TECHINT S.A. de CVTECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 3 de...

TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 1 de 99

ÍNDICE

1. GENERALIDADES.................................................................................................................................................... 2 1.1. PROGRAMA DE CALCULO...................................................................................................................................... 2 1.2. NORMAS ...................................................................................................................................................................... 2 1.3. MATERIALES.............................................................................................................................................................. 2 1.4. ESPESOR MINIMO PERMITIDO .............................................................................................................................. 3 1.5. LIGEREZA MAXIMA DE LOS MEMBROS............................................................................................................. 3 1.6. ESPECIFICATIONES .................................................................................................................................................. 3 1.7. COMBINACIONES DE CARGA................................................................................................................................ 4

2. DIAGRAMA DE CARGAS ....................................................................................................................................... 5

3. CALCULO DE VIENTO SOBRE LA ESTRUCTURA....................................................................................... 13

4. OUTPUT . ................................................................................................................................................................ 21

5. VERIFICACION DE LOS MIEMBROS ….......................................................................................................... 86

6. CARGAS ULTIMAS SOBRE LAS CIMENTACIONES .................................................................................... 92

7. VERIFICACION DE STUBS Y CLEATS............................................................................................................. 94

8. DESPLAZAMIENTOS MAXIMOS....................................................................................................................... 98

- CUERPO BASICO DOC. NO. SIEPAC-L1-GE-S-PL-4200 2 DE 2 - HIERRO DE ANCLAJE (STUB) DOC. NO. SIEPAC-L1-GE-S-PL-4201 2 DE 2


1. GENERALIDADES

La presente memoria de calculo tiene por objecto desarollar el calculo de la TORRE DE 4

CIRCUITOS DE TENSION Y TERMINAL AUTOSOPORTADA TIPO “2TDD”.

Este documento encluye las beses: +12m, +9m, +6m, +3m, ±0m, con patas da +0m a+7m.

Para el diseno geometrico se ha tenido en cuenta las recomandaciones y esquemas

subministrados por la EPR.

1.1. PROGRAMA DE CALCULO

La resolucion de la estrucura se realiza mediante la utilizacion del programa de calculo elastico

“TOWER” .

1.2. NORMAS

• Especificationes Tecnicas de la EPR

• A.S.C.E. – Guide for design of steel Transmission Tower No. 52 second edition –

version 1988

• A.I.S.C.

• A.S.T.M.

• ACI 318/95

• ANSI / ASCE 10 – 97: Design of Latticed steel Transmission Structures

1.3. MATERIALES

• Perfiles angulares laminados en caliente, calidad:

ASTM A36 : Limite de fluencia minimo 2531 kg/cm² or equivalent

Aplastamiento 6166 kg/cm²

ASTM A572 Gr. 50 : Limite de fluencia minimo 3497 kg/cm² or equivalent

Aplastamiento 6854 kg/cm²


• Chapas calidad ASTM A572 GR50: Limite de fluencia minimo 3497 kg/cm²

• Bulones ASTM A394 o EN 20898 Clase 6.8:

Limite de fluencia minimo = 4800 kg/cm²

Tension ultima de rotura = 6000 kg/cm²

Cortante 3000 kg/cm²

Minima dimension de tornillos φ = 16mm

1.4. ESPESOR MINIMO PERMITIDO

• Para miembros principales incluyendo las crucetas: 5 mm

• Para los otros miembros: 4 mm

• Minimo dimension de angulo: L 45 x 45 x 4

• Placas en estructura 5 mm

1.5. LIGEREZA MAXIMA DE LOS MIEMBROS

• Para miembro principales incluyendo las crucetas : <= 150

• Para los otros miembros comprimido: <= 200

• Para los otros miembros redundante: <= 250

• Para los miembros solo a tensión: <= 300

1.6. ESPECIFICACIONES

• Los elementos estucturales cuyo eje longitudinal forme con la horizontal un àngulo

mayor a 45° , deberàn resistir una carga concentrada de 100 kg perpendicular al eje

longitudinal, applicada en cualquiere punto de su longitud (par. 1.8).

• El elemento redundante debe tener capacidad para soportar, por lo menos, el 2,5 % de la

fuerza actuante en el elemento principal que arriostra.


1.7. COMBINACIONES DE CARGA

I: Hp. 1: NORMAL – Viento maximo trasversal deflexión 50° k=1.5 Hp. 9: NORMAL – Viento maximo trasversal deflexión 0° k=1.5 II: Hp. 2: NORMAL – Viento maximo longitudinal deflexión 50° k=1.5 Hp. 10: NORMAL – Viento maximo longitudinal deflexión 0° k=1.5 III: Hp. 3: NORMAL – Viento maximo obliquo 45° deflexión 50° k=1.5 Hp. 11: NORMAL – Viento maximo obliquo 45° deflexión 0° k=1.5 IV: Hp. 4: NORMAL – Viento maximo trasversal - TERMINAL k=1.5 V: Hp. 5: NORMAL – Viento maximo longitudinal - TERMINAL k=1.5 VI: Hp. 6: NORMAL – Viento maximo obliquo 45° - TERMINAL k=1.5 VII: Hp. 7A÷7P: TENDIDO DE CABLES deflexión 50° k=1.7 Hp. 12A÷12P: TENDIDO DE CABLES deflexión 0° k=1.7 VIII: Hp. 8A÷8P: SOBRE CARGA VERTICAL deflexión 50° k=1.7 Hp. 13A÷13P: SOBRE CARGA VERTICAL deflexión 50° k=1.7 Combinaciones 1÷6, 9÷11 consideradas con dos circuitos instalado.

+12 +9 +6 +3 ±02TDD127 2TDD97 2TDD67 2TDD37 2TDD07

1 9 17 25 332TDD126 2TDD96 2TDD66 2TDD36 2TDD06



4 12 20 28 362TDD12A 2TDD9A 2TDD6A 2TDD3A 2TDD0A

5 13 21 29 372TDD12B 2TDD9B 2TDD6B 2TDD3B 2TDD0B

6 14 22 30 382TDD12C 2TDD9C 2TDD6C 2TDD3C 2TDD0C

7 15 23 31 392TDD12D 2TDD9D 2TDD6D 2TDD3D 2TDD0D

8 16 24 32 40

EXT.+7 EXT.+7 EXT.+7 EXT.+7

VIENTO VIENTOTRANSVERSAL TRANSVERSAL



VIENTO VIENTOTRANSVERSAL TRANSVERSAL


ARREGLO D

4 EXT. +6

TORRE 2TDD MATRIZ DE CORRIDAS PARA DISEÑO ESTRUCTURAL

N I V E L E SPATAS

4 EXT. +7

4

ARREGLO C

7

8

ARREGLO C

ARREGLO D

4 EXT. +4

5

6

1

3

2

4 EXT. +5

ARREGLO A

ARREGLO B

ARREGLO A ARREGLO B


2. DIAGRAMA DE CARGAS


-150 -150 -150 -150570 340 570 340 570 280 570 280

3 110 3 110 1 420 1 420680 690

4 950 3 08060 60 4 950 60 60 3 080

680 1 790 1 790 680 690 1 790 1 790 6904 950 3 080

60 60 4 950 60 60 3 080680 1 790 1 790 680 690 1 790 1 790 690

4 950 3 08060 60 4 950 60 60 3 080

680 1 790 1 790 680 690 1 790 1 790 6904 950 3 080

230 kg/m2 60 60 4 950 230 kg/m2 60 60 3 080680 1 790 1 790 680 690 1 790 1 790 690

Trasversal 4 950 3 08060 60 4 950 60 60 3 080

680 1 790 1 790 680 690 1 790 1 790 6904 950 3 080

60 60 4 950 60 60 3 080680 1 790 1 790 690 1 790 1 790

D.W. D.W.HP. 1 - 1A - 1D HP. 2 - 2A - 2DNORMAL - VIENTO MAXIMO TRANSVERSAL NORMAL - VIENTO MAXIMO LONGITUDINAL

K = K = -150 -150 -150 -150570 280 570 280 440 2 890 440 2 890

2 360 2 360 830 830620 4 680

3 840 1 62060 60 3 840 -100 -100 1 620

620 1 790 1 790 620 4 680 1 300 1 300 4 6803 840 1 620

60 60 3 840 -100 -100 1 620620 1 790 1 790 620 4 680 1 300 1 300 4 680

3 840 1 62060 60 3 840 -100 -100 1 620

620 1 790 1 790 620 4 680 1 300 1 300 4 6803 840 1 620

230kg/m2 x 1.1 x 0.707= 60 60 3 840 230 kg/m2 -100 -100 1 620179 kg/m2 620 1 790 1 790 620 4 680 1 300 1 300 4 680

3 840 Trasversal 1 62060 60 3 840 -100 -100 1 620

OBLIQUO (45°) 620 1 790 1 790 620 4 680 1 300 1 300 4 6803 840 1 620

60 60 3 840 -100 -100 1 620620 1 790 1 790 1 300 1 300

D.W. D.W.HP. 3 - 3A - 3D HP. 4 - 4A - 4DNORMAL - VIENTO MAXIMO OBLIQUO (45°) NORMAL - TERMINAL - VIENTO MAXIMO TRANSVERSAL

K = K = -150 -150 -150 -150440 1 940 440 1 940 440 2 390 440 2 390

840 840 870 8704 100 4 020

1 360 1 430-100 -100 1 360 -100 -100 1 430

4 100 1 300 1 300 4 100 4 020 1 300 1 300 4 0201 360 1 430

-100 -100 1 360 -100 -100 1 4304 100 1 300 1 300 4 100 4 020 1 300 1 300 4 0201 360 1 430

-100 -100 1 360 -100 -100 1 4304 100 1 300 1 300 4 100 4 020 1 300 1 300 4 0201 360 1 430

230 kg/m2 -100 -100 1 360 230kg/m2 x 1.1 x 0.707= -100 -100 1 4304 100 1 300 1 300 4 100 179 kg/m2 4 020 1 300 1 300 4 0201 360 1 430

-100 -100 1 360 -100 -100 1 4304 100 1 300 1 300 4 100 OBLIQUO (45°) 4 020 1 300 1 300 4 0201 360 1 430

-100 -100 1 360 -100 -100 1 4304 100 1 300 1 300 4 020 1 300 1 300

D.W. D.W.HP. 5 - 5A - 5D HP. 6 - 6A - 6DNORMAL - TERMINAL - VIENTO MAXIMO LONGITUDINAL NORMAL - TERMINAL - VIENTO MAXIMO OBLIQUO (45°)

K = K =

NOTE: - LAS CARGAS ESTAN AFECTADAS POR SU FACTOR DE SEGURDAD CORRESPONDIENTE- CARGAS "A": MINIMO VERTICAL; CARGAS "D": DOS CIRCUITOS INSTALADO- CARGAS EN kg

1.5

1.5

Longitudinal

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.5

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

Longitudinal

1.5

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.5

1.5

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA


0 0 1 660 1 190 0 0 6400 1 440 0 1 440

0 2 4900 0

0 3 0100 0 0 0 0 3 700 0

0 00 0

0 0 0 0 0 0 0 00 0

0 00 0 0 0 0 0 0 00 0

0 kg/m2 0 0 kg/m2 00 0 0 0 0 0 0 00 0

0 00 0 0 0 0 0 0 00 0

0 00 0 0 0 0 0

D.W. D.W.HP. 7A HP. 7BCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

0 640 0 0 6400 1 440 0 1 440

0 03 010 3 010

0 0 2 030 2 490 0 0 2 0300 0

3 010 3 0100 0 3 700 0 0 0 2 030 2 4900 0

0 3 0100 0 0 0 0 0 3 700 00 0

0 kg/m2 0 0 kg/m2 00 0 0 0 0 0 0 00 0

0 00 0 0 0 0 0 0 00 0

0 00 0 0 0 0 0

D.W. D.W.HP. 7C HP. 7DCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

0 0 640 0 0 6400 1 440 0 1 440

0 03 010 3 010

0 0 2 030 0 0 2 0300 0

3 010 3 0100 0 2 030 0 0 2 0300 0

3 010 3 0100 0 2 030 2 490 0 0 2 0300 0

0 kg/m2 3 010 0 kg/m2 3 0100 0 3 700 0 0 0 2 030 2 4900 0

0 3 0100 0 0 0 0 0 3 7000 0

0 00 0 0 0 0 0

D.W. D.W.HP. 7E HP. 7FCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

NOTE: - LAS CARGAS ESTAN AFECTADAS POR SU FACTOR DE SEGURDAD CORRESPONDIENTE- CARGAS EN kg

1.7

1.7

SOBR

E ES

TRU

CTU

RA

1.7

1.7

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TOPR

ESIO

N D

E VI

ENTO

SOBR

E ES

TRU

CTU

RA

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA


0 640 1 660 1 190 6400 1 440 1 440 1 440

0 03 010 3 010

0 0 2 030 0 0 2 0300 0

3 010 3 0100 0 2 030 0 0 2 0300 0

3 010 3 0100 0 2 030 0 0 2 0300 0

0 kg/m2 3 010 0 kg/m2 3 0100 0 2 030 0 0 2 0300 0

3 010 3 0100 0 2 030 2 490 0 0 2 0300 0

3 010 3 0100 0 3 700 0 0 2 030

D.W. D.W.HP. 7G HP. 7HCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLESK = K =

640 640 640 6401 440 1 440 1 440 1 440

3 010 3 0103 010 3 010

2 490 3 700 2 030 2 030 2 0300 3 010

3 010 3 0100 0 2 030 2 490 3 700 2 0300 0

3 010 3 0100 0 2 030 0 0 2 0300 0

0 kg/m2 3 010 0 kg/m2 3 0100 0 2 030 0 0 2 0300 0

3 010 3 0100 0 2 030 0 0 2 0300 0

3 010 3 0100 0 2 030 0 0 2 030

D.W. D.W.HP. 7I HP. 7LCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

640 640 640 6401 440 1 440 1 440 1 440

3 010 3 0103 010 3 010

2 030 2 030 2 030 2 0303 010 3 010

3 010 3 0102 030 2 030 2 030 2 030

3 010 3 0103 010 3 010

2 490 3 700 2 030 2 030 2 0300 3 010

0 kg/m2 3 010 0 kg/m2 3 0100 0 2 030 2 490 3 700 2 0300 0

3 010 3 0100 0 2 030 0 2 0300 0

3 010 3 0100 0 2 030 0 2 030

D.W. D.W.HP. 7M HP. 7NCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =


1.7 1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

1.7

1.7

PRES

ION

DE

VIEN

TO

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7


640 640 640 6401 440 1 440 1 440 1 440

3 010 3 0103 010 3 010

2 030 2 030 2 030 2 0303 010 3 010

3 010 3 0102 030 2 030 2 030 2 030

3 010 3 0103 010 3 010

2 030 2 030 2 030 2 0303 010 3 010

0 kg/m2 3 010 0 kg/m2 3 0102 030 2 030 2 030 2 030

3 010 3 0103 010 3 010

2 490 3 700 2 030 2 030 2 0300 3 010

3 010 3 0100 0 2 030 2 490 3 700 2 030

D.W. D.W.HP. 7O HP. 7PCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

1 320 640 640 6401 440 1 440 1 440 1 440

8B3 010 3 010

3 010 3 010 8I2 030 2 030 3 260 2 030

3 010 8D 3 0103 010 3 010 8L

2 030 2 030 2 030 2 0303 010 8E 3 010

3 010 3 010 8M2 030 2 030 2 030 2 030

3 010 8F 3 0100 kg/m2 3 010 0 kg/m2 3 010 8N

2 030 2 030 2 030 2 0303 010 8G 3 010

3 010 3 010 8O2 030 2 030 2 030 2 030

3 010 8H 3 0103 010 3 010 8P

2 030 2 030 2 030 2 030

D.W. D.W.HP. 8A-8B HP. 8C÷8PSOBRE CARGA VERTICAL SOBRE CARGA VERTICAL

K = K =

-150 -150 -150 -150570 380 570 380 570 300 570 300

680 680 0 0750 740

1 000 060 60 1 000 60 60 0

750 1 790 1 790 750 740 1 790 1 790 7401 000 0

60 60 1 000 60 60 0750 1 790 1 790 750 740 1 790 1 790 740

1 000 060 60 1 000 60 60 0

750 1 790 1 790 750 740 1 790 1 790 7401 000 0

230 kg/m2 60 60 1 000 230 kg/m2 60 60 0750 1 790 1 790 750 740 1 790 1 790 740

Trasversal 1 000 060 60 1 000 60 60 0

750 1 790 1 790 750 740 1 790 1 790 7401 000 0

60 60 1 000 60 60 0750 1 790 1 790 740 1 790 1 790

D.W. D.W.HP. 9 - 9A - 9D HP. 10 - 10A - 10DNORMAL - VIENTO MAXIMO TRANSVERSAL NORMAL - VIENTO MAXIMO LONGITUDINAL

K = K =


Longitudinal

1.5 1.5

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TOPR

ESIO

N D

E VI

ENTO

1.7

1.7

SOBR

E ES

TRU

CTU

RA

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7


-150 -150570 300 570 300 0 0 1 660 1 190

340 340 0 0670 0

500 060 60 500 0

670 1 790 1 790 670 0 0 0500 0

60 60 500 0670 1 790 1 790 670 0 0 0 0500 0

60 60 500 0670 1 790 1 790 670 0 0 0 0500 0

230kg/m2 x 1.1 x 0.707= 60 60 500 0 kg/m2 0179 kg/m2 670 1 790 1 790 670 0 0 0 0

500 060 60 500 0

OBLIQUO (45°) 670 1 790 1 790 670 0 0 0 0500 0

60 60 500 0670 1 790 1 790 0 0 0

D.W. D.W.HP. 11 - 11A - 11D HP. 12ANORMAL - VIENTO MAXIMO OBLIQUO (45°) CONSTRUCCION - TENDIDO DE CABLES

K = K =

0 0 640 0 6400 0 0 0

2 4900 0

0 00 0 3 700 0 0 0 2 030 2 4900 0

0 00 0 0 0 0 0 3 700 00 0

0 00 0 0 0 0 0 0 00 0

0 kg/m2 0 0 kg/m2 00 0 0 0 0 0 0 00 0

0 00 0 0 0 0 0 0 00 0

0 00 0 0 0 0 0

D.W. D.W.HP. 12B HP. 12CCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

0 0 640 0 0 6400 0 0 0

0 00 0

0 0 2 030 0 0 2 0300 0

0 00 0 2 030 2 490 0 0 2 0300 0

0 00 0 3 700 0 0 0 2 030 2 4900 0

0 kg/m2 0 0 kg/m2 00 0 0 0 0 0 3 700 00 0

0 00 0 0 0 0 0 0 00 0

0 00 0 0 0 0 0

D.W. D.W.HP. 12D HP. 12ECONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =


1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.5

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA


0 0 640 0 6400 0 0 0

0 00 0

0 0 2 030 0 0 2 0300 0

0 00 0 2 030 0 0 2 0300 0

0 00 0 2 030 0 0 2 0300 0

0 kg/m2 0 0 kg/m2 00 0 2 030 2 490 0 0 2 0300 0

0 00 0 3 700 0 0 2 030 2 4900 0

0 00 0 0 0 0 3 700

D.W. D.W.HP. 12F HP. 12GCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

1 660 1 190 640 640 6400 0 0 0

0 00 0

0 0 2 030 2 490 3 700 2 0300 0

0 00 0 2 030 0 0 2 0300 0

0 00 0 2 030 0 0 2 0300 0

0 kg/m2 0 0 kg/m2 00 0 2 030 0 0 2 0300 0

0 00 0 2 030 0 0 2 0300 0

0 00 0 2 030 0 0 2 030

D.W. D.W.HP. 12H HP. 12ICONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

640 640 640 6400 0 0 0

0 00 0

2 030 2 030 2 030 2 0300 0

0 02 490 3 700 2 030 2 030 2 030

0 00 0

0 0 2 030 2 490 3 700 2 0300 0

0 kg/m2 0 0 kg/m2 00 0 2 030 0 0 2 0300 0

0 00 0 2 030 0 0 2 0300 0

0 00 0 2 030 0 0 2 030

D.W. D.W.HP. 12L HP. 12MCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =


1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA


640 640 640 6400 0 0 0

0 00 0

2 030 2 030 2 030 2 0300 0

0 02 030 2 030 2 030 2 030

0 00 0

2 030 2 030 2 030 2 0300 0

0 kg/m2 0 0 kg/m2 02 490 3 700 2 030 2 030 2 030

0 00 0

0 2 030 2 490 3 700 2 0300 0

0 00 2 030 0 0 2 030

D.W. D.W.HP. 12N HP. 12OCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES

K = K =

640 640 1 320 6400 0 0 0

13B0 0

0 02 030 2 030 2 030 2 030

0 00 0

2 030 2 030 2 030 2 0300 0

0 02 030 2 030 2 030 2 030

0 00 kg/m2 0 0 kg/m2 0

2 030 2 030 2 030 2 0300 0

0 02 030 2 030 2 030 2 030

0 00 0

2 490 3 700 2 030 2 030 2 030

D.W. D.W.HP. 12P HP. 13A-13BCONSTRUCCION - TENDIDO DE CABLES SOBRE CARGA VERTICAL

K = K =

640 6400 0

00 13I

3 260 2 03013D 0 HP 1÷3: UTILIZACION 400 / 600 (-200) / 50°

0 13L HP 4÷6: UTILIZACION 200 / 300 (-200) / 0°-90° TERMINAL2 030 2 030 HP 7-8: UTILIZACION 400 / 600 (-200) / 50°

13E 0 HP 9÷13: UTILIZACION 400 / 600 (-200) / 0°0 13M

2 030 2 03013F 0

0 kg/m2 0 13N2 030 2 030

13G 00 13O

2 030 2 03013H 0

0 13P2 030 2 030

D.W.HP. 13C÷13PSOBRE CARGA VERTICAL

K =


PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

1.7

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.7


3. CALCULO DE VIENTO SOBRE LA ESTRUCTURA


VIENTO TRANSVERSAL VIENTO VIENTO 45°

TRONCO h PERFIL

GT MAXIMO [kg] MAXIMO [kg] N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2 1 5.8 70 2 5.80 0.812

