 2 11 114v 102 0.019 580 1 2 200 0.01213 1818 RED EA38X38X4.5 250 1 620 1 2 11 114v 102 0.016 620 1 2 200 0.01013 1819 RED EA38X38X4.5 250 1 580 1 2 12 129v 82 0.019 580 1 2 200 0.01013 1820 RED EA38X38X4.5 250 1 520 1 2 12 129v 82 0.019 520 1 2 200 0.01013 1821 RED EA38X38X4.5 250 1 520 0 1 12 129v 82 0.018 520 0 2 200 0.00913 1822 RED EA38X38X4.5 250 1 520 1 2 12 129v 82 0.026 520 1 3 200 0.01313 1823 RED EA38X38X4.5 250 1 580 1 2 12 129v 82 0.025 580 1 3 200 0.01313 1824 RED EA38X38X4.5 250 1 620 1 2 12 129v 82 0.025 620 1 3 200 0.013

Mass SummarySect Size fy L (m) M (kg)314 EA3X3X1/4 Y 345 169.30 1204.67414 EA100X100X6 Y 345 6.00 54.82538 EA125X125X10 Y 345 18.02 339.45612 EA6X6X1/2 Y 345 36.03 1046.63638 EA6X6X3/8 Y 345 18.02 396.021516 EA38X38X4.5 Y 250 201.30 508.442316 EA50X50X4 Y 250 245.33 739.532514 EA2.5X2.5X1/4 Y 345 6.00 35.332516 EA2.5X2.5X3/16 Y 250 18.00 81.954516 EA100X100X8 Y 345 18.02 217.25

--------4624.09

INFORME TECNICO

9.2. DISEÑO POR OPERACIÓN: VELOCIDAD DE VIENTO 100km/h

Figura Nº4. Vista de desplazamientos en la parte superior de la torre.

ANCILLARY ROTATIONS

ENVELOPE OF TOWER ROTATIONS (Degrees about global axes, 3 node plane)Pt Height LC X-Rot LC Y_Rot LC Z-Rot1 42.00 560 0.4253 520 0.4996 560 0.04472 40.00 560 0.4245 520 0.4998 560 0.04133 38.00 560 0.4197 520 0.4949 560 0.03764 36.00 560 0.4095 520 0.4829 560 0.03345 34.00 560 0.3937 520 0.4611 560 0.02926 32.00 560 0.3697 520 0.4307 560 0.02577 30.00 560 0.3420 520 0.3965 560 0.02228 27.00 560 0.3033 520 0.3498 560 0.01639 24.00 560 0.2565 520 0.2944 560 0.0119

10 18.00 560 0.1877 520 0.2142 640 0.038011 12.00 560 0.1204 520 0.1370 640 0.005212 6.00 560 0.0615 520 0.0697 640 0.0293

INFORME TECNICO

10. REACCIONES EN LA BASE

10.1. CARGAS EN SERVICIO

SUPPORT REACTIONS (Applied to tower)Case Node FX FY FZ MX MY MZ500 1105 -1.079 1.868 35.423 0.359 0.207 0.000

1115 -1.071 -1.864 35.000 -0.353 0.205 0.0001135 2.150 -0.004 34.972 0.001 -0.408 0.000

Resultant 0.000 0.000 105.396 -0.858 -0.562 0.000 at centroid

520 1105 19.842 -22.114 -302.653 -2.632 0.622 -0.1911115 19.829 22.107 -303.075 2.638 0.618 0.1911135 64.589 0.007 711.124 0.000 -5.174 0.000

Resultant 104.260 0.000 105.396 -0.858 2390.458 0.000 at centroid

540 1105 -2.261 16.024 165.308 0.153 2.206 -0.1821115 26.852 43.526 -542.419 3.419 -1.420 0.0481135 42.570 4.274 482.507 -1.296 -3.667 0.131

Resultant 67.161 63.824 105.396 -1445.025 1581.740 0.678 at centroid

560 1105 -22.174 45.340 554.230 2.994 2.899 -0.0991115 19.867 41.336 -478.276 2.226 -2.461 -0.0991135 1.836 5.997 29.442 -1.840 -0.347 0.189

Resultant -0.471 92.673 105.396 -2108.092 -20.063 2.191 at centroid

580 1105 -30.732 50.084 641.234 4.249 1.873 0.0521115 0.218 13.689 -108.919 -0.553 -1.987 -0.2031135 -40.318 4.586 -426.920 -1.393 2.870 0.145


600 1105 -19.491 23.161 336.613 3.022 -0.116 0.1601115 -19.464 -23.145 336.189 -3.017 -0.117 -0.1601135 -53.123 -0.016 -567.406 0.002 3.882 0.000


620 1105 0.196 -13.677 -108.496 0.559 -1.985 0.2031115 -30.710 -50.071 640.811 -4.243 1.871 -0.0521135 -40.318 -4.610 -426.919 1.396 2.870 -0.145

Resultant -70.832 -68.359 105.396 1530.045 -1633.849 -1.170 at centroid

640 1105 19.860 -41.331 -477.853 -2.220 -2.458 0.0991115 -22.167 -45.336 553.807 -2.988 2.896 0.0991135 1.836 -6.005 29.442 1.841 -0.347 -0.189

Resultant -0.471 -92.673 105.396 2106.376 -20.064 -2.191 at centroid

660 1105 26.858 -43.530 -541.996 -3.413 -1.416 -0.0481115 -2.267 -16.028 164.885 -0.146 2.202 0.1821135 42.570 -4.267 482.507 1.296 -3.667 -0.131

Resultant 67.161 -63.824 105.396 1443.308 1581.741 -0.678 at centroid

INFORME TECNICO

11. CONCLUSIONES

1. La estructura con la geometría planteada y con los perfiles angulares consideradoscumplen con las condiciones de resistencia evaluados a velocidad de viento de 130km/h(Velocidad de Supervivencia).