H>60m 45 2 2.00 0.180 55 3 2.00 0.330 55 2 2.80 0.308 50 2 2.80 0.280 45 2 2.80 0.252 2.162 1.67 829 645

2A 2.0 100 2 2.00 0.400 H>60m 65 2 2.80 0.364

0.764 1.67 2B 3.9 100 2 3.90 0.780

H<60m 45 2 2.00 0.180 65 1 2.00 0.130

75 2 2.80 0.420 65 2 2.80 0.364 1.874 1.00 724 563 3 5.9 130 2 5.90 1.534

H<60m 45 2 2.00 0.180 70 1 2.00 0.140 80 2 2.80 0.448 80 4 2.80 0.896 3.198 1.00 736 572 4 5.9 150 2 5.90 1.770

H<60m 45 2 2.70 0.243 75 1 2.50 0.188 90 2 2.30 0.414 45 2 1.10 0.099 90 2 6.00 1.080 3.794 1.00 873 679 5 5.9 180 2 5.90 2.124

H<60m 60 2 3.35 0.402 55 1 3.10 0.171 80 2 2.55 0.408 50 2 1.20 0.120 90 4 2.50 0.900 50 2 1.30 0.130 45 2 1.20 0.108 4.363 1.00 1 003 780 6 5.9 180 2 5.90 2.124

H<60m 70 2 4.00 0.560 65 1 3.80 0.247 90 2 2.75 0.495 50 2 1.30 0.130 100 4 2.70 1.080 55 2 1.40 0.154 50 2 1.30 0.130 4.920 1.00 1 132 880 7 6.0 200 2 6.00 2.400

H<60m 75 1 5.50 0.413 100 4 3.80 1.520 70 2 2.15 0.301 55 2 1.35 0.149 45 2 1.00 0.090 60 2 1.70 0.204 5.076 1.00 1 167 908


VIENTO VIENTO 45°

TRONCO h PERFIL

GT MAXIMO [kg] MAXIMO [kg] N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2 8 6.0 200 2 6.00 2.400

H<60m 45 1 6.95 0.313 100 2 4.30 0.860 100 2 4.30 0.860 70 2 2.15 0.301 60 2 1.70 0.204 45 2 1.40 0.126 55 2 1.40 0.154 65 2 1.90 0.247 5.465 1.00 1 257 977 9 6.0 200 2 6.00 2.400

H<60m 65 1 8.40 0.546 100 2 4.90 0.980 100 2 4.90 0.980 75 2 2.40 0.360 70 2 2.10 0.294 45 2 1.50 0.135 50 2 1.70 0.170 70 2 2.10 0.294 6.159 1.00 1 417 1 102

10 3.0 200 2 3.00 1.200 H<60m 75 1 9.15 0.686

100 2 5.50 1.100 70 2 2.10 0.294 75 2 2.45 0.368 3.648 1.00 839 652

11 3.0 200 2 3.00 1.200 H<60m 60 2 3.45 0.414

90 2 4.30 0.774 70 2 2.15 0.301 60 2 1.70 0.204 45 2 1.50 0.135 50 2 3.10 0.310 75 4 3.35 1.005 4.343 1.00 999 777

12 12.0 200 2 12.00 4.800 H<60m 80 2 12.97 2.080

75 2 3.21 0.482 75 2 3.08 0.462 75 2 2.86 0.429 75 2 2.70 0.405 75 2 2.53 0.380 75 2 2.31 0.347 75 2 2.21 0.332 75 2 1.93 0.290 65 2 1.92 0.250 65 2 1.54 0.200 65 2 1.66 0.216 65 2 1.16 0.151 60 2 1.47 0.176 60 2 0.77 0.092 60 2 1.35 0.162 50 2 0.39 0.039 11.286 1.00 2596 2020 TOTAL 52.077 13572 10555


VIENTO LONGITUDINAL VIENTO VIENTO 45°

TRONCO h PERFIL

GT MAXIMO [kg] MAXIMO [kg] N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2

1 5.8 70 2 5.80 0.812

H>60m 80 1 2.00 0.160 55 1 2.00 0.110 60 1 2.00 0.120 65 1 2.00 0.130 45 1 2.00 0.090 55 2 2.80 0.308 50 2 2.80 0.280 45 2 2.80 0.252 65 2 5.50 0.715 65 2 5.90 0.767 50 2 2.30 0.230 45 2 6.10 0.549 70 1 4.50 0.315 80 1 4.50 0.360 70 1 4.90 0.343 60 1 4.90 0.294 45 2 5.50 0.495 6.330 1.67 2 427 1 887

2A 2.0 100 2 2.00 0.400 H>60m 65 2 2.80 0.364

0.764 1.67 2B 3.9 100 2 3.90 0.780

H<60m 75 1 2.00 0.150 55 1 2.00 0.110 45 2 2.00 0.180 65 2 2.80 0.364 65 2 2.80 0.364 70 1 4.50 0.315 80 1 4.50 0.360 70 1 4.90 0.343 60 1 4.90 0.294 45 2 5.50 0.495 3.755 1.00 1 157 899 3 5.9 130 2 5.90 1.534

H<60m 75 1 2.00 0.150 60 1 2.00 0.120 45 2 2.00 0.180

75 2 2.80 0.420 75 4 2.80 0.840 70 1 4.50 0.315 80 1 4.50 0.360 70 1 4.90 0.343 60 1 4.90 0.294 45 2 5.50 0.495 5.051 1.00 1 162 903 4 5.9 150 2 5.90 1.770

H<60m 80 2 2.70 0.432 70 1 2.50 0.175 50 1 2.35 0.118 80 2 2.30 0.368 45 2 0.60 0.054 45 2 1.10 0.099 80 2 6.00 0.960 70 1 4.50 0.315 80 1 4.50 0.360 65 1 5.00 0.325 60 1 5.00 0.300 45 2 5.50 0.495 5.771 1.00 1 327 1 032


VIENTO VIENTO 45° TRONCO h

PERFIL GT MAXIMO [kg] MAXIMO [kg]

N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2

5 5.9 180 2 5.90 2.124

H<60m 75 1 3.35 0.251 60 1 3.10 0.186 80 2 2.55 0.408 45 2 0.70 0.063 50 2 1.20 0.120 90 4 2.50 0.900 50 2 1.40 0.140 45 2 0.80 0.072 45 2 1.20 0.108 70 1 4.50 0.315 80 1 4.50 0.360 65 1 5.00 0.325 60 1 5.00 0.300 45 2 5.50 0.495 6.167 1.00 1 418 1 103 6 5.9 180 2 5.90 2.124

H<60m 90 1 4.00 0.360 65 1 3.80 0.247 90 2 2.75 0.495 45 2 1.10 0.099 50 2 1.30 0.130 90 4 2.70 0.972 55 2 1.40 0.154 45 2 1.00 0.090 50 2 1.20 0.120 70 1 4.70 0.329 80 1 4.70 0.376 65 1 5.20 0.338 60 1 5.20 0.312 45 2 5.60 0.504 6.650 1.00 1 530 1 189 7 6.0 200 2 6.00 2.400

H<60m 75 1 5.50 0.413 100 4 3.80 1.520 70 2 2.15 0.301 55 2 1.35 0.149 45 2 1.00 0.090 60 2 1.70 0.204 5.076 1.00 1 167 908 8 6.0 200 2 6.00 2.400

H<60m 45 1 6.95 0.313 100 2 4.30 0.860 100 2 4.30 0.860 70 2 2.15 0.301 60 2 1.70 0.204 45 2 1.40 0.126 55 2 1.40 0.154 65 2 1.90 0.247 5.465 1.00 1 257 977 9 6.0 200 2 6.00 2.400

H<60m 65 1 8.40 0.546 100 2 4.90 0.980 100 2 4.90 0.980 75 2 2.40 0.360 70 2 2.10 0.294 45 2 1.50 0.135 50 2 1.70 0.170 70 2 2.10 0.294 6.159 1.00 1 417 1 102


VIENTO VIENTO 45°

TRONCO h PERFIL

GT MAXIMO [kg] MAXIMO [kg] N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2

10 3.0 200 2 3.00 1.200

H<60m 75 1 9.15 0.686 100 2 5.50 1.100 70 2 2.10 0.294 75 2 2.45 0.368 3.648 1.00 839 652

11 3.0 200 2 3.00 1.200 H<60m 60 2 3.45 0.414

90 2 4.30 0.774 70 2 2.15 0.301 60 2 1.70 0.204 45 2 1.50 0.135 50 2 3.10 0.310 75 4 3.35 1.005 0 0 0.00 0.000 4.343 1.00 999 777

12 12.0 200 2 12.00 4.800 H<60m 80 2 12.97 2.080

75 2 3.21 0.482 75 2 3.08 0.462 75 2 2.86 0.429 75 2 2.70 0.405 75 2 2.53 0.380 75 2 2.31 0.347 75 2 2.21 0.332 75 2 1.93 0.290 65 2 1.92 0.250 65 2 1.54 0.200 65 2 1.66 0.216 65 2 1.16 0.151 60 2 1.47 0.176 60 2 0.77 0.092 60 2 1.35 0.162 50 2 0.39 0.039 11.286 1.00 2596 2020 65.491 17296 13449


1

2

3

4

5

6

7

8

9

10

11

12

T1L1

T2L2

T3L3

T4L4

T5L5

T6L6

T7L7

T8L8

T9L9

T10L10

T11L11

T12L12


VIENTO MAXIMO TRASVERSAL Y LONGITUDINAL (230kg/m2)

T1 = 829 = 414 kg L1 = 2 427 = 1213 kg

2 2 T2 = 829 + 724 = 776 kg L2 = 2 427 + 1 157 = 1792 kg

2 2 2 2 T3 = 724 + 736 = 730 kg L3 = 1 157 + 1 162 = 1159 kg

2 2 2 2 T4 = 736 + 873 = 804 kg L4 = 1 162 + 1 327 = 1244 kg

2 2 2 2 T5 = 873 + 1 003 = 938 kg L5 = 1 327 + 1 418 = 1 373 kg

2 2 2 2 T6 = 1 003 + 1 132 = 1067 kg L6 = 1 418 + 1 530 = 1474 kg

2 2 2 2 T7 = 1 132 + 1 167 = 1150 kg L7 = 1 530 + 1 167 = 1348 kg

2 2 2 2 T8 = 1 167 + 1 257 = 1212 kg L8 = 1 167 + 1 257 = 1212 kg

2 2 2 2 T9 = 1 257 + 1 417 = 1337 kg L9 = 1 257 + 1 417 = 1337 kg

2 2 2 2 T10 = 1 417 + 839 = 1128 kg L10 1 417 + 839 = 1128 kg 2 2 2 2 T11 = 839 + 999 = 919 kg L11 839 + 999 = 919 kg 2 2 2 2 T12 = 999 + 2 596 = 3096 kg L12 999 + 2 596 = 3096 kg 2 2

VIENTO MAXIMO OBLIQUO 45° (179kg/m2)

T1 = 645 = 322 kg L1 = 1 887 = 944 kg

2 2 T2 = 645 + 563 = 604 kg L2 = 1 887 + 899 = 1393 kg

2 2 2 2 T3 = 563 + 572 = 567 kg L3 = 899 + 903 = 901 kg

2 2 2 2 T4 = 572 + 679 = 625 kg L4 = 903 + 1 032 = 968 kg

2 2 2 2 T5 = 679 + 780 = 729 kg L5 = 1 032 + 1 103 = 1 068 kg

2 2 2 2 T6 = 780 + 880 = 830 kg L6 = 1 103 + 1 189 = 1146 kg

2 2 2 2 T7 = 880 + 908 = 894 kg L7 = 1 189 + 908 = 1049 kg

2 2 2 2 T8 = 908 + 977 = 943 kg L8 = 908 + 977 = 943 kg

2 2 2 2 T9 = 977 + 1 102 = 1040 kg L9 = 977 + 1 102 = 1040 kg

2 2 2 2 T10 = 1 102 + 652 = 877 kg L10 1 102 + 652 = 877 kg 2 2 2 2 T11 = 652 + 777 = 715 kg L11 652 + 777 = 715 kg 2 2 2 2 T12 = 777 + 2 020 = 2409 kg L12 777 + 2 020 = 2409 kg 2 2


4. OUTPUT


*******************************************************************************

* *

* TOWER - Analysis and Design - Copyright Power Line Systems, Inc. 1986-2006 *

* *

*******************************************************************************

Nombre del proyecto:

Notas:

Archivo del proyecto: d:\my documents\2tdd\famili para diseño patas +0

(efectiva)\2tdd127.tow

by : Tower Version 9.25

Licensed to : Techint S.A. de C.V. Mexico

Opciones de verif. de elem: ASCE 10

Verificar rupturas en conexión: Not Checked

Crossing diagonal check: ASCE 10 [Alternate Unsupported RLOUT = 1]

Geometría de Uniones:

Etiqueta Cód.de Coord. X Coord. Y Coord. Z Res. Res. Res. Res. Res.

Res.

de Sim. (m) (m) (m) Des. X Des. Y Des. Z Rot. X Rot. Y

Rot. Z

Unión

---------------------------------------------------------------------------------------------------

-----

1P XY-Symmetry 1 1 35.3 Free Free Free Free Free

2P XY-Symmetry 1 1 17.7 Free Free Free Free Free

3P XY-Symmetry 2 2 0 Free Free Free Free Free

4P XY-Symmetry 3.47 3.47 -12 Free Free Free Free Free

5P X-Symmetry 0 6.5 35.3 Free Free Free Free Free

6P None 0 5.5 29.5 Free Free Free Free Free





11P None 0 6.7 0 Free Free Free Free Free

12P Y-Symmetry 1 -5.5 29.5 Free Free Free Free Free



15P Y-Symmetry 1.335 -5.835 11.8 Free Free Free Free Free

16P Y-Symmetry 1.665 -6.165 5.9 Free Free Free Free Free

17P Y-Symmetry 2 -6.7 0 Free Free Free Free Free

1X X-GenXY 1 -1 35.3 Free Free Free Free Free

1XY XY-GenXY -1 -1 35.3 Free Free Free Free Free

1Y Y-GenXY -1 1 35.3 Free Free Free Free Free

2X X-GenXY 1 -1 17.7 Free Free Free Free Free

2XY XY-GenXY -1 -1 17.7 Free Free Free Free Free

2Y Y-GenXY -1 1 17.7 Free Free Free Free Free

3X X-GenXY 2 -2 0 Free Free Free Free Free

3XY XY-GenXY -2 -2 0 Free Free Free Free Free

3Y Y-GenXY -2 2 0 Free Free Free Free Free


4X X-GenXY 3.47 -3.47 -12 Free Free Free Free Free

4XY XY-GenXY -3.47 -3.47 -12 Free Free Free Free Free

4Y Y-GenXY -3.47 3.47 -12 Free Free Free Free Free

5X X-Gen 0 -6.5 35.3 Free Free Free Free Free

12Y Y-Gen -1 -5.5 29.5 Free Free Free Free Free



15Y Y-Gen -1.335 -5.835 11.8 Free Free Free Free Free

16Y Y-Gen -1.665 -6.165 5.9 Free Free Free Free Free

17Y Y-Gen -2 -6.7 0 Free Free Free Free Free

Uniones Secundariaws:

Etqta Cód de Origen Fin Fracc. Elev. Res. Res. Res. Res. Res. Res.

de Unión Sime. Unión Unión (m) Des. X Des. y Des. Z Rot. X Rot. Y Rot. Z

---------------------------------------------------------------------------------------------------

21S XY-Symmetry 1P 2P 0 33.3 Free Free Free Free Free Free



24S Y-Symmetry 23X 12P 0.333 0 Free Free Free Free Free Free













37S Y-Symmetry 36S 36X 0.5 0 Free Free Free Free Free Free

38S X-Symmetry 36S 36Y 0.5 0 Free Free Free Free Free Free

















55S Y-Symmetry 3P 3X 0.5 0 Free Free Free Free Free Free

56S X-Symmetry 3P 3Y 0.5 0 Free Free Free Free Free Free


58S XY-Symmetry 3P 4P 0 -3 Free Free Free Free Free Free





63S Y-Symmetry 4P 4X 0.5 0 Free Free Free Free Free Free


64S X-Symmetry 4P 4Y 0.5 0 Free Free Free Free Free Free

65S XY-Symmetry 63S 64S 0.5 0 Free Free Free Free Free Free



68S XY-Symmetry 67S 67X 0.25 0 Free Free Free Free Free Free


70S XY-Symmetry 67S 67Y 0.25 0 Free Free Free Free Free Free



















89S None 3P 4P 0 -36 Fixed Fixed Fixed Fixed Fixed Fixed

90S None 3X 4X 0 -36 Fixed Fixed Fixed Fixed Fixed Fixed

91S None 3XY 4XY 0 -36 Fixed Fixed Fixed Fixed Fixed Fixed

92S None 3Y 4Y 0 -36 Fixed Fixed Fixed Fixed Fixed Fixed

21X X-GenXY 1P 2P 0 33.3 Free Free Free Free Free Free

21XY XY-GenXY 1P 2P 0 33.3 Free Free Free Free Free Free

21Y Y-GenXY 1P 2P 0 33.3 Free Free Free Free Free Free







24Y Y-Gen 23X 12P 0.333 0 Free Free Free Free Free Free




























37Y Y-Gen 36S 36X 0.5 0 Free Free Free Free Free Free

38X X-Gen 36S 36Y 0.5 0 Free Free Free Free Free Free





























55Y Y-Gen 3P 3X 0.5 0 Free Free Free Free Free Free

56X X-Gen 3P 3Y 0.5 0 Free Free Free Free Free Free


58X X-GenXY 3P 4P 0 -3 Free Free Free Free Free Free

58XY XY-GenXY 3P 4P 0 -3 Free Free Free Free Free Free

58Y Y-GenXY 3P 4P 0 -3 Free Free Free Free Free Free









63Y Y-Gen 4P 4X 0.5 0 Free Free Free Free Free Free

64X X-Gen 4P 4Y 0.5 0 Free Free Free Free Free Free

65X X-GenXY 63S 64S 0.5 0 Free Free Free Free Free Free

65XY XY-GenXY 63S 64S 0.5 0 Free Free Free Free Free Free

65Y Y-GenXY 63S 64S 0.5 0 Free Free Free Free Free Free








68X X-GenXY 67S 67X 0.25 0 Free Free Free Free Free Free

68XY XY-GenXY 67S 67X 0.25 0 Free Free Free Free Free Free

68Y Y-GenXY 67S 67X 0.25 0 Free Free Free Free Free Free


70X X-GenXY 67S 67Y 0.25 0 Free Free Free Free Free Free

70XY XY-GenXY 67S 67Y 0.25 0 Free Free Free Free Free Free

70Y Y-GenXY 67S 67Y 0.25 0 Free Free Free Free Free Free














































Propiedades del acero:

Etiqueta Mód. Esfzo Esfzo Todos los Todos los Elemto Elemto Elemto Elemto

del de Fluen. Ruptura Elem Elem Rupt. Rupt. flex flex

Acero Elast. Fy Fu Esfzo Esfzo Hyp. 1 Hyp. 2 Hyp. 1 bearing

(MPa) (MPa) (MPa) Hyp. 1 Hyp. 2 (MPa) (MPa) (MPa) Hyp. 2

(MPa) (MPa) (MPa)

--------------------------------------------------------------------------------------------

A572-50 1.999e+005 343 450 0 0 0 0 0 0

Tornillos:

Etqta Diám. Barreno Cap Dist. Esp. Cap. Cap.

Tornillo al al entre Corte Corte

(cm) (cm) Corte Paño Torn. Hyp. 1 Hyp. 2

(kN) (cm) (cm) (kN) (kN)

--------------------------------------------------------------------

16 1.6 1.66 62 0 0 0 0

20 2 2.063 90 0 0 0 0

Number Bolts Used By Type:

Bolt Number

Type Bolts

------------

16 1226

20 880

Grupo de Angulos:

Etqta Desc. Tipo Tam. Mat. Elemto Gpo Opt. Permitir

Tipo Grupo adicionar

> perfil

para opt.