2. La estructura presenta las siguientes deformación es que han sido medidas en la cúspide dela estructura para una velocidad de viento de 100km/h (Velocidad de Operación).

Deflexión: 0.2036m = 0.28º< 0.75ºTorsión: 0.05°< 0.30ºEstas deformaciones son mínimas y no comprometen a la estructura.

3. Los máximos ratios de esfuerzos en los elementos por cada panel son los siguientes:

Panel MONTANTE DIAGONALPerfil Ratio Máximo Perfil Ratio Máximo

Panel 1 L2.5X2.5X3/16 0.050 L38X38X4.5 0.183Panel 2 L2.5X2.5X3/16 0.172 L38X38X4.5 0.272Panel 3 L2.5X2.5X3/16 0.342 L38X38X4.5 0.377Panel 4 L2.5X2.5X1/4 0.460 L38X38X4.5 0.679Panel 5 L3X3X1/4 0.540 L50X50X4 0.455Panel 6 L100X100X6 0.624 L50X50X4 0.553Panel 7 L100X100X8 0.484 L50X50X4 0.645Panel 8 L100X100X8 0.636 L50X50X4 0.672Panel 9 L125X125X10 0.624 L3X3X1/4 0.777Panel 10 L6X6X3/8 0.766 L3X3X1/4 0.519Panel 11 L6X6X1/2 0.648 L3X3X1/4 0.520Panel 12 L6X6X1/2 0.782 L3X3X1/4 0.561

INFORME TECNICO

ANEXO 1

A. DISEÑO DE PERNOS1. Resistencia de Corte de Pernos =

Donde:

Ra= Resistencia admisible de corte de pernos Fa= Esfuerzo de corte nominal, kgf/cm2

El perno a emplear es SAE 1020 Gr.5 que es equivalente a ASTM 325 que tiene unesfuerzo de corte de 21Ksi

Fa=21Ksi= 1476.51 Kg/cm2

Ab = Área bruta del perno, cm2

B. DISEÑO DE ELEMENTOS1. Resistencia de Aplastamiento de Perforaciones de Pernos= 0.6 ≤ 1.2

Donde: Fu = Resistencia última mínima especificada del material conectado, kgf/cm2 d = Diámetro nominal del perno, cm lc = Distancia libre, en la dirección de la carga, entre el borde del perforación y el borde

del perforación adyacente o borde del material, cm t = Espesor del material conectado, cm

2. Resistencia de Arrancamiento Perforaciones de Pernos= 0.60Ω = 1.50 ( )

Donde: = Agv = Área bruta solicitada a corte, cm2

Fy= Esfuerzo de fluencia del elementos, kgf/cm2

Donde: Le= Distancia al borde

La distancia máxima desde el centro de cualquier perno o remache hasta el borde máscercano de partes en contacto debe ser 12 veces el espesor de la parte conectada.

INFORME TECNICOGC-IB-F-04

INFORME TECNICOGC-IB-F-04

ANEXO 2

PROPIEDADES DE PERFILES USADOS

A Ax J IxRxZx M D Tf Sx cy ex Iu Zu1 ruu Iv Zv2 rvv tan f y1 y2EA6x6x5/8 45.900 0 0.000 999.00 4.66 91.900 36.040 152.4 15.8 0.00 4.370 1587.0 0.00 5.880 411.00 0.000 0.000 2.990 1 0 248 348EA6x6x1/2 37.000 0 0.000 819.00 4.70 74.500 29.040 152.4 12.6 0.00 4.240 1303.0 0.000 5.930 335.00 0.000 0.000 3.010 1 0 248 348EA125x125x10 23.300 0 0.000 359.00 3.92 39.000 18.280 127.0 9.40 0.00 3.490 571.0 0.000 4.950 147.00 0.000 0.000 2.510 1 0 248 348EA4x4x3/8 18.300 0 0.000 178.00 3.11 24.400 14.420 101.6 9.4 0.00 2.86 0.000 283.00 3.92 73.100 0.000 0.000 1.990 1 0 248 348EA3x3x1/4 0.0000.000 0.00 0.00 0.00 0.00 76.2 6.2 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.000 1 0250350EA2.5x2.5x1/4 7.500 0 0.000 29.000 1.93 6.200 5.900 63.5 6.35 0.00 1.80 0.00 45.50 2.45 11.800 0.000 0.000 1.250 1 0 248 348EA2.5x2.5x3/16 5.800 0 0.000 21.500 1.98 4.900 4.55 63.5 4.8 0.00 1.64 0.00 0.00 0.00 0.000 0.000 0.000 1.250 1 0 248 348EA2x2x3/16 4.5 0 0.000 11.0 1.55 3.00 3.58 50.8 4.6 0.001.42 0.00 0.00 17.4 0.000 1.95 4.5 0.000 1 0 250 350EA38x38x4.50.0000.000 0.00 0.00 0.00 0.00 38.0 4.5 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.000 1 0250350

memoria de calculo tat 42m - 100kph - t1

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