(cm)

-------------------------------------------------------------------------------------------------------------------------

0.000000 CRUCETA ALIM L 65X65X6H A572-50 Beam Other None 0.000000

0.000000 CRUCETA ALIM L 65X65X6H A572-50 Beam Other None 0.000000

0.000000 CRUCETA ALIM L 75X75X6 A572-50 Beam Other None 0.000000




0.000000 CRUCETA 2ALIM L 45X45X4 A572-50 Beam Other None 0.000000










































0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000



















0.000000 MONTANTE ALIM L 100X100X7 A572-50 Beam Leg None 0.000000






0.000000 CPO RECTO ALIM L 65X65X4 A572-50 Beam Other None 0.000000


0.000000 CPO RECTO ALIM L 45X45X4 A572-50 Truss Other None 0.000000



































0.000000 CPO PIRAMIDAL ALIM L 75X75X5 A572-50 Beam Other None 0.000000










0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000


0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000














0.000000 CPO PIRAMIDAL ALIS L 4X3/8 A572-50 Truss Other None 0.000000

0.000000 CPO PIRAMIDAL ALIS L 4X3/8 A572-50 Truss Other None 0.000000







0.000000 CPO RECTO ALIM L 80X80X7H A572-50 Truss Other None 0.000000











































0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000








0.000000 EXTENSION ALIM L 80X80X8H A572-50 Truss Other None 0.000000














0.000000 REDUNDANTES ALIM L 45X45X4 A572-50 Beam Redundant None 0.000000





































Aggregate Angle Information:

Note: Estimate of surface area reported for painting purposes, not wind loading.

Angle Angle Material Total Total Total

Type Size Type Length Surface Area Weight

(m) (m^2) (N)

--------------------------------------------------------

ALIM L 65X65X6H A572-50 46.11 11.99 2673.29

ALIM L 75X75X5 A572-50 134.24 40.27 7611.91

ALIM L 75X75X6 A572-50 153.93 46.18 10374.25

ALIM L 65X65X5 A572-50 129.40 33.64 6283.67

ALIM L 60X60X5 A572-50 59.59 14.30 2671.44

ALIM L 80X80X6 A572-50 119.62 38.28 8613.28

ALIM L 45X45X4 A572-50 113.79 20.48 3058.65

2ALIM L 45X45X4 A572-50 8.67 1.56 466.09

ALIM L 65X65X4 A572-50 103.52 26.91 4082.24

2ALIM L 60X60X4 A572-50 3.33 0.80 241.74

2ALIM L 75X75X5 A572-50 4.00 1.20 453.62

ALIM L 60X60X4 A572-50 112.12 26.91 4069.68

ALIM L 50X50X4 A572-50 209.15 41.83 6278.38

ALIM L 90X90X6 A572-50 63.34 22.80 5157.73

ALIM L 100X100X7 A572-50 267.06 106.82 28294.30

ALIS L 5X1/2 A572-50 23.60 11.99 5581.85

ALIS L 6X5/8 A572-50 23.68 14.43 8363.46

ALIS L 7X3/4 A572-50 47.35 34.09 23833.83

ALIS L 8X3/4 A572-50 146.14 118.79 82995.85

ALIM L 80X80X7H A572-50 31.27 10.01 2604.54

ALIM L 90X90X7 A572-50 95.62 34.42 8986.52

ALIS L 4X3/8 A572-50 30.71 12.48 4393.06

2ALIM L 75X75X6 A572-50 26.89 8.07 3623.94

ALIM L 80X80X8H A572-50 104.48 33.43 9870.41

Sum of Unfactored Dead Load and Drag Areas From Equipment, Input and Calculated:

Joint Dead X-Drag Y-Drag

Label Load Area Area

(kN) (m^2) (m^2)

-----------------------------

1P 0.419 0.472 0.467

2P 1.3 1.011 0.982

3P 1.88 1.187 1.112

4P 1.94 1.113 1.113

5P 0.668 0.738 0.210

6P 0.593 0.704 0.236

7P 0.593 0.704 0.236

8P 0.593 0.704 0.236

9P 0.566 0.662 0.247

10P 0.577 0.661 0.285

11P 0.612 0.688 0.324

12P 0.251 0.240 0.147

13P 0.251 0.240 0.147

14P 0.251 0.240 0.147

15P 0.371 0.367 0.204

16P 0.449 0.367 0.265

17P 0.579 0.382 0.337

1X 0.419 0.472 0.467

1XY 0.419 0.472 0.467

1Y 0.419 0.472 0.467


2X 1.23 0.936 0.989

2XY 1.23 0.936 0.989

2Y 1.3 1.011 0.982

3X 1.76 1.073 1.037

3XY 1.76 1.073 1.037

3Y 1.88 1.187 1.112

4X 1.94 1.113 1.113

4XY 1.94 1.113 1.113

4Y 1.94 1.113 1.113

5X 0.668 0.738 0.210

12Y 0.251 0.240 0.147

13Y 0.251 0.240 0.147

14Y 0.251 0.240 0.147

15Y 0.371 0.367 0.204

16Y 0.449 0.367 0.265

17Y 0.579 0.382 0.337

21S 0.573 0.667 0.695

22S 0.525 0.700 0.685

23S 0.701 0.825 0.761

24S 0.175 0.187 0.090

25S 0.175 0.188 0.090

26S 0.461 0.514 0.514

27S 0.693 0.814 0.831

28S 0.981 0.921 0.891

29S 0.175 0.187 0.090

30S 0.175 0.188 0.090

31S 0.867 0.626 0.630

32S 1.09 0.914 0.941

33S 0.175 0.187 0.090

34S 0.175 0.188 0.090

35S 1.17 0.725 0.735

36S 1.12 0.797 0.825

37S 0.237 0.278 0.152

38S 0.259 0.171 0.301

39S 1.26 0.804 0.796

40S 0.385 0.395 0.247

41S 0.364 0.247 0.389

42S 0.281 0.326 0.130

43S 1.47 0.763 0.763

44S 1.17 0.756 0.724

45S 0.499 0.518 0.333

46S 0.499 0.333 0.518

47S 1.46 0.956 0.900

48S 0.428 0.441 0.255

49S 0.442 0.275 0.468

50S 0.325 0.326 0.162

51S 1.55 0.802 0.809

52S 1.2 0.814 0.774

53S 0.569 0.612 0.352

54S 0.583 0.372 0.639

55S 0.797 0.668 0.407

56S 0.747 0.407 0.638

57S 0.354 0.341 0.195

58S 2.68 1.452 1.452

59S 1.88 1.092 1.092

60S 1.02 1.019 0.604

61S 1.02 0.604 1.019

62S 2.65 1.348 1.348

63S 1.24 1.257 0.717

64S 1.24 0.717 1.257


65S 0.24 0.295 0.165

66S 2.76 1.652 1.652

67S 1.84 1.122 1.122

68S 0.12 0.170 0.051

69S 1.24 1.241 0.655

70S 0.12 0.051 0.170

71S 1.23 0.640 1.241

72S 0.0813 0.121 0.051

73S 0.121 0.137 0.137

74S 0.0604 0.051 0.086

75S 0.0514 0.070 0.016

76S 2.9 1.833 1.833

77S 0.292 0.364 0.213

78S 0.668 0.498 0.282

79S 0.293 0.213 0.364

80S 0.658 0.265 0.498

81S 0.0884 0.131 0.055

82S 0.135 0.152 0.152

83S 0.0657 0.055 0.093

84S 0.0559 0.076 0.017

85S 4.45 1.973 1.973

86S 1.23 1.085 0.874

87S 1.23 0.874 1.085

88S 0.242 0.291 0.291

89S 4.69 3.478 3.478

90S 4.69 3.478 3.478

91S 4.69 3.478 3.478

92S 4.69 3.478 3.478

21X 0.573 0.667 0.695

21XY 0.573 0.667 0.695

21Y 0.573 0.667 0.695

22X 0.493 0.663 0.662

22XY 0.493 0.663 0.662

22Y 0.525 0.700 0.685

23X 0.633 0.750 0.769

23XY 0.633 0.750 0.769

23Y 0.701 0.825 0.761

24Y 0.175 0.187 0.090

25Y 0.175 0.188 0.090

26X 0.461 0.514 0.514

26XY 0.461 0.514 0.514

26Y 0.461 0.514 0.514

27X 0.661 0.777 0.808

27XY 0.661 0.777 0.808

27Y 0.693 0.814 0.831

28X 0.913 0.846 0.899

28XY 0.913 0.846 0.899

28Y 0.981 0.921 0.891

29Y 0.175 0.187 0.090

30Y 0.175 0.188 0.090

31X 0.867 0.626 0.630

31XY 0.867 0.626 0.630

31Y 0.867 0.626 0.630

32X 1.05 0.878 0.918

32XY 1.05 0.878 0.918

32Y 1.09 0.914 0.941

33Y 0.175 0.187 0.090

34Y 0.175 0.188 0.090

35X 1.17 0.725 0.735

35XY 1.17 0.725 0.735


35Y 1.17 0.725 0.735

36X 1.11 0.784 0.809

36XY 1.11 0.784 0.809

36Y 1.12 0.797 0.825

37Y 0.237 0.278 0.152

38X 0.259 0.171 0.301

39X 1.16 0.695 0.746

39XY 1.16 0.695 0.746

39Y 1.26 0.804 0.796

40Y 0.385 0.395 0.247

41X 0.444 0.344 0.476

42Y 0.281 0.326 0.130

43X 1.47 0.763 0.763

43XY 1.47 0.763 0.763

43Y 1.47 0.763 0.763

44X 1.15 0.744 0.701

44XY 1.15 0.744 0.701

44Y 1.17 0.756 0.724

45Y 0.499 0.518 0.333

46X 0.499 0.333 0.518

47X 1.35 0.847 0.837

47XY 1.35 0.847 0.837

47Y 1.46 0.956 0.900

48Y 0.428 0.441 0.255

49X 0.551 0.373 0.576

50Y 0.325 0.326 0.162

51X 1.55 0.802 0.809

51XY 1.55 0.802 0.809

51Y 1.55 0.802 0.809

52X 1.18 0.801 0.744

52XY 1.18 0.801 0.744

52Y 1.2 0.814 0.774

53Y 0.569 0.612 0.352

54X 0.583 0.372 0.639

55Y 0.797 0.668 0.407

56X 0.871 0.509 0.768

57Y 0.354 0.341 0.195

58X 2.68 1.452 1.452

58XY 2.68 1.452 1.452

58Y 2.68 1.452 1.452

59X 1.88 1.092 1.092

59XY 1.88 1.092 1.092

59Y 1.88 1.092 1.092

60Y 1.02 1.019 0.604

61X 1.02 0.604 1.019

62X 2.65 1.348 1.348

62XY 2.65 1.348 1.348

62Y 2.65 1.348 1.348

63Y 1.24 1.257 0.717

64X 1.24 0.717 1.257

65X 0.24 0.295 0.165

65XY 0.24 0.295 0.165

65Y 0.24 0.295 0.165

66X 2.76 1.652 1.652

66XY 2.76 1.652 1.652

66Y 2.76 1.652 1.652

67X 1.84 1.122 1.122

67XY 1.84 1.122 1.122

67Y 1.84 1.122 1.122

68X 0.12 0.170 0.051


68XY 0.12 0.170 0.051

68Y 0.12 0.170 0.051

69Y 1.24 1.241 0.655

70X 0.106 0.035 0.154

70XY 0.106 0.035 0.154

70Y 0.12 0.051 0.170

71X 1.23 0.640 1.241

72X 0.0813 0.121 0.051

72XY 0.0813 0.121 0.051

72Y 0.0813 0.121 0.051

73X 0.121 0.137 0.137

73XY 0.121 0.137 0.137

73Y 0.121 0.137 0.137

74X 0.0471 0.035 0.070

74XY 0.0471 0.035 0.070

74Y 0.0604 0.051 0.086

75Y 0.0514 0.070 0.016

76X 2.9 1.833 1.833

76XY 2.9 1.833 1.833

76Y 2.9 1.833 1.833

77X 0.292 0.364 0.213

77XY 0.292 0.364 0.213

77Y 0.292 0.364 0.213

78Y 0.668 0.498 0.282

79X 0.293 0.213 0.364

79XY 0.293 0.213 0.364

79Y 0.293 0.213 0.364

80X 0.658 0.265 0.498

81X 0.0884 0.131 0.055

81XY 0.0884 0.131 0.055

81Y 0.0884 0.131 0.055

82X 0.135 0.152 0.152

82XY 0.135 0.152 0.152

82Y 0.135 0.152 0.152

83X 0.0657 0.055 0.093

83XY 0.0657 0.055 0.093

83Y 0.0657 0.055 0.093

84Y 0.0559 0.076 0.017

85X 4.45 1.973 1.973

85XY 4.45 1.973 1.973

85Y 4.45 1.973 1.973

86X 1.23 1.085 0.874

86XY 1.23 1.085 0.874

86Y 1.23 1.085 0.874

87X 1.23 0.874 1.085

87XY 1.23 0.874 1.085

87Y 1.23 0.874 1.085

88X 0.242 0.291 0.291

88XY 0.242 0.291 0.291

88Y 0.242 0.291 0.291

Total 241 171.022 162.939


Unadjusted Dead Load and Drag Areas by Section:

Section Unfactored X-Drag Y-Drag X-Drag Y-Drag

Label Dead Load Area All Area All Area Face Area Face

(kN) (m^2) (m^2) (m^2) (m^2)

---------------------------------------------------------

SEC-1 4.718 5.281 3.150 2.280 1.095

SEC-2 6.165 7.069 5.200 2.814 1.330

SEC-3 9.324 10.017 8.222 3.901 2.397

SEC-4 14.021 11.269 9.530 4.388 2.830

SEC-5 17.781 12.677 10.882 4.849 3.249

SEC-6 21.994 13.291 11.714 5.177 3.350

SEC-7 23.669 14.435 12.966 5.568 3.784

SEC-8 46.767 24.778 24.257 9.042 9.042

SEC-9 11.057 5.614 5.614 2.203 2.203

SEC-10 14.091 8.691 8.473 2.749 2.749

SEC-11 33.461 20.876 20.638 6.885 6.885

SEC-12 37.536 17.848 17.848 6.990 6.990

Total 240.584 151.845 138.495 56.846 45.905

Manually Input Dead Loads and Drag Areas:

EtiquePunto de Carga Area Area

de PunSugesiónVerticalTransversal Longitudinal

de Carga Muerta de Viento de Viento

(kN) (m^2) (m^2)

----------------------------------------------

V-1 1P 0.000 0.146 0.000

V-2 1X 0.000 0.146 0.000

V-3 1XY 0.000 0.146 0.000

V-4 1Y 0.000 0.146 0.000

V-5 21S 0.000 0.146 0.000

V-6 21X 0.000 0.146 0.000

V-7 21XY 0.000 0.146 0.000

V-8 21Y 0.000 0.146 0.000

V-9 22S 0.000 0.146 0.058

V-10 22X 0.000 0.146 0.058

V-11 22XY 0.000 0.146 0.058

V-12 22Y 0.000 0.146 0.058

V-13 23S 0.000 0.146 0.058

V-14 23X 0.000 0.146 0.058

V-15 23XY 0.000 0.146 0.058

V-16 23Y 0.000 0.146 0.058

V-17 27S 0.000 0.169 0.058

V-18 27X 0.000 0.169 0.058

V-19 27XY 0.000 0.169 0.058

V-20 27Y 0.000 0.169 0.058

V-21 28S 0.000 0.169 0.058

V-22 28X 0.000 0.169 0.058

V-23 28XY 0.000 0.169 0.058

V-24 28Y 0.000 0.169 0.058

V-25 32S 0.000 0.169 0.058

V-26 32X 0.000 0.169 0.058

V-27 32XY 0.000 0.169 0.058

V-28 32Y 0.000 0.169 0.058

V-29 2P 0.000 0.169 0.058

V-30 2X 0.000 0.169 0.058

V-31 2XY 0.000 0.169 0.058

V-32 2Y 0.000 0.169 0.058


V-33 36S 0.000 0.190 0.078

V-34 36X 0.000 0.190 0.078

V-35 36XY 0.000 0.190 0.078

V-36 36Y 0.000 0.190 0.078

V-37 39S 0.000 0.190 0.078

V-38 39X 0.000 0.190 0.078

V-39 39XY 0.000 0.190 0.078

V-40 39Y 0.000 0.190 0.078

V-41 44S 0.000 0.246 0.196

V-42 44X 0.000 0.246 0.196

V-43 44XY 0.000 0.246 0.196

V-44 44Y 0.000 0.246 0.196

V-45 47S 0.000 0.246 0.196

V-46 47X 0.000 0.246 0.196

V-47 47XY 0.000 0.246 0.196

V-48 47Y 0.000 0.246 0.196

V-49 52S 0.000 0.274 0.232

V-50 52X 0.000 0.274 0.232

V-51 52XY 0.000 0.274 0.232

V-52 52Y 0.000 0.274 0.232

V-53 3P 0.000 0.274 0.232

V-54 3X 0.000 0.274 0.232

V-55 3XY 0.000 0.274 0.232

V-56 3Y 0.000 0.274 0.232

V-57 58S 0.000 0.147 0.147

V-58 58X 0.000 0.147 0.147

V-59 58XY 0.000 0.147 0.147

V-60 58Y 0.000 0.147 0.147

V-61 59S 0.000 0.375 0.375

V-62 59X 0.000 0.375 0.375

V-63 59XY 0.000 0.375 0.375

V-64 59Y 0.000 0.375 0.375

V-65 4P 0.000 0.334 0.334

V-66 4X 0.000 0.334 0.334

V-67 4XY 0.000 0.334 0.334

V-68 4Y 0.000 0.334 0.334

V-69 66S 0.000 0.249 0.249

V-70 66X 0.000 0.249 0.249

V-71 66XY 0.000 0.249 0.249

V-72 66Y 0.000 0.249 0.249

V-73 67S 0.000 0.408 0.408

V-74 67X 0.000 0.408 0.408

V-75 67XY 0.000 0.408 0.408

V-76 67Y 0.000 0.408 0.408

V-77 76S 0.000 0.340 0.340

V-78 76X 0.000 0.340 0.340

V-79 76XY 0.000 0.340 0.340

V-80 76Y 0.000 0.340 0.340

V-81 85S 0.000 0.334 0.334

V-82 85X 0.000 0.334 0.334

V-83 85XY 0.000 0.334 0.334

V-84 85Y 0.000 0.334 0.334

V-85 89S 0.000 1.247 1.247

V-86 90S 0.000 1.247 1.247

V-87 91S 0.000 1.247 1.247

V-88 92S 0.000 1.247 1.247

Total 0.000 24.444 19.176


*** Datos de las cargas

Cargar de un archivo: d:\my documents\2tdd\2tdd factorizada.lca

Insulator dead and wind loads are already included in the point loads printed below.

Loading Method Parameters:

Structure Height Summary (used for calculating wind/ice adjust with height):

Z of ground for wind height adjust -35.00 (m) and structure Z coordinate that will be put on the centerline ground profile in

PLS-CADD.

Ground elevation shift 0.00 (m)

Z of ground with shift -35.00 (m)

Z of structure top (highest joint) 35.30 (m)

Structure height 71.30 (m)

Structure height above ground 70.30 (m)

Vector Load Cases:

Load Case Dead Wind SF for SF for SF for SF For Point Wind/Ice Trans. Longit. Ice Ice Joint

Description Load Area Steel Poles Guys Insuls. Found. Loads Model Wind Wind Thick. Density Displ.

Factor Factor Tubular Arms and Pressure Pressure

and Towers Cables (Pa) (Pa) (cm) (N/m^3)

-------------------------------------------------------------------------------------------------------------------------------

1 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 2256 0 0.000 0.000

1A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 2256 0 0.000 0.000

1D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 2256 0 0.000 0.000
















7A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 1 load Wind on Face 0 0 0.000 0.000

7B 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 2 loads Wind on Face 0 0 0.000 0.000

7C 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 3 loads Wind on Face 0 0 0.000 0.000


7E 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000

7F 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 0 0 0.000 0.000

7G 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 7 loads Wind on Face 0 0 0.000 0.000

7H 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000

7I 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 9 loads Wind on Face 0 0 0.000 0.000

7L 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 10 loads Wind on Face 0 0 0.000 0.000

7M 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 11 loads Wind on Face 0 0 0.000 0.000

7N 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 12 loads Wind on Face 0 0 0.000 0.000

7O 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 13 loads Wind on Face 0 0 0.000 0.000

7P 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 14 loads Wind on Face 0 0 0.000 0.000

























12A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 1 load Wind on Face 0 0 0.000 0.000




























Point Loads for Load Case "1":

Joint Vertical Transverse Longitudinal Load

Label Load Load Load Comment

(N) (N) (N)

-----------------------------------------------

5X 5591.7 30509.1 3335.4

5P 5591.7 30509.1 3335.4

12P 8780 24279.8 46670.8

12Y 8780 24279.8 -40000

6P 17560 48560 6670.8

13P 8780 24279.8 46670.8

13Y 8780 24279.8 -40000

7P 17560 48560 6670.8

14P 8780 24279.8 46670.8

14Y 8780 24279.8 -40000

8P 17560 48560 6670.8

15P 8780 24279.8 46670.8

15Y 8780 24279.8 -40000

9P 17560 48560 6670.8

16P 8780 24279.8 46670.8

16Y 8780 24279.8 -40000

10P 17560 48560 6670.8

17P 8780 24279.8 46670.8

17Y 8780 24279.8 -40000

11P 17560 48560 6670.8


Point Loads for Load Case "1A":



(N) (N) (N)

-----------------------------------------------

5X -1471.5 30509.1 3335.4

5P -1471.5 30509.1 3335.4

12P 294.3 24279.8 46670.8

12Y 294.3 24279.8 -40000

6P 588.6 48560 6670.8

13P 294.3 24279.8 46670.8

13Y 294.3 24279.8 -40000

7P 588.6 48560 6670.8

14P 294.3 24279.8 46670.8

14Y 294.3 24279.8 -40000

8P 588.6 48560 6670.8

15P 294.3 24279.8 46670.8

15Y 294.3 24279.8 -40000

9P 588.6 48560 6670.8

16P 294.3 24279.8 46670.8

16Y 294.3 24279.8 -40000

10P 588.6 48560 6670.8

17P 294.3 24279.8 46670.8

17Y 294.3 24279.8 -40000

11P 588.6 48560 6670.8

Point Loads for Load Case "1D":



(N) (N) (N)

-----------------------------------------------

5X 5591.7 30509.1 3335.4

5P 5591.7 30509.1 3335.4

6P 17560 48560 6670.8

7P 17560 48560 6670.8

8P 17560 48560 6670.8

9P 17560 48560 6670.8

10P 17560 48560 6670.8

11P 17560 48560 6670.8




(N) (N) (N)

-----------------------------------------------

5X 5591.7 13930.2 2746.8

5P 5591.7 13930.2 2746.8

12P 8780 15107.4 46768.9

12Y 8780 15107.4 -40000

6P 17560 30214.8 6768.9

13P 8780 15107.4 46768.9

13Y 8780 15107.4 -40000

7P 17560 30214.8 6768.9

14P 8780 15107.4 46768.9

14Y 8780 15107.4 -40000


8P 17560 30214.8 6768.9

15P 8780 15107.4 46768.9

15Y 8780 15107.4 -40000

9P 17560 30214.8 6768.9

16P 8780 15107.4 46768.9

16Y 8780 15107.4 -40000

10P 17560 30214.8 6768.9

17P 8780 15107.4 46768.9

17Y 8780 15107.4 -40000

11P 17560 30214.8 6768.9




(N) (N) (N)

-----------------------------------------------

5X -1471.5 13930.2 2746.8

5P -1471.5 13930.2 2746.8

12P 294.3 15107.4 46768.9

12Y 294.3 15107.4 -40000

6P 588.6 30214.8 6768.9

13P 294.3 15107.4 46768.9

13Y 294.3 15107.4 -40000

7P 588.6 30214.8 6768.9

14P 294.3 15107.4 46768.9

14Y 294.3 15107.4 -40000

8P 588.6 30214.8 6768.9

15P 294.3 15107.4 46768.9

15Y 294.3 15107.4 -40000

9P 588.6 30214.8 6768.9

16P 294.3 15107.4 46768.9

16Y 294.3 15107.4 -40000

10P 588.6 30214.8 6768.9

17P 294.3 15107.4 46768.9

17Y 294.3 15107.4 -40000

11P 588.6 30214.8 6768.9




(N) (N) (N)

-----------------------------------------------

5X 5591.7 13930.2 2746.8

5P 5591.7 13930.2 2746.8

6P 17560 30214.8 6768.9

7P 17560 30214.8 6768.9

8P 17560 30214.8 6768.9

9P 17560 30214.8 6768.9

10P 17560 30214.8 6768.9

11P 17560 30214.8 6768.9





(N) (N) (N)

-----------------------------------------------

5X 5591.7 23151.6 2746.8

5P 5591.7 23151.6 2746.8

12P 8780 18835.2 46082.2

12Y 8780 18835.2 -40000

6P 17560 37670.4 6082.2

13P 8780 18835.2 46082.2

13Y 8780 18835.2 -40000

7P 17560 37670.4 6082.2

14P 8780 18835.2 46082.2

14Y 8780 18835.2 -40000

8P 17560 37670.4 6082.2

15P 8780 18835.2 46082.2

15Y 8780 18835.2 -40000

9P 17560 37670.4 6082.2

16P 8780 18835.2 46082.2

16Y 8780 18835.2 -40000

10P 17560 37670.4 6082.2

17P 8780 18835.2 46082.2

17Y 8780 18835.2 -40000

11P 17560 37670.4 6082.2




(N) (N) (N)

-----------------------------------------------

5X -1471.5 23151.6 2746.8

5P -1471.5 23151.6 2746.8

12P 294.3 18835.2 46082.2

12Y 294.3 18835.2 -40000

6P 588.6 37670.4 6082.2

13P 294.3 18835.2 46082.2

13Y 294.3 18835.2 -40000

7P 588.6 37670.4 6082.2

14P 294.3 18835.2 46082.2

14Y 294.3 18835.2 -40000

8P 588.6 37670.4 6082.2

15P 294.3 18835.2 46082.2

15Y 294.3 18835.2 -40000

9P 588.6 37670.4 6082.2

16P 294.3 18835.2 46082.2

16Y 294.3 18835.2 -40000

10P 588.6 37670.4 6082.2

17P 294.3 18835.2 46082.2

17Y 294.3 18835.2 -40000

11P 588.6 37670.4 6082.2





(N) (N) (N)

-----------------------------------------------

5X 5591.7 23151.6 2746.8

5P 5591.7 23151.6 2746.8

6P 17560 37670.4 6082.2

7P 17560 37670.4 6082.2

8P 17560 37670.4 6082.2

9P 17560 37670.4 6082.2

10P 17560 37670.4 6082.2

11P 17560 37670.4 6082.2




(N) (N) (N)

-----------------------------------------------

5X 4316.4 8142.3 28350.9

5P 4316.4 8142.3 28350.9

12P 6376.5 7946.1 85910.8

12Y 6376.5 7946.1 -40000

6P 12753 15892.2 45910.8

13P 6376.5 7946.1 85910.8

13Y 6376.5 7946.1 -40000

7P 12753 15892.2 45910.8

14P 6376.5 7946.1 85910.8

14Y 6376.5 7946.1 -40000

8P 12753 15892.2 45910.8

15P 6376.5 7946.1 85910.8

15Y 6376.5 7946.1 -40000

9P 12753 15892.2 45910.8

16P 6376.5 7946.1 85910.8

16Y 6376.5 7946.1 -40000

10P 12753 15892.2 45910.8

17P 6376.5 7946.1 85910.8

17Y 6376.5 7946.1 -40000

11P 12753 15892.2 45910.8




(N) (N) (N)

-----------------------------------------------

5X 1471.5 8142.3 28350.9

5P 1471.5 8142.3 28350.9

12P 490.5 7946.1 85910.8

12Y 490.5 7946.1 -40000

6P 981 15892.2 45910.8

13P 490.5 7946.1 85910.8

13Y 490.5 7946.1 -40000

7P 981 15892.2 45910.8

14P 490.5 7946.1 85910.8

14Y 490.5 7946.1 -40000


8P 981 15892.2 45910.8

15P 490.5 7946.1 85910.8

15Y 490.5 7946.1 -40000

9P 981 15892.2 45910.8

16P 490.5 7946.1 85910.8

16Y 490.5 7946.1 -40000

10P 981 15892.2 45910.8

17P 490.5 7946.1 85910.8

17Y 490.5 7946.1 -40000

11P 981 15892.2 45910.8




(N) (N) (N)

-----------------------------------------------

5X 4316.4 8142.3 28350.9

5P 4316.4 8142.3 28350.9

6P 12753 15892.2 45910.8

7P 12753 15892.2 45910.8

8P 12753 15892.2 45910.8

9P 12753 15892.2 45910.8

10P 12753 15892.2 45910.8

11P 12753 15892.2 45910.8




(N) (N) (N)

-----------------------------------------------

5X 4316.4 8240.4 19031.4

5P 4316.4 8240.4 19031.4

12P 6376.5 6670.8 80221

12Y 6376.5 6670.8 -40000

6P 12753 13341.6 40221

13P 6376.5 6670.8 80221

13Y 6376.5 6670.8 -40000

7P 12753 13341.6 40221

14P 6376.5 6670.8 80221

14Y 6376.5 6670.8 -40000

8P 12753 13341.6 40221

15P 6376.5 6670.8 80221

15Y 6376.5 6670.8 -40000

9P 12753 13341.6 40221

16P 6376.5 6670.8 80221

16Y 6376.5 6670.8 -40000

10P 12753 13341.6 40221

17P 6376.5 6670.8 80221

17Y 6376.5 6670.8 -40000

11P 12753 13341.6 40221





(N) (N) (N)

-----------------------------------------------

5X 1471.5 8240.4 19031.4

5P 1471.5 8240.4 19031.4

12P 490.5 6670.8 80221

12Y 490.5 6670.8 -40000

6P 981 13341.6 40221

13P 490.5 6670.8 80221

13Y 490.5 6670.8 -40000

7P 981 13341.6 40221

14P 490.5 6670.8 80221

14Y 490.5 6670.8 -40000

8P 981 13341.6 40221

15P 490.5 6670.8 80221

15Y 490.5 6670.8 -40000

9P 981 13341.6 40221

16P 490.5 6670.8 80221

16Y 490.5 6670.8 -40000

10P 981 13341.6 40221

17P 490.5 6670.8 80221

17Y 490.5 6670.8 -40000

11P 981 13341.6 40221




(N) (N) (N)

-----------------------------------------------

5X 4316.4 8240.4 19031.4

5P 4316.4 8240.4 19031.4

6P 12753 13341.6 40221

7P 12753 13341.6 40221

8P 12753 13341.6 40221

9P 12753 13341.6 40221

10P 12753 13341.6 40221

11P 12753 13341.6 40221




(N) (N) (N)

-----------------------------------------------

5X 4316.4 8534.7 23445.9

5P 4316.4 8534.7 23445.9

12P 6376.5 7014.15 79436.2

12Y 6376.5 7014.15 -40000

6P 12753 14028.3 39436.2

13P 6376.5 7014.15 79436.2

13Y 6376.5 7014.15 -40000

7P 12753 14028.3 39436.2

14P 6376.5 7014.15 79436.2

14Y 6376.5 7014.15 -40000


8P 12753 14028.3 39436.2

15P 6376.5 7014.15 79436.2

15Y 6376.5 7014.15 -40000

9P 12753 14028.3 39436.2

16P 6376.5 7014.15 79436.2

16Y 6376.5 7014.15 -40000

10P 12753 14028.3 39436.2

17P 6376.5 7014.15 79436.2

17Y 6376.5 7014.15 -40000

11P 12753 14028.3 39436.2




(N) (N) (N)

-----------------------------------------------

5X 1471.5 8534.7 23445.9

5P 1471.5 8534.7 23445.9

12P 490.5 7014.15 79436.2

12Y 490.5 7014.15 -40000

6P 981 14028.3 39436.2

13P 490.5 7014.15 79436.2

13Y 490.5 7014.15 -40000

7P 981 14028.3 39436.2

14P 490.5 7014.15 79436.2

14Y 490.5 7014.15 -40000

8P 981 14028.3 39436.2

15P 490.5 7014.15 79436.2

15Y 490.5 7014.15 -40000

9P 981 14028.3 39436.2

16P 490.5 7014.15 79436.2

16Y 490.5 7014.15 -40000

10P 981 14028.3 39436.2

17P 490.5 7014.15 79436.2

17Y 490.5 7014.15 -40000

11P 981 14028.3 39436.2




(N) (N) (N)

-----------------------------------------------

5X 4316.4 8534.7 23445.9

5P 4316.4 8534.7 23445.9

6P 12753 14028.3 39436.2

7P 12753 14028.3 39436.2

8P 12753 14028.3 39436.2

9P 12753 14028.3 39436.2

10P 12753 14028.3 39436.2

11P 12753 14028.3 39436.2





(N) (N) (N)

-----------------------------------------------

5P 16284.6 14126.4 11673.9

Point Loads for Load Case "7B":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 36297 29528.1 24426.9

Point Loads for Load Case "7C":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 36297 29528.1 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 36297 29528.1 24426.9

Point Loads for Load Case "7E":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 36297 29528.1 24426.9


Point Loads for Load Case "7F":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 36297 29528.1 24426.9

Point Loads for Load Case "7G":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 36297 29528.1 24426.9

Point Loads for Load Case "7H":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

5X 16284.6 14126.4 11673.9

Point Loads for Load Case "7I":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

5X 6278.4 14126.4 0

12P 36297 29528.1 24426.9


Point Loads for Load Case "7L":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

5X 6278.4 14126.4 0

12P 19914.3 29528.1 0

13P 36297 29528.1 24426.9

Point Loads for Load Case "7M":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

5X 6278.4 14126.4 0

12P 19914.3 29528.1 0

13P 19914.3 29528.1 0

14P 36297 29528.1 24426.9

Point Loads for Load Case "7N":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

5X 6278.4 14126.4 0

12P 19914.3 29528.1 0

13P 19914.3 29528.1 0

14P 19914.3 29528.1 0

15P 36297 29528.1 24426.9


Point Loads for Load Case "7O":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

5X 6278.4 14126.4 0

12P 19914.3 29528.1 0

13P 19914.3 29528.1 0

14P 19914.3 29528.1 0

15P 19914.3 29528.1 0

16P 36297 29528.1 24426.9

Point Loads for Load Case "7P":



(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

5X 6278.4 14126.4 0

12P 19914.3 29528.1 0

13P 19914.3 29528.1 0

14P 19914.3 29528.1 0

15P 19914.3 29528.1 0

16P 19914.3 29528.1 0

17P 36297 29528.1 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 14126.4 0

5X 12949.2 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 19914.3 29528.1 0

13P 19914.3 29528.1 0


14P 19914.3 29528.1 0

15P 19914.3 29528.1 0

16P 19914.3 29528.1 0

17P 19914.3 29528.1 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 19914.3 29528.1 0

13P 19914.3 29528.1 0

14P 19914.3 29528.1 0

15P 19914.3 29528.1 0

16P 19914.3 29528.1 0

17P 19914.3 29528.1 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 15990.3 14764.1 0

12Y 15990.3 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0





(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 15990.3 14764.1 0

13Y 15990.3 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 15990.3 14764.1 0

14Y 15990.3 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0





(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 15990.3 14764.1 0

15Y 15990.3 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 15990.3 14764.1 0

16Y 15990.3 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0





(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 15990.3 14764.1 0

17Y 15990.3 14764.1 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 31980.6 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0





(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 31980.6 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 31980.6 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0





(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 31980.6 29528.1 0

10P 19914.3 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 31980.6 29528.1 0

11P 19914.3 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0





(N) (N) (N)

-----------------------------------------------

5P 12949.2 14126.4 0

5X 6278.4 14126.4 0

6P 19914.3 29528.1 0

7P 19914.3 29528.1 0

8P 19914.3 29528.1 0

9P 19914.3 29528.1 0

10P 19914.3 29528.1 0

11P 31980.6 29528.1 0

12P 9957.15 14764.1 0

12Y 9957.15 14764.1 0

13P 9957.15 14764.1 0

13Y 9957.15 14764.1 0

14P 9957.15 14764.1 0

14Y 9957.15 14764.1 0

15P 9957.15 14764.1 0

15Y 9957.15 14764.1 0

16P 9957.15 14764.1 0

16Y 9957.15 14764.1 0

17P 9957.15 14764.1 0

17Y 9957.15 14764.1 0




(N) (N) (N)

-----------------------------------------------

5X 5591.7 6670.8 3727.8

5P 5591.7 6670.8 3727.8

12P 8780 4905 47357.5

12Y 8780 4905 -40000

6P 17560 9810 7357.5

13P 8780 4905 47357.5

13Y 8780 4905 -40000

7P 17560 9810 7357.5

14P 8780 4905 47357.5

14Y 8780 4905 -40000

8P 17560 9810 7357.5

15P 8780 4905 47357.5

15Y 8780 4905 -40000

9P 17560 9810 7357.5

16P 8780 4905 47357.5

16Y 8780 4905 -40000

10P 17560 9810 7357.5

17P 8780 4905 47357.5

17Y 8780 4905 -40000

11P 17560 9810 7357.5





(N) (N) (N)

-----------------------------------------------

5X -1471.5 6670.8 3727.8

5P -1471.5 6670.8 3727.8

12P 294.3 4905 47357.5

12Y 294.3 4905 -40000

6P 588.6 9810 7357.5

13P 294.3 4905 47357.5

13Y 294.3 4905 -40000

7P 588.6 9810 7357.5

14P 294.3 4905 47357.5

14Y 294.3 4905 -40000

8P 588.6 9810 7357.5

15P 294.3 4905 47357.5

15Y 294.3 4905 -40000

9P 588.6 9810 7357.5

16P 294.3 4905 47357.5

16Y 294.3 4905 -40000

10P 588.6 9810 7357.5

17P 294.3 4905 47357.5

17Y 294.3 4905 -40000

11P 588.6 9810 7357.5




(N) (N) (N)

-----------------------------------------------

5X 5591.7 6670.8 3727.8

5P 5591.7 6670.8 3727.8

6P 17560 9810 7357.5

7P 17560 9810 7357.5

8P 17560 9810 7357.5

9P 17560 9810 7357.5

10P 17560 9810 7357.5

11P 17560 9810 7357.5




(N) (N) (N)

-----------------------------------------------

5X 5591.7 0 2943

5P 5591.7 0 2943

12P 8780 0 47259.4

12Y 8780 0 -40000

6P 17560 0 7259.4

13P 8780 0 47259.4

13Y 8780 0 -40000

7P 17560 0 7259.4

14P 8780 0 47259.4

14Y 8780 0 -40000


8P 17560 0 7259.4

15P 8780 0 47259.4

15Y 8780 0 -40000

9P 17560 0 7259.4

16P 8780 0 47259.4

16Y 8780 0 -40000

10P 17560 0 7259.4

17P 8780 0 47259.4

17Y 8780 0 -40000

11P 17560 0 7259.4




(N) (N) (N)

-----------------------------------------------

5X -1471.5 0 2943

5P -1471.5 0 2943

12P 294.3 0 47259.4

12Y 294.3 0 -40000

6P 588.6 0 7259.4

13P 294.3 0 47259.4

13Y 294.3 0 -40000

7P 588.6 0 7259.4

14P 294.3 0 47259.4

14Y 294.3 0 -40000

8P 588.6 0 7259.4

15P 294.3 0 47259.4

15Y 294.3 0 -40000

9P 588.6 0 7259.4

16P 294.3 0 47259.4

16Y 294.3 0 -40000

10P 588.6 0 7259.4

17P 294.3 0 47259.4

17Y 294.3 0 -40000

11P 588.6 0 7259.4




(N) (N) (N)

-----------------------------------------------

5X 5591.7 0 2943

5P 5591.7 0 2943

6P 17560 0 7259.4

7P 17560 0 7259.4

8P 17560 0 7259.4

9P 17560 0 7259.4

10P 17560 0 7259.4

11P 17560 0 7259.4





(N) (N) (N)

-----------------------------------------------

5X 5591.7 3335.4 2943

5P 5591.7 3335.4 2943

12P 8780 2452.5 46572.7

12Y 8780 2452.5 -40000

6P 17560 4905 6572.7

13P 8780 2452.5 46572.7

13Y 8780 2452.5 -40000

7P 17560 4905 6572.7

14P 8780 2452.5 46572.7

14Y 8780 2452.5 -40000

8P 17560 4905 6572.7

15P 8780 2452.5 46572.7

15Y 8780 2452.5 -40000

9P 17560 4905 6572.7

16P 8780 2452.5 46572.7

16Y 8780 2452.5 -40000

10P 17560 4905 6572.7

17P 8780 2452.5 46572.7

17Y 8780 2452.5 -40000

11P 17560 4905 6572.7




(N) (N) (N)

-----------------------------------------------

5X -1471.5 3335.4 2943

5P -1471.5 3335.4 2943

12P 294.3 2452.5 46572.7

12Y 294.3 2452.5 -40000

6P 588.6 4905 6572.7

13P 294.3 2452.5 46572.7

13Y 294.3 2452.5 -40000

7P 588.6 4905 6572.7

14P 294.3 2452.5 46572.7

14Y 294.3 2452.5 -40000

8P 588.6 4905 6572.7

15P 294.3 2452.5 46572.7

15Y 294.3 2452.5 -40000

9P 588.6 4905 6572.7

16P 294.3 2452.5 46572.7

16Y 294.3 2452.5 -40000

10P 588.6 4905 6572.7

17P 294.3 2452.5 46572.7

17Y 294.3 2452.5 -40000

11P 588.6 4905 6572.7





(N) (N) (N)

-----------------------------------------------

5X 5591.7 3335.4 2943

5P 5591.7 3335.4 2943

6P 17560 4905 6572.7

7P 17560 4905 6572.7

8P 17560 4905 6572.7

9P 17560 4905 6572.7

10P 17560 4905 6572.7

11P 17560 4905 6572.7




(N) (N) (N)

-----------------------------------------------

5P 16284.6 0 11673.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 36297 0 24426.9





(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

5X 16284.6 0 11673.9





(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

5X 6278.4 0 0

12P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

5X 6278.4 0 0

12P 19914.3 0 0

13P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

5X 6278.4 0 0

12P 19914.3 0 0

13P 19914.3 0 0

14P 36297 0 24426.9





(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

5X 6278.4 0 0

12P 19914.3 0 0

13P 19914.3 0 0

14P 19914.3 0 0

15P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

5X 6278.4 0 0

12P 19914.3 0 0

13P 19914.3 0 0

14P 19914.3 0 0

15P 19914.3 0 0

16P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

5X 6278.4 0 0

12P 19914.3 0 0

13P 19914.3 0 0

14P 19914.3 0 0

15P 19914.3 0 0

16P 19914.3 0 0


17P 36297 0 24426.9




(N) (N) (N)

-----------------------------------------------

5P 6278.4 0 0

5X 12949.2 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 19914.3 0 0

13P 19914.3 0 0

14P 19914.3 0 0

15P 19914.3 0 0

16P 19914.3 0 0

17P 19914.3 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 19914.3 0 0

13P 19914.3 0 0

14P 19914.3 0 0

15P 19914.3 0 0

16P 19914.3 0 0

17P 19914.3 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0


11P 19914.3 0 0

12P 15990.3 0 0

12Y 15990.3 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 15990.3 0 0

13Y 15990.3 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0


13Y 9957.15 0 0

14P 15990.3 0 0

14Y 15990.3 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 15990.3 0 0

15Y 15990.3 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0


15Y 9957.15 0 0

16P 15990.3 0 0

16Y 15990.3 0 0

17P 9957.15 0 0

17Y 9957.15 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 15990.3 0 0

17Y 15990.3 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 31980.6 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0


17Y 9957.15 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 31980.6 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 31980.6 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0





(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 31980.6 0 0

10P 19914.3 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0




(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 31980.6 0 0

11P 19914.3 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0





(N) (N) (N)

-----------------------------------------------

5P 12949.2 0 0

5X 6278.4 0 0

6P 19914.3 0 0

7P 19914.3 0 0

8P 19914.3 0 0

9P 19914.3 0 0

10P 19914.3 0 0

11P 31980.6 0 0

12P 9957.15 0 0

12Y 9957.15 0 0

13P 9957.15 0 0

13Y 9957.15 0 0

14P 9957.15 0 0

14Y 9957.15 0 0

15P 9957.15 0 0

15Y 9957.15 0 0

16P 9957.15 0 0

16Y 9957.15 0 0

17P 9957.15 0 0

17Y 9957.15 0 0

Joint Support Reactions for Load Case "1":

Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.

Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage

(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %

---------------------------------------------------------------------------------------------------------------------

89S -224.49 0.0 -236.40 0.0 1830.60 0.0 0.0 1859.40 0.0 -4.89 0.0 6.6 0.0 0.03 0.0 0.0

90S 147.89 0.0 -164.80 0.0 -1199.92 0.0 0.0 1220.18 0.0 -2.49 0.0 -4.3 0.0 0.37 0.0 0.0

91S -191.24 0.0 -208.32 0.0 -1554.06 0.0 0.0 1579.58 0.0 -3.81 0.0 5.6 0.0 -0.38 0.0 0.0

92S 181.12 0.0 -192.87 0.0 1476.43 0.0 0.0 1499.95 0.0 -3.56 0.0 -5.4 0.0 -0.02 0.0 0.0

Joint Support Reactions for Load Case "1A":




---------------------------------------------------------------------------------------------------------------------

89S -217.80 0.0 -229.71 0.0 1776.15 0.0 0.0 1804.14 0.0 -4.69 0.0 6.4 0.0 0.04 0.0 0.0

90S 154.58 0.0 -171.49 0.0 -1254.37 0.0 0.0 1275.44 0.0 -2.69 0.0 -4.5 0.0 0.37 0.0 0.0

91S -197.93 0.0 -215.01 0.0 -1608.51 0.0 0.0 1634.84 0.0 -4.01 0.0 5.8 0.0 -0.38 0.0 0.0

92S 174.43 0.0 -186.18 0.0 1421.99 0.0 0.0 1444.69 0.0 -3.36 0.0 -5.2 0.0 -0.03 0.0 0.0

Joint Support Reactions for Load Case "1D":




--------------------------------------------------------------------------------------------------------------------

89S -147.87 0.0 -145.97 0.0 1171.98 0.0 0.0 1190.26 0.0 -4.04 0.0 3.6 0.0 0.01 0.0 0.0

90S 97.76 0.0 -100.33 0.0 -752.49 0.0 0.0 765.42 0.0 -2.42 0.0 -2.0 0.0 0.33 0.0 0.0

91S -112.02 0.0 -133.59 0.0 -948.74 0.0 0.0 964.63 0.0 -1.81 0.0 4.1 0.0 -0.28 0.0 0.0

92S 115.44 0.0 -131.15 0.0 976.93 0.0 0.0 992.43 0.0 -1.95 0.0 -4.2 0.0 0.07 0.0 0.0






---------------------------------------------------------------------------------------------------------------------

89S -176.24 0.0 -162.44 0.0 1325.38 0.0 0.0 1346.88 0.0 -4.54 0.0 3.0 0.0 -0.12 0.0 0.0

90S 19.09 0.0 -32.72 0.0 -263.82 0.0 0.0 266.53 0.0 -0.94 0.0 -2.9 0.0 0.08 0.0 0.0

91S -148.15 0.0 -129.20 0.0 -1048.85 0.0 0.0 1067.11 0.0 -3.47 0.0 1.9 0.0 0.44 0.0 0.0

92S 47.08 0.0 -66.04 0.0 540.34 0.0 0.0 546.39 0.0 -2.01 0.0 -4.0 0.0 -0.40 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -169.55 0.0 -155.75 0.0 1270.93 0.0 0.0 1291.62 0.0 -4.34 0.0 2.8 0.0 -0.12 0.0 0.0

90S 25.78 0.0 -39.41 0.0 -318.27 0.0 0.0 321.73 0.0 -1.14 0.0 -3.1 0.0 0.08 0.0 0.0

91S -154.84 0.0 -135.89 0.0 -1103.30 0.0 0.0 1122.37 0.0 -3.67 0.0 2.1 0.0 0.44 0.0 0.0

92S 40.39 0.0 -59.35 0.0 485.89 0.0 0.0 491.16 0.0 -1.80 0.0 -3.8 0.0 -0.41 0.0 0.0





-------------------------------------------------------------------------------------------------------------------

89S -126.33 0.0 -99.32 0.0 883.54 0.0 0.0 898.03 0.0 -4.34 0.0 0.8 0.0 -0.14 0.0 0.0

90S -4.05 0.0 4.16 0.0 -35.49 0.0 0.0 35.96 0.0 -1.52 0.0 -1.3 0.0 0.05 0.0 0.0

91S -95.49 0.0 -81.92 0.0 -660.31 0.0 0.0 672.19 0.0 -2.09 0.0 1.3 0.0 0.54 0.0 0.0

92S 8.26 0.0 -32.05 0.0 259.95 0.0 0.0 262.05 0.0 -1.02 0.0 -3.6 0.0 -0.32 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -207.16 0.0 -205.84 0.0 1610.22 0.0 0.0 1636.49 0.0 -4.50 0.0 4.6 0.0 -0.05 0.0 0.0

90S 77.74 0.0 -99.38 0.0 -708.10 0.0 0.0 719.25 0.0 -1.32 0.0 -3.8 0.0 0.33 0.0 0.0

91S -177.56 0.0 -176.27 0.0 -1333.69 0.0 0.0 1356.96 0.0 -3.37 0.0 3.4 0.0 0.03 0.0 0.0

92S 107.26 0.0 -129.01 0.0 984.61 0.0 0.0 998.81 0.0 -2.44 0.0 -5.0 0.0 -0.32 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -200.47 0.0 -199.15 0.0 1555.78 0.0 0.0 1581.23 0.0 -4.30 0.0 4.4 0.0 -0.04 0.0 0.0

90S 84.43 0.0 -106.08 0.0 -762.55 0.0 0.0 774.50 0.0 -1.52 0.0 -4.0 0.0 0.33 0.0 0.0

91S -184.25 0.0 -182.96 0.0 -1388.14 0.0 0.0 1412.22 0.0 -3.57 0.0 3.6 0.0 0.04 0.0 0.0

92S 100.57 0.0 -122.32 0.0 930.17 0.0 0.0 943.55 0.0 -2.24 0.0 -4.8 0.0 -0.33 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -146.93 0.0 -133.02 0.0 1087.99 0.0 0.0 1105.90 0.0 -4.00 0.0 2.1 0.0 -0.07 0.0 0.0

90S 42.22 0.0 -50.79 0.0 -383.07 0.0 0.0 388.72 0.0 -1.54 0.0 -2.0 0.0 0.29 0.0 0.0

91S -115.52 0.0 -118.33 0.0 -864.71 0.0 0.0 880.38 0.0 -1.83 0.0 2.4 0.0 0.13 0.0 0.0

92S 56.99 0.0 -82.36 0.0 607.46 0.0 0.0 615.66 0.0 -1.24 0.0 -4.2 0.0 -0.24 0.0 0.0






---------------------------------------------------------------------------------------------------------------------

89S -242.18 0.0 -257.09 0.0 1986.50 0.0 0.0 2017.65 0.0 -5.52 0.0 7.1 0.0 0.14 0.0 0.0

90S -91.14 0.0 74.21 0.0 757.39 0.0 0.0 766.46 0.0 4.82 0.0 2.9 0.0 0.37 0.0 0.0

91S -212.60 0.0 -232.67 0.0 -1739.99 0.0 0.0 1768.31 0.0 -4.56 0.0 6.2 0.0 -0.49 0.0 0.0

92S -61.65 0.0 49.87 0.0 -511.09 0.0 0.0 517.20 0.0 3.85 0.0 2.0 0.0 -0.00 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -237.67 0.0 -252.57 0.0 1949.76 0.0 0.0 1980.36 0.0 -5.38 0.0 7.0 0.0 0.14 0.0 0.0

90S -86.63 0.0 69.70 0.0 720.65 0.0 0.0 729.18 0.0 4.68 0.0 2.8 0.0 0.36 0.0 0.0

91S -217.12 0.0 -237.19 0.0 -1776.73 0.0 0.0 1805.59 0.0 -4.70 0.0 6.3 0.0 -0.49 0.0 0.0

92S -66.16 0.0 54.39 0.0 -547.83 0.0 0.0 554.48 0.0 3.99 0.0 2.1 0.0 -0.01 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -181.17 0.0 -132.12 0.0 1248.58 0.0 0.0 1268.56 0.0 -7.93 0.0 0.2 0.0 0.35 0.0 0.0

90S -9.73 0.0 60.42 0.0 366.18 0.0 0.0 371.26 0.0 -1.75 0.0 6.5 0.0 0.53 0.0 0.0

91S -93.81 0.0 -175.91 0.0 -1044.57 0.0 0.0 1063.42 0.0 2.18 0.0 8.7 0.0 -0.22 0.0 0.0

92S -47.42 0.0 -22.71 0.0 -153.91 0.0 0.0 162.64 0.0 6.70 0.0 -3.6 0.0 0.27 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -229.74 0.0 -215.97 0.0 1763.28 0.0 0.0 1791.25 0.0 -6.36 0.0 4.5 0.0 -0.08 0.0 0.0

90S -140.69 0.0 127.70 0.0 1039.21 0.0 0.0 1056.44 0.0 3.76 0.0 1.8 0.0 0.06 0.0 0.0

91S -205.31 0.0 -186.40 0.0 -1516.80 0.0 0.0 1541.94 0.0 -5.40 0.0 3.5 0.0 0.40 0.0 0.0

92S -116.43 0.0 98.11 0.0 -792.89 0.0 0.0 807.37 0.0 2.80 0.0 0.8 0.0 -0.37 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -225.22 0.0 -211.45 0.0 1726.54 0.0 0.0 1753.96 0.0 -6.22 0.0 4.3 0.0 -0.08 0.0 0.0

90S -136.18 0.0 123.18 0.0 1002.47 0.0 0.0 1019.15 0.0 3.62 0.0 1.6 0.0 0.06 0.0 0.0

91S -209.83 0.0 -190.92 0.0 -1553.54 0.0 0.0 1579.22 0.0 -5.53 0.0 3.6 0.0 0.40 0.0 0.0

92S -120.94 0.0 102.62 0.0 -829.62 0.0 0.0 844.65 0.0 2.94 0.0 0.9 0.0 -0.38 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -177.11 0.0 -107.07 0.0 1123.52 0.0 0.0 1142.43 0.0 -8.53 0.0 -1.6 0.0 0.10 0.0 0.0

90S -67.96 0.0 114.45 0.0 685.04 0.0 0.0 697.85 0.0 -2.08 0.0 4.9 0.0 0.20 0.0 0.0

91S -102.65 0.0 -137.84 0.0 -919.01 0.0 0.0 934.94 0.0 0.43 0.0 5.8 0.0 0.64 0.0 0.0

92S -103.14 0.0 33.94 0.0 -473.26 0.0 0.0 485.56 0.0 5.24 0.0 -4.2 0.0 -0.13 0.0 0.0






---------------------------------------------------------------------------------------------------------------------

89S -236.70 0.0 -237.33 0.0 1859.83 0.0 0.0 1889.80 0.0 -5.51 0.0 5.4 0.0 0.03 0.0 0.0

90S -109.83 0.0 88.54 0.0 827.72 0.0 0.0 839.66 0.0 4.37 0.0 1.8 0.0 0.32 0.0 0.0

91S -210.77 0.0 -211.44 0.0 -1613.35 0.0 0.0 1640.74 0.0 -4.50 0.0 4.4 0.0 -0.04 0.0 0.0

92S -84.04 0.0 62.64 0.0 -581.40 0.0 0.0 590.77 0.0 3.36 0.0 0.8 0.0 -0.30 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -232.18 0.0 -232.82 0.0 1823.09 0.0 0.0 1852.51 0.0 -5.38 0.0 5.3 0.0 0.03 0.0 0.0

90S -105.32 0.0 84.02 0.0 790.99 0.0 0.0 802.38 0.0 4.24 0.0 1.7 0.0 0.32 0.0 0.0

91S -215.28 0.0 -215.95 0.0 -1650.08 0.0 0.0 1678.02 0.0 -4.63 0.0 4.5 0.0 -0.04 0.0 0.0

92S -88.55 0.0 67.15 0.0 -618.14 0.0 0.0 628.05 0.0 3.50 0.0 0.9 0.0 -0.30 0.0 0.0





---------------------------------------------------------------------------------------------------------------------

89S -183.72 0.0 -129.10 0.0 1221.28 0.0 0.0 1241.75 0.0 -7.62 0.0 -0.6 0.0 0.21 0.0 0.0

90S -39.81 0.0 76.93 0.0 490.99 0.0 0.0 498.58 0.0 -1.32 0.0 4.9 0.0 0.45 0.0 0.0

91S -108.82 0.0 -162.44 0.0 -1016.69 0.0 0.0 1035.32 0.0 1.24 0.0 6.6 0.0 0.20 0.0 0.0

92S -72.39 0.0 1.19 0.0 -279.30 0.0 0.0 288.53 0.0 5.78 0.0 -4.0 0.0 -0.06 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -19.93 0.0 -16.37 0.0 161.94 0.0 0.0 163.98 0.0 -1.05 0.0 0.5 0.0 0.00 0.0 0.0

90S -6.51 0.0 12.27 0.0 76.78 0.0 0.0 78.03 0.0 -0.21 0.0 0.6 0.0 -0.03 0.0 0.0

91S 3.63 0.0 1.32 0.0 11.78 0.0 0.0 12.40 0.0 -0.05 0.0 0.4 0.0 0.02 0.0 0.0

92S 11.14 0.0 -11.34 0.0 96.93 0.0 0.0 98.22 0.0 -0.34 0.0 -0.4 0.0 0.06 0.0 0.0

Joint Support Reactions for Load Case "7B":




-----------------------------------------------------------------------------------------------------------------

89S -35.00 0.0 -27.10 0.0 279.25 0.0 0.0 282.74 0.0 -2.04 0.0 0.9 0.0 -0.02 0.0 0.0

90S 0.56 0.0 10.52 0.0 32.54 0.0 0.0 34.20 0.0 -0.91 0.0 0.6 0.0 -0.08 0.0 0.0

91S -7.54 0.0 -10.08 0.0 -92.38 0.0 0.0 93.24 0.0 -0.65 0.0 1.1 0.0 0.06 0.0 0.0

92S 17.55 0.0 -16.98 0.0 154.31 0.0 0.0 156.23 0.0 -0.75 0.0 -0.8 0.0 0.12 0.0 0.0

Joint Support Reactions for Load Case "7C":




------------------------------------------------------------------------------------------------------------------

89S -44.58 0.0 -34.40 0.0 351.57 0.0 0.0 356.05 0.0 -2.53 0.0 1.1 0.0 -0.06 0.0 0.0

90S 8.92 0.0 3.05 0.0 -41.10 0.0 0.0 42.17 0.0 -1.42 0.0 0.2 0.0 -0.09 0.0 0.0

91S -15.90 0.0 -16.16 0.0 -154.74 0.0 0.0 156.40 0.0 -1.10 0.0 1.2 0.0 0.10 0.0 0.0

92S 27.14 0.0 -25.67 0.0 237.91 0.0 0.0 240.82 0.0 -1.30 0.0 -1.2 0.0 0.13 0.0 0.0






------------------------------------------------------------------------------------------------------------------

89S -53.32 0.0 -41.70 0.0 417.08 0.0 0.0 422.54 0.0 -2.86 0.0 1.2 0.0 -0.08 0.0 0.0

90S 16.44 0.0 -4.41 0.0 -107.94 0.0 0.0 109.27 0.0 -1.78 0.0 -0.1 0.0 -0.09 0.0 0.0

91S -23.42 0.0 -22.23 0.0 -210.28 0.0 0.0 212.74 0.0 -1.40 0.0 1.3 0.0 0.13 0.0 0.0

92S 35.88 0.0 -34.36 0.0 314.67 0.0 0.0 318.57 0.0 -1.70 0.0 -1.6 0.0 0.14 0.0 0.0

Joint Support Reactions for Load Case "7E":




------------------------------------------------------------------------------------------------------------------

89S -61.44 0.0 -48.84 0.0 476.20 0.0 0.0 482.62 0.0 -3.07 0.0 1.3 0.0 -0.09 0.0 0.0

90S 23.34 0.0 -11.71 0.0 -168.37 0.0 0.0 170.39 0.0 -2.02 0.0 -0.4 0.0 -0.08 0.0 0.0

91S -30.00 0.0 -28.47 0.0 -259.53 0.0 0.0 262.80 0.0 -1.52 0.0 1.4 0.0 0.14 0.0 0.0

92S 43.68 0.0 -43.20 0.0 385.16 0.0 0.0 390.03 0.0 -1.93 0.0 -2.0 0.0 0.13 0.0 0.0

Joint Support Reactions for Load Case "7F":




------------------------------------------------------------------------------------------------------------------

89S -68.73 0.0 -55.96 0.0 528.57 0.0 0.0 535.95 0.0 -3.13 0.0 1.4 0.0 -0.10 0.0 0.0

90S 29.40 0.0 -19.00 0.0 -222.07 0.0 0.0 224.81 0.0 -2.10 0.0 -0.7 0.0 -0.06 0.0 0.0

91S -35.79 0.0 -34.72 0.0 -302.39 0.0 0.0 306.48 0.0 -1.51 0.0 1.5 0.0 0.14 0.0 0.0

92S 50.70 0.0 -52.07 0.0 449.26 0.0 0.0 455.10 0.0 -2.01 0.0 -2.4 0.0 0.10 0.0 0.0

Joint Support Reactions for Load Case "7G":




------------------------------------------------------------------------------------------------------------------

89S -75.30 0.0 -62.93 0.0 574.30 0.0 0.0 582.63 0.0 -3.06 0.0 1.4 0.0 -0.10 0.0 0.0

90S 34.75 0.0 -26.14 0.0 -269.13 0.0 0.0 272.62 0.0 -2.06 0.0 -0.9 0.0 -0.03 0.0 0.0

91S -40.77 0.0 -41.12 0.0 -339.35 0.0 0.0 344.26 0.0 -1.33 0.0 1.5 0.0 0.12 0.0 0.0

92S 56.90 0.0 -61.08 0.0 507.46 0.0 0.0 514.28 0.0 -1.93 0.0 -2.7 0.0 0.08 0.0 0.0

Joint Support Reactions for Load Case "7H":




------------------------------------------------------------------------------------------------------------------

89S -71.34 0.0 -71.01 0.0 604.25 0.0 0.0 612.58 0.0 -2.56 0.0 2.7 0.0 -0.08 0.0 0.0

90S 37.16 0.0 -34.65 0.0 -302.66 0.0 0.0 306.89 0.0 -1.49 0.0 -1.3 0.0 -0.11 0.0 0.0

91S -45.95 0.0 -39.68 0.0 -367.66 0.0 0.0 372.64 0.0 -2.20 0.0 1.4 0.0 0.05 0.0 0.0

92S 68.45 0.0 -60.06 0.0 539.25 0.0 0.0 546.88 0.0 -2.73 0.0 -1.7 0.0 0.09 0.0 0.0

Joint Support Reactions for Load Case "7I":




------------------------------------------------------------------------------------------------------------------

89S -82.25 0.0 -84.78 0.0 712.45 0.0 0.0 722.18 0.0 -2.90 0.0 3.4 0.0 -0.11 0.0 0.0

90S 40.09 0.0 -39.08 0.0 -334.94 0.0 0.0 339.59 0.0 -1.52 0.0 -1.6 0.0 -0.15 0.0 0.0

91S -58.68 0.0 -48.39 0.0 -462.71 0.0 0.0 468.92 0.0 -2.99 0.0 1.6 0.0 0.04 0.0 0.0

92S 76.42 0.0 -62.67 0.0 584.68 0.0 0.0 592.98 0.0 -3.32 0.0 -1.5 0.0 0.11 0.0 0.0


Joint Support Reactions for Load Case "7L":




------------------------------------------------------------------------------------------------------------------

89S -90.20 0.0 -92.75 0.0 776.97 0.0 0.0 787.67 0.0 -3.11 0.0 3.7 0.0 -0.13 0.0 0.0

90S 46.82 0.0 -47.02 0.0 -399.22 0.0 0.0 404.70 0.0 -1.75 0.0 -2.0 0.0 -0.16 0.0 0.0

91S -66.56 0.0 -53.99 0.0 -517.29 0.0 0.0 524.34 0.0 -3.34 0.0 1.7 0.0 0.06 0.0 0.0

92S 85.52 0.0 -70.69 0.0 658.94 0.0 0.0 668.21 0.0 -3.75 0.0 -1.8 0.0 0.11 0.0 0.0

Joint Support Reactions for Load Case "7M":




-------------------------------------------------------------------------------------------------------------------

89S -97.31 0.0 -100.71 0.0 834.67 0.0 0.0 846.34 0.0 -3.17 0.0 3.9 0.0 -0.14 0.0 0.0

90S 52.70 0.0 -54.96 0.0 -456.69 0.0 0.0 462.99 0.0 -1.82 0.0 -2.4 0.0 -0.15 0.0 0.0

91S -73.60 0.0 -59.59 0.0 -565.05 0.0 0.0 572.93 0.0 -3.53 0.0 1.7 0.0 0.06 0.0 0.0

92S 93.79 0.0 -78.71 0.0 726.38 0.0 0.0 736.62 0.0 -4.03 0.0 -2.0 0.0 0.09 0.0 0.0

Joint Support Reactions for Load Case "7N":




--------------------------------------------------------------------------------------------------------------------

89S -103.19 0.0 -109.11 0.0 885.71 0.0 0.0 898.35 0.0 -3.01 0.0 4.1 0.0 -0.14 0.0 0.0

90S 57.35 0.0 -63.22 0.0 -506.53 0.0 0.0 513.67 0.0 -1.68 0.0 -2.8 0.0 -0.13 0.0 0.0

91S -80.08 0.0 -64.88 0.0 -605.84 0.0 0.0 614.54 0.0 -3.61 0.0 1.6 0.0 0.04 0.0 0.0

92S 101.49 0.0 -86.30 0.0 785.89 0.0 0.0 797.10 0.0 -4.19 0.0 -2.2 0.0 0.06 0.0 0.0

Joint Support Reactions for Load Case "7O":




--------------------------------------------------------------------------------------------------------------------

89S -108.06 0.0 -117.78 0.0 930.39 0.0 0.0 944.02 0.0 -2.67 0.0 4.3 0.0 -0.12 0.0 0.0

90S 61.01 0.0 -71.68 0.0 -549.52 0.0 0.0 557.52 0.0 -1.34 0.0 -3.2 0.0 -0.10 0.0 0.0

91S -85.83 0.0 -69.95 0.0 -639.35 0.0 0.0 648.86 0.0 -3.55 0.0 1.4 0.0 0.02 0.0 0.0

92S 108.46 0.0 -93.62 0.0 837.62 0.0 0.0 849.78 0.0 -4.22 0.0 -2.3 0.0 0.02 0.0 0.0

Joint Support Reactions for Load Case "7P":




--------------------------------------------------------------------------------------------------------------------

89S -111.87 0.0 -126.91 0.0 968.89 0.0 0.0 983.55 0.0 -2.12 0.0 4.6 0.0 -0.08 0.0 0.0

90S 63.59 0.0 -80.53 0.0 -585.80 0.0 0.0 594.72 0.0 -0.80 0.0 -3.5 0.0 -0.04 0.0 0.0

91S -90.82 0.0 -74.64 0.0 -664.83 0.0 0.0 675.14 0.0 -3.37 0.0 1.2 0.0 -0.02 0.0 0.0

92S 114.68 0.0 -100.48 0.0 880.79 0.0 0.0 893.89 0.0 -4.12 0.0 -2.3 0.0 -0.04 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -108.86 0.0 -118.93 0.0 932.55 0.0 0.0 946.38 0.0 -2.53 0.0 4.2 0.0 -0.04 0.0 0.0

90S 73.38 0.0 -81.88 0.0 -625.41 0.0 0.0 635.00 0.0 -1.45 0.0 -2.9 0.0 -0.06 0.0 0.0

91S -82.26 0.0 -73.88 0.0 -635.27 0.0 0.0 644.82 0.0 -2.86 0.0 1.8 0.0 -0.03 0.0 0.0

92S 117.74 0.0 -107.86 0.0 917.47 0.0 0.0 931.26 0.0 -3.81 0.0 -2.6 0.0 0.01 0.0 0.0






--------------------------------------------------------------------------------------------------------------------

89S -109.27 0.0 -118.93 0.0 935.94 0.0 0.0 949.77 0.0 -2.60 0.0 4.3 0.0 -0.05 0.0 0.0

90S 73.80 0.0 -81.88 0.0 -628.80 0.0 0.0 638.39 0.0 -1.52 0.0 -2.9 0.0 -0.06 0.0 0.0

91S -82.68 0.0 -73.88 0.0 -638.66 0.0 0.0 648.22 0.0 -2.94 0.0 1.9 0.0 -0.02 0.0 0.0

92S 118.16 0.0 -107.86 0.0 920.87 0.0 0.0 934.66 0.0 -3.89 0.0 -2.6 0.0 0.02 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 3.4 0.0 -0.03 0.0 0.0

90S 77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 -2.4 0.0 -0.02 0.0 0.0

91S -77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 2.4 0.0 0.02 0.0 0.0

92S 113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 -3.4 0.0 0.03 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 3.4 0.0 -0.03 0.0 0.0

90S 77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 -2.4 0.0 -0.02 0.0 0.0

91S -77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 2.4 0.0 0.02 0.0 0.0

92S 113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 -3.4 0.0 0.03 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 3.4 0.0 -0.03 0.0 0.0

90S 77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 -2.4 0.0 -0.02 0.0 0.0

91S -77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 2.4 0.0 0.02 0.0 0.0

92S 113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 -3.4 0.0 0.03 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -113.75 0.0 -113.77 0.0 928.67 0.0 0.0 942.50 0.0 -3.20 0.0 3.4 0.0 -0.03 0.0 0.0

90S 77.53 0.0 -77.51 0.0 -627.96 0.0 0.0 637.46 0.0 -2.16 0.0 -2.4 0.0 -0.02 0.0 0.0

91S -77.53 0.0 -77.51 0.0 -627.96 0.0 0.0 637.46 0.0 -2.16 0.0 2.4 0.0 0.02 0.0 0.0

92S 113.75 0.0 -113.77 0.0 928.67 0.0 0.0 942.50 0.0 -3.20 0.0 -3.4 0.0 0.03 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -113.73 0.0 -113.77 0.0 928.51 0.0 0.0 942.34 0.0 -3.19 0.0 3.4 0.0 -0.03 0.0 0.0

90S 77.51 0.0 -77.51 0.0 -627.81 0.0 0.0 637.31 0.0 -2.15 0.0 -2.4 0.0 -0.02 0.0 0.0

91S -77.51 0.0 -77.51 0.0 -627.81 0.0 0.0 637.31 0.0 -2.15 0.0 2.4 0.0 0.02 0.0 0.0

92S 113.73 0.0 -113.77 0.0 928.51 0.0 0.0 942.34 0.0 -3.19 0.0 -3.4 0.0 0.03 0.0 0.0






--------------------------------------------------------------------------------------------------------------------

89S -113.70 0.0 -113.77 0.0 928.26 0.0 0.0 942.09 0.0 -3.19 0.0 3.4 0.0 -0.03 0.0 0.0

90S 77.48 0.0 -77.51 0.0 -627.55 0.0 0.0 637.05 0.0 -2.15 0.0 -2.4 0.0 -0.01 0.0 0.0

91S -77.48 0.0 -77.51 0.0 -627.55 0.0 0.0 637.05 0.0 -2.15 0.0 2.4 0.0 0.01 0.0 0.0

92S 113.70 0.0 -113.77 0.0 928.26 0.0 0.0 942.09 0.0 -3.19 0.0 -3.4 0.0 0.03 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0

90S 78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 -2.4 0.0 -0.03 0.0 0.0

91S -78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 2.4 0.0 0.03 0.0 0.0

92S 114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0

90S 78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 -2.4 0.0 -0.03 0.0 0.0

91S -78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 2.4 0.0 0.03 0.0 0.0

92S 114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0

90S 78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 -2.4 0.0 -0.03 0.0 0.0

91S -78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 2.4 0.0 0.03 0.0 0.0

92S 114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -114.42 0.0 -113.77 0.0 934.18 0.0 0.0 948.01 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0

90S 78.21 0.0 -77.51 0.0 -633.47 0.0 0.0 642.97 0.0 -2.28 0.0 -2.4 0.0 -0.03 0.0 0.0

91S -78.21 0.0 -77.51 0.0 -633.47 0.0 0.0 642.97 0.0 -2.28 0.0 2.4 0.0 0.03 0.0 0.0

92S 114.42 0.0 -113.77 0.0 934.18 0.0 0.0 948.01 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0





--------------------------------------------------------------------------------------------------------------------

89S -114.44 0.0 -113.77 0.0 934.33 0.0 0.0 948.17 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0

90S 78.23 0.0 -77.51 0.0 -633.63 0.0 0.0 643.13 0.0 -2.29 0.0 -2.4 0.0 -0.03 0.0 0.0

91S -78.23 0.0 -77.51 0.0 -633.63 0.0 0.0 643.13 0.0 -2.29 0.0 2.4 0.0 0.03 0.0 0.0

92S 114.44 0.0 -113.77 0.0 934.33 0.0 0.0 948.17 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0






--------------------------------------------------------------------------------------------------------------------

89S -114.48 0.0 -113.77 0.0 934.59 0.0 0.0 948.42 0.0 -3.33 0.0 3.5 0.0 -0.04 0.0 0.0

90S 78.26 0.0 -77.51 0.0 -633.88 0.0 0.0 643.38 0.0 -2.29 0.0 -2.4 0.0 -0.03 0.0 0.0

91S -78.26 0.0 -77.51 0.0 -633.88 0.0 0.0 643.38 0.0 -2.29 0.0 2.4 0.0 0.03 0.0 0.0

92S 114.48 0.0 -113.77 0.0 934.59 0.0 0.0 948.42 0.0 -3.33 0.0 -3.5 0.0 0.04 0.0 0.0





-------------------------------------------------------------------------------------------------------------------

89S -97.29 0.0 -110.51 0.0 795.64 0.0 0.0 809.15 0.0 -1.13 0.0 2.7 0.0 0.08 0.0 0.0

90S 16.18 0.0 -34.37 0.0 -127.96 0.0 0.0 133.48 0.0 1.41 0.0 -0.3 0.0 0.42 0.0 0.0

91S -64.05 0.0 -82.43 0.0 -519.10 0.0 0.0 529.49 0.0 -0.05 0.0 1.7 0.0 -0.43 0.0 0.0

92S 49.41 0.0 -62.44 0.0 404.47 0.0 0.0 412.23 0.0 0.33 0.0 -1.4 0.0 -0.06 0.0 0.0





-------------------------------------------------------------------------------------------------------------------

89S -90.60 0.0 -103.82 0.0 741.19 0.0 0.0 753.89 0.0 -0.93 0.0 2.5 0.0 0.09 0.0 0.0

90S 22.87 0.0 -41.06 0.0 -182.41 0.0 0.0 188.37 0.0 1.21 0.0 -0.5 0.0 0.41 0.0 0.0

91S -70.74 0.0 -89.12 0.0 -573.55 0.0 0.0 584.72 0.0 -0.26 0.0 1.9 0.0 -0.43 0.0 0.0

92S 42.72 0.0 -55.75 0.0 350.02 0.0 0.0 357.00 0.0 0.53 0.0 -1.2 0.0 -0.07 0.0 0.0





------------------------------------------------------------------------------------------------------------------

89S -76.68 0.0 -76.73 0.0 589.19 0.0 0.0 599.09 0.0 -1.67 0.0 1.3 0.0 0.08 0.0 0.0

90S 24.12 0.0 -28.54 0.0 -149.01 0.0 0.0 153.63 0.0 0.04 0.0 0.4 0.0 0.39 0.0 0.0

91S -39.90 0.0 -65.30 0.0 -366.01 0.0 0.0 373.93 0.0 0.71 0.0 2.0 0.0 -0.34 0.0 0.0

92S 40.86 0.0 -60.32 0.0 373.52 0.0 0.0 380.56 0.0 0.64 0.0 -2.0 0.0 0.02 0.0 0.0





------------------------------------------------------------------------------------------------------------------

89S -80.06 0.0 -66.41 0.0 542.63 0.0 0.0 552.51 0.0 -1.83 0.0 0.1 0.0 -0.10 0.0 0.0

90S -80.23 0.0 66.45 0.0 544.42 0.0 0.0 554.30 0.0 1.87 0.0 0.1 0.0 0.10 0.0 0.0

91S -51.96 0.0 -33.17 0.0 -266.10 0.0 0.0 273.15 0.0 -0.76 0.0 -1.0 0.0 0.41 0.0 0.0

92S -52.24 0.0 33.13 0.0 -267.91 0.0 0.0 274.95 0.0 0.80 0.0 -1.0 0.0 -0.43 0.0 0.0





------------------------------------------------------------------------------------------------------------------

89S -73.37 0.0 -59.71 0.0 488.19 0.0 0.0 497.27 0.0 -1.63 0.0 -0.1 0.0 -0.09 0.0 0.0

90S -73.54 0.0 59.75 0.0 489.97 0.0 0.0 499.05 0.0 1.67 0.0 -0.1 0.0 0.10 0.0 0.0

91S -58.65 0.0 -39.86 0.0 -320.55 0.0 0.0 328.30 0.0 -0.96 0.0 -0.8 0.0 0.42 0.0 0.0

92S -58.93 0.0 39.82 0.0 -322.35 0.0 0.0 330.10 0.0 1.00 0.0 -0.8 0.0 -0.43 0.0 0.0






------------------------------------------------------------------------------------------------------------------

89S -73.85 0.0 -47.55 0.0 453.90 0.0 0.0 462.32 0.0 -2.70 0.0 -0.8 0.0 -0.10 0.0 0.0

90S -58.19 0.0 57.63 0.0 407.98 0.0 0.0 416.12 0.0 0.17 0.0 0.4 0.0 0.08 0.0 0.0

91S -42.35 0.0 -30.83 0.0 -230.72 0.0 0.0 236.59 0.0 -0.35 0.0 -0.3 0.0 0.51 0.0 0.0

92S -46.55 0.0 20.75 0.0 -183.48 0.0 0.0 190.43 0.0 0.77 0.0 -2.0 0.0 -0.35 0.0 0.0





------------------------------------------------------------------------------------------------------------------

89S -99.51 0.0 -99.21 0.0 734.10 0.0 0.0 747.43 0.0 -1.33 0.0 1.3 0.0 -0.01 0.0 0.0

90S -33.06 0.0 10.38 0.0 193.52 0.0 0.0 196.60 0.0 1.95 0.0 -0.5 0.0 0.37 0.0 0.0

91S -69.90 0.0 -69.64 0.0 -457.57 0.0 0.0 468.09 0.0 -0.20 0.0 0.1 0.0 -0.01 0.0 0.0

92S -3.53 0.0 -19.25 0.0 82.99 0.0 0.0 85.27 0.0 0.83 0.0 -1.6 0.0 -0.36 0.0 0.0





------------------------------------------------------------------------------------------------------------------

89S -92.82 0.0 -92.52 0.0 679.65 0.0 0.0 692.17 0.0 -1.13 0.0 1.1 0.0 -0.00 0.0 0.0

90S -26.37 0.0 3.69 0.0 139.07 0.0 0.0 141.60 0.0 1.75 0.0 -0.7 0.0 0.37 0.0 0.0

91S -76.59 0.0 -76.33 0.0 -512.01 0.0 0.0 523.31 0.0 -0.40 0.0 0.3 0.0 -0.00 0.0 0.0

92S -10.22 0.0 -12.56 0.0 28.55 0.0 0.0 32.82 0.0 1.03 0.0 -1.4 0.0 -0.36 0.0 0.0





------------------------------------------------------------------------------------------------------------------

89S -86.70 0.0 -74.48 0.0 595.28 0.0 0.0 606.16 0.0 -1.99 0.0 0.2 0.0 -0.02 0.0 0.0

90S -19.68 0.0 9.45 0.0 123.48 0.0 0.0 125.40 0.0 0.52 0.0 -0.0 0.0 0.34 0.0 0.0

91S -54.63 0.0 -60.47 0.0 -372.04 0.0 0.0 380.86 0.0 0.28 0.0 0.6 0.0 0.09 0.0 0.0

92S -5.57 0.0 -22.80 0.0 100.96 0.0 0.0 103.65 0.0 0.92 0.0 -2.3 0.0 -0.28 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -15.10 0.0 -12.84 0.0 122.61 0.0 0.0 124.20 0.0 -0.71 0.0 0.4 0.0 0.02 0.0 0.0

90S -11.35 0.0 15.80 0.0 116.11 0.0 0.0 117.73 0.0 0.13 0.0 0.8 0.0 -0.01 0.0 0.0

91S 8.47 0.0 4.85 0.0 51.11 0.0 0.0 52.03 0.0 0.29 0.0 0.2 0.0 -0.00 0.0 0.0

92S 6.31 0.0 -7.81 0.0 57.60 0.0 0.0 58.46 0.0 -0.00 0.0 -0.2 0.0 0.04 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -20.88 0.0 -16.19 0.0 164.41 0.0 0.0 166.52 0.0 -1.14 0.0 0.4 0.0 0.03 0.0 0.0

90S -13.56 0.0 21.43 0.0 147.38 0.0 0.0 149.55 0.0 -0.02 0.0 1.1 0.0 -0.02 0.0 0.0

91S 6.58 0.0 0.83 0.0 22.46 0.0 0.0 23.41 0.0 0.25 0.0 0.6 0.0 0.01 0.0 0.0

92S 3.44 0.0 -6.07 0.0 39.47 0.0 0.0 40.08 0.0 0.14 0.0 -0.3 0.0 0.06 0.0 0.0






-----------------------------------------------------------------------------------------------------------------

89S -22.02 0.0 -16.11 0.0 168.04 0.0 0.0 170.24 0.0 -1.23 0.0 0.3 0.0 0.01 0.0 0.0

90S -13.64 0.0 21.35 0.0 142.43 0.0 0.0 144.67 0.0 -0.13 0.0 1.0 0.0 -0.02 0.0 0.0

91S 6.66 0.0 2.14 0.0 28.79 0.0 0.0 29.63 0.0 0.20 0.0 0.5 0.0 0.03 0.0 0.0

92S 4.58 0.0 -7.38 0.0 54.37 0.0 0.0 55.06 0.0 -0.00 0.0 -0.5 0.0 0.06 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -23.16 0.0 -16.03 0.0 171.67 0.0 0.0 173.97 0.0 -1.31 0.0 0.3 0.0 -0.01 0.0 0.0

90S -13.72 0.0 21.26 0.0 137.47 0.0 0.0 139.78 0.0 -0.24 0.0 0.8 0.0 -0.02 0.0 0.0

91S 6.75 0.0 3.45 0.0 35.13 0.0 0.0 35.94 0.0 0.15 0.0 0.3 0.0 0.05 0.0 0.0

92S 5.71 0.0 -8.68 0.0 69.26 0.0 0.0 70.04 0.0 -0.15 0.0 -0.6 0.0 0.06 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -24.52 0.0 -15.78 0.0 175.73 0.0 0.0 178.13 0.0 -1.43 0.0 0.2 0.0 -0.03 0.0 0.0

90S -13.59 0.0 21.34 0.0 132.10 0.0 0.0 134.50 0.0 -0.38 0.0 0.7 0.0 -0.01 0.0 0.0

91S 6.93 0.0 4.59 0.0 40.94 0.0 0.0 41.78 0.0 0.12 0.0 0.2 0.0 0.07 0.0 0.0

92S 6.75 0.0 -10.15 0.0 84.69 0.0 0.0 85.56 0.0 -0.29 0.0 -0.8 0.0 0.06 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -25.88 0.0 -15.52 0.0 179.86 0.0 0.0 182.37 0.0 -1.56 0.0 0.0 0.0 -0.05 0.0 0.0

90S -13.45 0.0 21.44 0.0 126.65 0.0 0.0 129.15 0.0 -0.53 0.0 0.6 0.0 -0.01 0.0 0.0

91S 7.06 0.0 5.72 0.0 46.32 0.0 0.0 47.20 0.0 0.07 0.0 0.1 0.0 0.09 0.0 0.0

92S 7.85 0.0 -11.63 0.0 100.55 0.0 0.0 101.53 0.0 -0.43 0.0 -1.0 0.0 0.06 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -27.36 0.0 -15.11 0.0 184.17 0.0 0.0 186.80 0.0 -1.70 0.0 -0.1 0.0 -0.09 0.0 0.0

90S -13.19 0.0 21.68 0.0 121.01 0.0 0.0 123.64 0.0 -0.70 0.0 0.5 0.0 -0.01 0.0 0.0

91S 7.17 0.0 6.70 0.0 50.78 0.0 0.0 51.72 0.0 0.03 0.0 0.1 0.0 0.11 0.0 0.0

92S 8.96 0.0 -13.26 0.0 117.33 0.0 0.0 118.41 0.0 -0.57 0.0 -1.2 0.0 0.07 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -18.56 0.0 -19.66 0.0 174.79 0.0 0.0 176.87 0.0 -0.86 0.0 1.0 0.0 -0.05 0.0 0.0

90S -15.61 0.0 16.70 0.0 126.81 0.0 0.0 128.85 0.0 0.21 0.0 0.3 0.0 -0.07 0.0 0.0

91S 6.82 0.0 11.67 0.0 61.81 0.0 0.0 63.27 0.0 -0.50 0.0 -0.2 0.0 0.02 0.0 0.0

92S 15.68 0.0 -8.71 0.0 109.78 0.0 0.0 111.24 0.0 -1.03 0.0 -0.0 0.0 0.06 0.0 0.0






-----------------------------------------------------------------------------------------------------------------

89S -20.77 0.0 -25.47 0.0 207.48 0.0 0.0 210.06 0.0 -0.72 0.0 1.4 0.0 -0.04 0.0 0.0

90S -21.39 0.0 20.23 0.0 170.03 0.0 0.0 172.56 0.0 0.65 0.0 0.4 0.0 -0.08 0.0 0.0

91S 3.95 0.0 9.76 0.0 42.26 0.0 0.0 43.56 0.0 -0.65 0.0 -0.2 0.0 -0.02 0.0 0.0

92S 13.79 0.0 -4.52 0.0 79.71 0.0 0.0 81.02 0.0 -0.97 0.0 0.3 0.0 0.05 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -20.85 0.0 -25.48 0.0 203.30 0.0 0.0 205.95 0.0 -0.62 0.0 1.3 0.0 -0.04 0.0 0.0

90S -22.53 0.0 20.24 0.0 174.44 0.0 0.0 177.05 0.0 0.74 0.0 0.4 0.0 -0.07 0.0 0.0

91S 5.09 0.0 10.97 0.0 56.38 0.0 0.0 57.66 0.0 -0.51 0.0 -0.4 0.0 -0.01 0.0 0.0

92S 13.87 0.0 -5.73 0.0 85.27 0.0 0.0 86.58 0.0 -0.92 0.0 0.2 0.0 0.03 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -20.94 0.0 -25.49 0.0 199.13 0.0 0.0 201.85 0.0 -0.51 0.0 1.2 0.0 -0.04 0.0 0.0

90S -23.68 0.0 20.26 0.0 178.85 0.0 0.0 181.55 0.0 0.83 0.0 0.3 0.0 -0.05 0.0 0.0

91S 6.23 0.0 12.18 0.0 70.50 0.0 0.0 71.81 0.0 -0.37 0.0 -0.5 0.0 -0.01 0.0 0.0

92S 13.96 0.0 -6.94 0.0 90.82 0.0 0.0 92.15 0.0 -0.87 0.0 0.1 0.0 0.02 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -20.81 0.0 -25.74 0.0 195.08 0.0 0.0 197.87 0.0 -0.38 0.0 1.1 0.0 -0.04 0.0 0.0

90S -25.02 0.0 20.16 0.0 184.09 0.0 0.0 186.87 0.0 0.95 0.0 0.2 0.0 -0.03 0.0 0.0

91S 7.28 0.0 13.50 0.0 84.74 0.0 0.0 86.12 0.0 -0.24 0.0 -0.7 0.0 -0.02 0.0 0.0

92S 14.13 0.0 -7.92 0.0 95.30 0.0 0.0 96.67 0.0 -0.82 0.0 0.1 0.0 0.00 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -20.70 0.0 -26.05 0.0 191.31 0.0 0.0 194.18 0.0 -0.24 0.0 1.0 0.0 -0.03 0.0 0.0

90S -26.36 0.0 20.05 0.0 189.56 0.0 0.0 192.43 0.0 1.09 0.0 0.1 0.0 -0.01 0.0 0.0

91S 8.40 0.0 14.83 0.0 99.27 0.0 0.0 100.72 0.0 -0.10 0.0 -0.9 0.0 -0.02 0.0 0.0

92S 14.24 0.0 -8.84 0.0 99.00 0.0 0.0 100.41 0.0 -0.77 0.0 0.0 0.0 -0.01 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -20.49 0.0 -26.55 0.0 187.63 0.0 0.0 190.60 0.0 -0.07 0.0 1.0 0.0 -0.02 0.0 0.0

90S -27.80 0.0 19.82 0.0 195.47 0.0 0.0 198.42 0.0 1.24 0.0 0.1 0.0 0.02 0.0 0.0

91S 9.55 0.0 16.28 0.0 114.44 0.0 0.0 115.99 0.0 0.02 0.0 -1.0 0.0 -0.01 0.0 0.0

92S 14.31 0.0 -9.55 0.0 101.51 0.0 0.0 102.96 0.0 -0.73 0.0 -0.0 0.0 -0.03 0.0 0.0






-----------------------------------------------------------------------------------------------------------------

89S -17.47 0.0 -18.57 0.0 151.28 0.0 0.0 153.42 0.0 -0.48 0.0 0.6 0.0 0.01 0.0 0.0

90S -18.00 0.0 18.47 0.0 155.85 0.0 0.0 157.97 0.0 0.60 0.0 0.7 0.0 -0.00 0.0 0.0

91S 18.11 0.0 17.04 0.0 144.00 0.0 0.0 146.13 0.0 0.53 0.0 -0.4 0.0 -0.02 0.0 0.0

92S 17.37 0.0 -16.94 0.0 138.20 0.0 0.0 140.31 0.0 -0.42 0.0 -0.4 0.0 0.02 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -17.89 0.0 -18.57 0.0 154.68 0.0 0.0 156.81 0.0 -0.56 0.0 0.7 0.0 0.01 0.0 0.0

90S -17.59 0.0 18.47 0.0 152.46 0.0 0.0 154.58 0.0 0.52 0.0 0.7 0.0 -0.01 0.0 0.0

91S 17.69 0.0 17.04 0.0 140.61 0.0 0.0 142.74 0.0 0.45 0.0 -0.4 0.0 -0.01 0.0 0.0

92S 17.78 0.0 -16.94 0.0 141.59 0.0 0.0 143.70 0.0 -0.49 0.0 -0.4 0.0 0.02 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 0.5 0.0 -0.00 0.0 0.0

90S -18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 0.5 0.0 0.01 0.0 0.0

91S 18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 -0.5 0.0 -0.01 0.0 0.0

92S 17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 -0.5 0.0 0.00 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 0.5 0.0 -0.00 0.0 0.0

90S -18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 0.5 0.0 0.01 0.0 0.0

91S 18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 -0.5 0.0 -0.01 0.0 0.0

92S 17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 -0.5 0.0 0.00 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 0.5 0.0 -0.00 0.0 0.0

90S -18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 0.5 0.0 0.01 0.0 0.0

91S 18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 -0.5 0.0 -0.01 0.0 0.0

92S 17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 -0.5 0.0 0.00 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -17.87 0.0 -18.13 0.0 148.40 0.0 0.0 150.56 0.0 -0.47 0.0 0.5 0.0 -0.00 0.0 0.0

90S -18.35 0.0 18.13 0.0 152.31 0.0 0.0 154.47 0.0 0.56 0.0 0.5 0.0 0.01 0.0 0.0

91S 18.35 0.0 18.13 0.0 152.31 0.0 0.0 154.47 0.0 0.56 0.0 -0.5 0.0 -0.01 0.0 0.0

92S 17.87 0.0 -18.13 0.0 148.40 0.0 0.0 150.56 0.0 -0.47 0.0 -0.5 0.0 0.00 0.0 0.0






-----------------------------------------------------------------------------------------------------------------

89S -17.85 0.0 -18.13 0.0 148.24 0.0 0.0 150.41 0.0 -0.47 0.0 0.5 0.0 -0.00 0.0 0.0

90S -18.37 0.0 18.13 0.0 152.46 0.0 0.0 154.63 0.0 0.57 0.0 0.5 0.0 0.01 0.0 0.0

91S 18.37 0.0 18.13 0.0 152.46 0.0 0.0 154.63 0.0 0.57 0.0 -0.5 0.0 -0.01 0.0 0.0

92S 17.85 0.0 -18.13 0.0 148.24 0.0 0.0 150.41 0.0 -0.47 0.0 -0.5 0.0 0.00 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -17.82 0.0 -18.13 0.0 147.99 0.0 0.0 150.15 0.0 -0.46 0.0 0.5 0.0 -0.00 0.0 0.0

90S -18.40 0.0 18.13 0.0 152.72 0.0 0.0 154.88 0.0 0.57 0.0 0.5 0.0 0.01 0.0 0.0

91S 18.40 0.0 18.13 0.0 152.72 0.0 0.0 154.88 0.0 0.57 0.0 -0.5 0.0 -0.01 0.0 0.0

92S 17.82 0.0 -18.13 0.0 147.99 0.0 0.0 150.15 0.0 -0.46 0.0 -0.5 0.0 0.00 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0

90S -17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 0.5 0.0 -0.00 0.0 0.0

91S 17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 -0.5 0.0 0.00 0.0 0.0

92S 18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0

90S -17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 0.5 0.0 -0.00 0.0 0.0

91S 17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 -0.5 0.0 0.00 0.0 0.0

92S 18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0

90S -17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 0.5 0.0 -0.00 0.0 0.0

91S 17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 -0.5 0.0 0.00 0.0 0.0

92S 18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -18.54 0.0 -18.13 0.0 153.91 0.0 0.0 156.07 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0

90S -17.67 0.0 18.13 0.0 146.80 0.0 0.0 148.96 0.0 0.44 0.0 0.5 0.0 -0.00 0.0 0.0

91S 17.67 0.0 18.13 0.0 146.80 0.0 0.0 148.96 0.0 0.44 0.0 -0.5 0.0 0.00 0.0 0.0

92S 18.54 0.0 -18.13 0.0 153.91 0.0 0.0 156.07 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0






-----------------------------------------------------------------------------------------------------------------

89S -18.56 0.0 -18.13 0.0 154.06 0.0 0.0 156.23 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0

90S -17.65 0.0 18.13 0.0 146.64 0.0 0.0 148.81 0.0 0.43 0.0 0.5 0.0 -0.00 0.0 0.0

91S 17.65 0.0 18.13 0.0 146.64 0.0 0.0 148.81 0.0 0.43 0.0 -0.5 0.0 0.00 0.0 0.0

92S 18.56 0.0 -18.13 0.0 154.06 0.0 0.0 156.23 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0





-----------------------------------------------------------------------------------------------------------------

89S -18.59 0.0 -18.13 0.0 154.31 0.0 0.0 156.48 0.0 -0.61 0.0 0.5 0.0 -0.02 0.0 0.0

90S -17.62 0.0 18.13 0.0 146.39 0.0 0.0 148.55 0.0 0.43 0.0 0.5 0.0 -0.00 0.0 0.0

91S 17.62 0.0 18.13 0.0 146.39 0.0 0.0 148.55 0.0 0.43 0.0 -0.5 0.0 0.00 0.0 0.0

92S 18.59 0.0 -18.13 0.0 154.31 0.0 0.0 156.48 0.0 -0.61 0.0 -0.5 0.0 0.02 0.0 0.0

*** Peso de la estructura (N):

Weight of Angles*Section DLF: 240583.7

Total: 240583.7

*** End of Report


5. VERIFICACION DE LOS MIEMBROS NOTAS: AREA NETA: A area seccion – 2 perforaciones B area seccion – 1 perforacion RADIO DE GIRO: A minimo B medio D por doble angular juntados


Sección Long. De Diseño Capacidad Capacidad a TornillosB B t Total L a la Tensión la compresión Secc

Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgW1 5,399 4D 4,235 4A 1 65 65 6 H 7.53 A 6.53 559 189 5 20,568 5,086 1 2 16.0 12,644 13,216W2 3,827 4A 5,018 4D 1 65 65 6 H 7.53 A 6.53 594 156 5 20,568 6,991 1 2 16.0 12,644 13,216CF1 7,904 4A 8,608 12B 1 75 75 6 H 8.75 A 7.75 461 104 3 24,409 13,984 1 3 16.0 18,967 19,823CF2 7,504 4A 16,322 7I 1 80 80 6 H 9.35 A 8.35 150 94 3 26,297 16,504 1 3 16.0 18,967 19,823

CF11 6,795 7B 3,524 4A 1 75 75 5 H 7.36 A 6.53 499 145 5 20,556 7,655 1 2 16.0 12,644 11,013CF21 9,516 12I 0 0 1 60 60 5 H 5.82 A 4.99 489 278 5 15,708 2,025 1 2 16.0 12,644 11,013CF3 6,220 4 12 10D 2 45 45 4 H 6.98 A 6.32 200 147 4 19,882 6,495 2 1 16.0 12,644 8,810

CF11L 3,113 4A 2,740 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CF12L 2,729 4 3,162 4A 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CF13L 3,182 4A 2,673 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,397 1 1 16.0 6,322 4,405CE1 7,880 4D 9,569 4D 1 75 75 6 H 8.75 A 7.75 461 104 3 24,409 13,984 1 3 16.0 18,967 19,823CE2 7,535 4A 16,274 7L 1 80 80 6 H 9.35 A 8.35 150 94 3 26,297 16,504 1 3 16.0 18,967 19,823

CE11 6,878 7C 3,945 4A 1 75 75 5 H 7.36 A 6.53 499 145 5 20,556 7,655 1 2 16.0 12,644 11,013CE21 9,516 12L 0 0 1 60 60 5 H 5.82 A 4.99 489 278 5 15,708 2,025 1 2 16.0 12,644 11,013CE3 6,254 4 10 12I 2 45 45 4 H 6.98 A 6.32 200 147 4 19,882 6,495 2 1 16.0 12,644 8,810

CE11L 3,053 4A 2,799 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CE12L 2,778 4 3,112 4A 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CE13L 3,137 4A 2,716 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,397 1 1 16.0 6,322 4,405CD1 8,785 4D 10,473 4D 1 75 75 6 H 8.75 A 7.75 461 104 3 24,409 13,984 1 3 16.0 18,967 19,823CD2 7,512 4A 16,288 7M 1 80 80 6 H 9.35 A 8.35 150 94 3 26,297 16,504 1 3 16.0 18,967 19,823CD11 6,993 7D 4,357 4A 1 75 75 5 H 7.36 A 6.53 499 145 5 20,556 7,655 1 2 16.0 12,644 11,013CD21 9,520 12M 0 0 1 60 60 5 H 5.82 A 4.99 489 278 5 15,708 2,025 1 2 16.0 12,644 11,013CD3 6,234 4 10 10D 2 45 45 4 H 6.98 A 6.32 200 147 4 19,882 6,495 2 1 16.0 12,644 8,810

CD11L 3,068 4A 2,770 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CD12L 2,754 4 3,145 4A 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CD13L 3,166 4A 2,690 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,397 1 1 16.0 6,322 4,405CC1 8,999 4D 10,792 4D 1 75 75 6 H 8.75 A 7.75 470 106 3 24,409 13,746 1 3 16.0 18,967 19,823CC2 6,753 4A 15,861 7N 1 80 80 6 H 9.35 A 8.35 150 95 3 26,297 16,209 1 3 16.0 18,967 19,823CC11 6,430 7E 2,691 4A 1 65 65 5 H 6.31 A 5.48 513 173 5 17,250 4,949 1 2 16.0 12,644 11,013CC21 9,771 12N 0 0 1 60 60 5 H 5.82 A 4.99 499 284 5 15,708 1,953 1 2 16.0 12,644 11,013CC3 6,407 4A 80 2D 2 45 45 4 H 6.98 A 6.32 267 196 4 19,882 3,644 2 1 16.0 12,644 8,810

CC11L 3,502 4 3,519 4A 1 65 65 4 H 5.13 A 4.47 201 157 4 14,058 4,201 1 1 16.0 6,322 4,405CC12L 3,532 4A 3,536 4 1 65 65 4 H 5.13 A 4.47 402 157 4 14,058 4,192 1 1 16.0 6,322 4,405

CB1 6,650 4D 8,486 4D 1 75 75 6 H 8.75 A 7.75 480 109 3 24,409 13,469 1 3 16.0 18,967 19,823CB2 5,126 4A 15,114 7O 1 80 80 6 H 9.35 A 8.35 150 95 3 26,297 16,219 1 3 16.0 18,967 19,823

CB11 6,266 7F 1,982 4A 1 65 65 5 H 6.31 A 5.48 522 176 5 17,250 4,814 1 2 16.0 12,644 11,013CB21 9,798 12O 0 0 1 60 60 5 H 5.82 A 4.99 498 284 5 15,708 1,955 1 2 16.0 12,644 11,013CB3 6,451 4A 114 5D 2 60 60 4 H 9.42 A 8.76 333 182 4 27,563 5,725 2 1 16.0 12,644 8,810

CB11L 3,187 4 3,124 4A 1 65 65 5 H 6.31 A 5.48 224 175 4 17,250 4,144 1 1 16.0 6,322 5,506CB12L 3,105 4A 3,215 4 1 65 65 5 H 6.31 A 5.48 448 175 4 17,250 4,140 1 1 16.0 6,322 5,506CA1 5,474 4D 7,516 4D 1 75 75 6 H 8.75 A 7.75 511 116 3 24,409 12,677 1 3 16.0 18,967 19,823CA2 4,179 4A 15,199 7P 1 80 80 6 H 9.35 A 8.35 157 100 3 26,297 15,594 1 3 16.0 18,967 19,823

CA11 6,511 7G 2,779 4A 1 65 65 5 H 6.31 A 5.48 551 185 5 17,250 4,410 1 2 16.0 12,644 11,013CA21 10,222 7P 0 0 1 60 60 5 H 5.82 A 4.99 517 294 5 15,708 1,832 1 2 16.0 12,644 11,013CA3 6,540 4A 216 5D 2 75 75 5 H 14.72 A 13.89 400 175 4 43,724 9,709 2 1 16.0 12,644 11,013

Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo SecciónTensión Compresión Neta AplastamientoCortanteφCant.ASCEMaterial L/r



Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgCA11L 3,101 4 2,854 5A 1 65 65 5 H 6.31 A 5.48 254 198 4 17,250 3,226 1 1 16.0 6,322 5,506CA12L 2,875 5A 3,152 4 1 65 65 5 H 6.31 A 5.48 508 199 4 17,250 3,222 1 1 16.0 6,322 5,506

B1A 191,550 4A 209,151 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B2A 192,554 4A 209,243 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B2B 192,935 4A 208,872 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B3A 197,077 4A 212,387 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B3B 193,280 4A 206,743 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B4A 193,883 4A 206,813 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B4B 188,754 4A 199,893 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695F1A 173,473 4A 183,935 4 2 180 180 19 H 65.38 B 57.54 191 35 1 201,190 216,784 2 12 20.0 220,259 314,695F2A 173,896 4A 184,197 4 2 180 180 19 H 65.38 B 57.54 201 36 1 201,190 215,500 2 12 20.0 220,259 314,695F2B 153,473 4A 162,480 4 2 180 180 19 H 65.38 B 57.54 201 57 1 201,190 196,392 2 10 20.0 183,549 262,246F3A 141,094 4A 149,632 4 2 180 180 19 H 65.38 B 57.54 191 35 1 201,190 216,784 2 10 20.0 183,549 262,246F4A 141,481 4A 149,680 4 2 180 180 19 H 65.38 B 57.54 201 36 1 201,190 215,500 2 10 20.0 183,549 262,246F4B 123,007 4A 129,512 4 2 180 180 19 H 65.38 B 57.54 201 57 1 201,190 196,392 2 8 20.0 146,839 209,796F5A 114,054 4A 121,157 4 2 152 152 16 H 45.87 B 39.27 191 41 1 137,532 148,823 2 8 20.0 146,839 174,830F6A 110,067 4A 116,451 4 2 152 152 16 H 45.87 B 39.27 201 43 1 137,532 147,568 2 8 20.0 146,839 174,830F6B 98,940 4A 102,795 4 2 152 152 16 H 45.87 B 39.27 201 67 1 137,532 128,834 2 6 20.0 110,129 131,123F7A 78,256 4A 82,237 4 2 127 127 13 H 30.65 B 25.29 190 49 1 88,879 96,203 2 6 20.0 110,129 104,898F8A 67,110 4A 72,528 4 2 127 127 13 H 30.65 B 25.29 200 51 1 88,879 95,014 2 6 20.0 110,129 104,898F8B 51,328 4A 53,266 4 2 127 127 13 H 30.65 B 25.29 200 80 1 88,879 77,150 2 4 20.0 73,420 69,932F9A 32,582 4A 34,370 4 1 100 100 7 H 13.70 B 10.81 190 62 1 37,818 39,456 2 4 20.0 73,420 38,545F10A 26,053 4A 29,511 4 1 100 100 7 H 13.70 B 10.81 200 51 1 37,818 42,046 2 4 20.0 73,420 38,545F10B 16,816 4A 17,881 1D 1 100 100 7 H 13.70 B 11.38 200 102 1 39,789 26,385 2 4 16.0 50,578 30,836F11A 8,220 1D 10,023 1D 1 75 75 6 H 8.75 B 6.76 190 83 1 23,637 21,369 2 4 16.0 50,578 26,431F12A 4,701 1A 5,864 4 1 75 75 6 H 8.75 B 6.76 190 129 6 23,637 11,146 2 4 16.0 50,578 26,431F13A 1,448 1D 1,524 1D 1 75 75 6 H 8.75 A 7.75 200 136 6 27,121 10,439 1 2 16.0 12,644 13,216

CR17T 4,016 4 3,112 4A 1 65 65 4 H 5.13 A 4.47 200 156 4 14,058 4,228 1 1 16.0 6,322 4,405CR17L 163 1A 627 7A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR17 613 7H 67 12A 1 45 45 4 H 3.49 A 2.83 283 163 4 8,896 2,658 1 1 16.0 6,322 4,405

CR16T 2,030 4A 3,025 4 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR16L 1,039 7A 549 1A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR16 397 4D 768 12H 1 45 45 4 H 3.49 A 2.83 283 163 4 8,896 2,658 1 1 16.0 6,322 4,405

CR15T 5,618 7I 331 4A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 2 16.0 12,644 8,810CR15L 1,391 1A 1,351 1D 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR14T 7,003 4A 8,537 7I 1 80 80 6 H 9.35 A 8.35 200 127 4 26,297 11,594 1 2 16.0 12,644 13,216CR14L 1,619 12B 803 1D 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR14 2,611 4D 2,687 7I 1 50 50 4 H 3.89 A 3.23 283 144 4 10,155 3,759 1 1 16.0 6,322 4,405

CR13T 5,465 12L 1,624 4A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 2 16.0 12,644 8,810CR13L 3,764 1A 3,648 1A 1 65 65 4 H 5.13 A 4.47 200 156 4 14,058 4,228 1 1 16.0 6,322 4,405CR12T 4,318 4A 7,829 7L 1 75 75 6 H 8.75 A 7.75 200 136 4 24,409 9,512 1 2 16.0 12,644 13,216CR12L 3,228 1 2,728 1A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR12 2,822 4D 2,778 4D 1 50 50 4 H 3.89 A 3.23 283 144 4 10,155 3,759 1 1 16.0 6,322 4,405

CR11T 4,853 12M 2,329 4A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 2 16.0 12,644 8,810CR11L 6,170 1A 5,978 1A 1 75 75 5 H 7.36 A 6.53 200 135 4 20,556 8,110 1 2 16.0 12,644 11,013

Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo SecciónTensión Compresión NetaMaterial ASCEL/r Cant. φ Cortante Aplastamiento



Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgCR10T 5,830 4A 7,601 7M 1 75 75 6 H 8.75 A 7.75 200 136 4 24,409 9,512 1 2 16.0 12,644 13,216CR10L 1,777 1 1,506 1A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR10 2,662 4D 2,732 4D 1 50 50 4 H 3.89 A 3.23 283 144 4 10,155 3,759 1 1 16.0 6,322 4,405CR9T 8,807 4D 8,171 4D 1 75 75 5 H 7.36 A 6.53 123 83 3 20,556 14,112 1 2 16.0 12,644 11,013CR9L 8,869 4D 9,544 4D 1 75 75 5 H 7.36 A 6.53 123 83 3 20,556 14,112 1 2 16.0 12,644 11,013CR8T 15,707 4D 15,547 7N 1 80 80 6 H 9.35 A 8.35 133 85 3 26,297 17,784 1 3 16.0 18,967 19,823CR8L 11,733 4D 10,583 4D 1 75 75 5 H 7.36 A 6.53 133 90 3 20,556 13,339 1 3 16.0 18,967 16,519CR8 1,914 4D 1,908 4D 1 50 50 4 H 3.89 A 3.23 189 192 4 10,155 2,114 1 1 16.0 6,322 4,405

CR7T 7,726 12O 687 4A 1 60 60 4 H 4.71 A 4.05 156 132 4 12,736 5,428 1 3 16.0 18,967 13,216CR7L 1,311 4A 1,768 12F 1 60 60 4 H 4.71 A 4.05 156 132 4 12,736 5,428 1 1 16.0 6,322 4,405CR6T 13,658 4D 14,939 7O 1 75 75 6 H 8.75 A 7.75 167 73 3 24,409 18,208 1 3 16.0 18,967 19,823CR6L 13,485 4D 10,897 4D 1 75 75 5 H 7.36 A 6.53 167 73 3 20,556 15,139 1 3 16.0 18,967 16,519CR6 2,036 4D 2,034 4D 1 45 45 4 H 3.49 A 2.83 236 173 4 8,896 2,338 1 1 16.0 6,322 4,405

CR5T 8,501 7P 1,607 4A 1 65 65 5 H 6.31 A 5.48 189 148 4 17,250 5,808 1 2 16.0 12,644 11,013CR5L 2,317 1A 2,185 1A 1 65 65 4 H 5.13 A 4.47 189 148 4 14,058 4,722 1 1 16.0 6,322 4,405CR4T 16,675 4D 19,948 4D 1 90 90 6 H 10.60 A 9.60 200 72 3 30,232 21,762 1 4 16.0 25,289 26,431CR4L 12,771 4D 11,088 4D 1 75 75 5 H 7.36 A 6.53 200 87 3 20,556 13,636 1 3 16.0 18,967 16,519CR4 2,297 4D 2,218 4D 1 50 50 4 H 3.89 A 3.23 283 182 4 10,155 2,354 1 1 16.0 6,322 4,405

CR3T 1,625 4 1,899 4A 1 75 75 5 H 7.36 A 6.53 274 185 4 20,556 4,337 1 1 16.0 6,322 5,506CR3L 1,594 1 1,556 1A 1 75 75 5 H 7.36 A 6.53 274 185 4 20,556 4,337 1 1 16.0 6,322 5,506CR2T 1,373 4 1,332 4A 1 65 65 5 H 6.31 A 5.48 347 175 4 17,250 4,134 1 1 16.0 6,322 5,506CR2L 1,564 1 1,361 1A 1 65 65 5 H 6.31 A 5.48 347 175 4 17,250 4,134 1 1 16.0 6,322 5,506CR1T 1,521 4 1,358 4A 1 65 65 4 H 5.13 A 4.47 210 164 4 14,058 3,826 1 1 16.0 6,322 4,405CR1L 1,624 1 1,310 1A 1 65 65 4 H 5.13 A 4.47 210 164 4 14,058 3,826 1 1 16.0 6,322 4,405EC1T 5,435 4D 5,722 4D 1 75 75 6 H 8.75 A 7.75 229 156 4 24,409 7,279 1 1 16.0 6,322 6,608EC1L 4,795 5D 6,601 4D 1 75 75 6 H 8.75 A 7.75 229 156 4 24,409 7,279 1 1 16.0 9,177 8,260E11T 986 4 1,299 4A 1 60 60 4 H 4.71 A 4.05 347 190 4 12,736 2,635 1 1 16.0 6,322 4,405E11L 1,048 1 1,040 5A 1 60 60 4 H 4.71 A 4.05 347 190 4 12,736 2,635 1 1 16.0 6,322 4,405E12T 3,311 4D 2,469 5D 1 90 90 7 H 12.20 A 11.04 433 158 4 34,746 9,895 1 2 16.0 12,644 15,418E12L 3,363 4D 2,515 5D 1 90 90 7 H 12.20 A 11.04 433 158 4 34,746 9,895 1 2 16.0 12,644 15,418E13T 14,540 4D 14,639 4D 2 75 75 6 H 17.50 A 16.50 336 140 4 51,952 17,959 2 2 16.0 25,289 26,431E13L 13,634 5D 13,763 5D 2 75 75 6 H 17.50 A 16.50 336 140 4 51,952 17,959 2 2 16.0 25,289 26,431B11T 7,656 4D 7,414 5D 1 100 100 7 H 13.70 A 12.54 548 179 4 39,468 8,593 1 2 16.0 12,644 15,418B11L 6,954 4D 7,377 5D 1 100 100 7 H 13.70 A 12.54 548 179 4 39,468 8,593 1 2 16.0 12,644 15,418B21T 9,044 4D 9,492 5D 1 100 100 7 H 13.70 A 12.54 489 160 4 39,468 10,818 1 2 16.0 12,644 15,418B21L 9,225 4D 7,557 5D 1 100 100 7 H 13.70 A 12.54 489 160 4 39,468 10,818 1 2 16.0 12,644 15,418B22T 9,492 5D 9,732 4D 1 100 100 7 H 13.70 A 12.54 489 160 4 39,468 10,818 1 2 16.0 12,644 15,418B22L 8,603 4D 9,789 4D 1 100 100 7 H 13.70 A 12.54 489 160 4 39,468 10,818 1 2 16.0 12,644 15,418B31T 10,670 4D 11,382 4D 1 100 100 7 H 13.70 A 12.54 433 142 4 39,468 13,760 1 2 16.0 12,644 15,418B31L 11,203 4D 10,339 4D 1 100 100 7 H 13.70 A 12.54 433 142 4 39,468 13,760 1 2 16.0 12,644 15,418B32T 12,480 4D 13,645 4D 1 100 100 7 H 13.70 A 12.54 433 142 4 39,468 13,760 1 3 16.0 18,967 23,127B32L 12,543 4D 12,211 4D 1 100 100 7 H 13.70 A 12.54 433 142 4 39,468 13,760 1 3 16.0 18,967 23,127B41T 14,481 4D 16,176 4D 1 100 100 7 H 13.70 A 12.54 384 125 4 39,468 17,513 1 3 16.0 18,967 23,127B41L 15,204 4D 14,833 4D 1 100 100 7 H 13.70 A 12.54 384 125 4 39,468 17,513 1 3 16.0 18,967 23,127B42T 18,980 4D 19,306 4D 2 102 102 10 H 18.45 A 16.79 384 123 4 53,101 24,519 1 4 16.0 25,289 41,959

φ Cortante AplastamientoTensión Compresión NetaSección

L/r ASCE Cant.Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo Material



Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgB42L 19,019 4D 19,136 4D 2 102 102 10 H 18.45 A 16.79 384 123 4 53,101 24,519 1 4 16.0 25,289 41,959F11T 17,433 4D 13,614 4D 1 90 90 6 H 10.60 A 9.60 276 98 3 30,232 17,943 1 3 16.0 18,967 19,823F11L 15301 4D 17808 4D 1 90 90 6 H 10.6 A 9.60 276 98 3 30232 17,943 1 3 16 18967 19823F21T 18061 4D 14443 4D 1 90 90 7 H 12.2 A 11.04 268 97 3 34746 20,770 1 3 16 18967 23127F21L 17376 4D 19574 4D 1 100 100 7 H 13.7 A 12.54 268 88 3 39468 25,445 1 4 16 25289 30836F22T 17665 4D 17741 4D 1 90 90 7 H 12.2 A 11.04 268 97 3 34746 20,770 1 3 16 18967 23127F22L 20479 4D 20564 4D 1 100 100 7 H 13.7 A 12.54 268 88 3 39468 25,445 1 4 16 25289 30836F31T 17178 4D 13852 4D 1 80 80 7 H 10.8 A 9.64 253 104 3 30339 17,376 1 3 16 18967 23127F31L 15316 4D 17310 4D 1 80 80 7 H 10.8 A 9.64 253 104 3 30339 17,376 1 3 16 18967 23127F41T 18155 4D 14982 4D 1 90 90 7 H 12.2 A 11.04 247 90 3 34746 22,259 1 4 16 25289 30836F41L 17410 4D 19176 4D 1 90 90 7 H 12.2 A 11.04 247 90 3 34746 22,259 1 4 16 25289 30836F42T 18989 4D 19011 4D 1 90 90 7 H 12.2 A 11.04 247 90 3 34746 22,259 1 4 16 25289 30836F42L 21326 4D 21412 4D 1 90 90 7 H 12.2 A 11.04 247 90 3 34746 22,259 1 4 16 25289 30836F51T 14821 4D 14768 4D 1 80 80 6 H 9.35 A 8.35 232 95 3 26297 16,246 1 3 16 18967 19823F51L 15994 4D 16094 4D 1 90 90 6 H 10.6 A 9.60 232 84 3 30232 20,069 1 3 16 18967 19823F61T 11624 4D 12452 4D 1 80 80 6 H 9.35 A 8.35 308 98 3 26297 15,825 1 3 16 18967 19823F61L 13,348 4D 13,696 4D 1 90 90 6 H 10.60 A 9.60 308 87 3 30,232 19,723 1 3 16.0 18,967 19,823F62T 14,472 4D 12,970 4D 1 80 80 6 H 9.35 A 8.35 291 93 3 26,297 16,626 1 3 16.0 18,967 19,823F62L 15,537 4D 15,567 4D 1 90 90 6 H 10.60 A 9.60 291 82 3 30,232 20,424 1 3 16.0 18,967 19,823F71T 17,106 4D 10,406 1 1 75 75 5 H 7.36 A 6.53 276 93 3 20,556 13,000 1 4 16.0 25,289 22,026F71L 11,727 4D 17,332 4D 1 80 80 7 H 10.80 A 9.64 276 88 3 30,339 20,046 1 3 16.0 18,967 23,127F81T 11,526 4D 11,436 4D 1 75 75 6 H 8.75 A 7.75 283 96 3 24,409 15,067 1 2 16.0 12,644 13,216F81L 14,208 4D 14,882 4D 1 80 80 6 H 9.35 A 8.35 283 90 3 26,297 17,024 1 3 16.0 18,967 19,823F82T 11,314 4D 11,330 4D 1 75 75 6 H 8.75 A 7.75 283 96 3 24,409 15,067 1 2 16.0 12,644 13,216F82L 14,823 4D 14,244 4D 1 80 80 6 H 9.35 A 8.35 283 90 3 26,297 17,024 1 3 16.0 18,967 19,823F91T 11,902 4D 7,871 7I 1 65 65 5 H 6.31 A 5.48 276 108 3 17,250 9,791 1 3 16.0 18,967 16,519F91L 6,897 4D 10,848 4D 1 75 75 5 H 7.36 A 6.53 276 93 3 20,556 13,000 1 2 16.0 12,644 11,013

F101T 6,882 7I 6,241 1A 1 65 65 4 H 5.13 A 4.47 283 110 3 14,058 7,773 1 2 16.0 12,644 8,810F101L 8,276 4D 8,656 4D 1 65 65 5 H 6.31 A 5.48 283 110 3 17,250 9,561 1 2 16.0 12,644 11,013F102T 6,073 1A 6,905 7I 1 65 65 4 H 5.13 A 4.47 283 110 3 14,058 7,773 1 2 16.0 12,644 8,810F102L 8,623 4D 8,288 4D 1 65 65 5 H 6.31 A 5.48 283 110 3 17,250 9,561 1 2 16.0 12,644 11,013F111T 5,280 4D 4,000 7B 1 60 60 4 H 4.71 A 4.05 276 117 3 12,736 6,756 1 2 16.0 12,644 8,810F111L 2,921 4A 4,240 4D 1 60 60 4 H 4.71 A 4.05 276 117 3 12,736 6,756 1 1 16.0 6,322 4,405F121T 2,566 1 2,877 7H 1 50 50 4 H 3.89 A 3.23 276 141 4 10,155 3,952 1 1 16.0 6,322 4,405F121L 2,263 4D 2,668 4D 1 50 50 4 H 3.89 A 3.23 276 141 4 10,155 3,952 1 1 16.0 6,322 4,405F131T 2,851 7A 2,437 1 1 45 45 4 H 3.49 A 2.83 283 163 4 8,896 2,658 1 1 16.0 6,322 4,405F131L 1,144 4D 1,158 4A 1 45 45 4 H 3.49 A 2.83 283 163 4 8,896 2,658 1 1 16.0 6,322 4,405

E1 193,014 4A 212,824 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695E2 191,932 4A 210,087 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695

E21T 781 4D 783 4D 1 60 60 4 H 4.71 A 4.05 321 176 4 12,736 3,076 1 1 16.0 6,322 4,405E21L 754 4D 971 5D 1 60 60 4 H 4.71 A 4.05 321 176 4 12,736 3,076 1 1 16.0 6,322 4,405E22T 3,352 4D 3,061 4D 1 90 90 7 H 12.20 A 11.04 415 151 4 34,746 10,777 1 2 16.0 12,644 15,418E22L 3,802 4D 3,006 4D 1 90 90 7 H 12.20 A 11.04 415 151 4 34,746 10,777 1 2 16.0 12,644 15,418E23T 17,194 4D 15,290 5D 2 75 75 6 H 17.50 A 16.50 331 138 4 51,952 18,465 2 2 16.0 25,289 26,431E23L 15,539 4D 15,747 5D 2 75 75 6 H 17.50 A 16.50 331 138 4 51,952 18,465 2 2 16.0 25,289 26,431

Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo Material φ Cortante AplastamientoTensión Compresión NetaSección

L/r ASCE Cant.



Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgEC2T 2,412 4D 2,359 5D 1 65 65 4 H 5.13 A 4.47 210 164 4 14,058 3,826 1 1 16.0 6,322 4,405EC2L 1,876 4D 2,328 4D 1 65 65 4 H 5.13 A 4.47 210 164 4 14,058 3,826 1 1 16.0 6,322 4,405

E3 193,438 4A 211,339 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695E31T 1,210 4D 1,458 4A 1 60 60 4 H 4.71 A 4.05 295 161 4 12,736 3,637 1 1 16.0 6,322 4,405E31L 1,259 1 1,193 1A 1 60 60 4 H 4.71 A 4.05 295 161 4 12,736 3,637 1 1 16.0 6,322 4,405E32T 4,053 4D 3,426 5D 1 90 90 7 H 12.20 A 11.04 398 145 4 34,746 11,732 1 2 16.0 12,644 15,418E32L 4,358 4D 3,127 5D 1 90 90 7 H 12.20 A 11.04 398 145 4 34,746 11,732 1 2 16.0 12,644 15,418E33T 17,634 4D 17,705 4D 2 75 75 6 H 17.50 A 16.50 327 136 4 51,952 18,957 2 2 16.0 25,289 26,431E33L 16,738 4D 16,828 4D 2 75 75 6 H 17.50 A 16.50 327 136 4 51,952 18,957 2 2 16.0 25,289 26,431EC3T 6,756 4D 6,778 5D 1 70 70 6 H 8.13 A 6.89 192 140 4 21,697 8,340 1 1 20.0 9,177 8,260EC3L 6723 4D 6957 4D 1 70 70 6 H 8.13 A 6.89 192 140 4 21697 8,340 1 1 20 9177 8260

E4 193569 4A 210135 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229766 241,140 2 12 20 220259 314695E41T 1068 4D 963 4D 1 60 60 4 H 4.71 A 4.05 270 147 4 12736 4,367 1 1 16 6322 4405E41L 1019 4D 1229 5D 1 60 60 4 H 4.71 A 4.05 270 147 4 12736 4,367 1 1 16 6322 4405E42T 4344 4D 3800 5D 1 90 90 7 H 12.2 A 11.04 382 139 4 34746 12,754 1 2 16 12644 15418E42L 5216 4D 4380 4D 1 90 90 7 H 12.2 A 11.04 382 139 4 34746 12,754 1 2 16 12644 15418E43T 21158 4D 19099 5D 2 75 75 6 H 17.5 A 16.50 323 135 4 51952 19,433 2 2 16 25289 26431E43L 20075 4D 19003 5D 2 75 75 6 H 17.5 A 16.50 323 135 4 51952 19,433 2 2 16 25289 26431EC4T 2666 4D 1635 4A 1 65 65 5 H 6.31 A 5.48 347 175 4 17250 4,134 1 2 16 12644 11013EC4L 2237 4D 1736 1A 1 65 65 5 H 6.31 A 5.48 347 175 4 17250 4,134 1 2 16 12644 11013

L1 196467 4A 212954 4 2 203 203 19 H 73.55 B 65.71 507 32 1 229766 246,063 2 12 20 220259 314695L8 180393 4A 200024 4 2 203 203 19 H 73.55 B 65.71 913 33 1 229766 245,390 2 12 20 220259 314695L9 180197 4A 199969 4 2 203 203 19 H 73.55 B 65.71 1,015 36 1 229766 242,608 2 12 20 220259 314695

L10 180032 4A 199920 4 2 203 203 19 H 73.55 B 65.71 1,116 35 1 229766 243,713 2 12 20 220259 314695L11 185,306 4A 203,171 4 2 203 203 19 H 73.55 B 65.71 1,218 34 1 229,766 244,547 2 12 20.0 220,259 314,695

L11T 14,184 4D 13,692 5D 1 80 80 6 H 9.35 A 8.35 648 103 3 26,297 15,101 1 3 16.0 18,967 19,823L81T 17,331 4D 15,477 5D 1 80 80 6 H 9.35 A 8.35 983 90 3 26,297 17,104 1 3 16.0 18,967 19,823L91T 18,876 4D 16,861 5D 1 80 80 8 H 12.30 A 10.97 1,081 99 3 34,538 20,624 1 4 16.0 25,289 35,241

L101T 20,195 4D 18,013 5D 1 80 80 8 H 12.30 A 10.97 1,180 95 3 34,538 21,513 1 4 16.0 25,289 35,241L111T 21,828 4D 19,120 5D 1 80 80 8 H 12.30 A 10.97 1,279 91 3 34,538 22,217 1 4 16.0 25,289 35,241L11L 14,405 4D 13,427 4D 1 80 80 6 H 9.35 A 8.35 648 103 3 26,297 15,101 1 3 16.0 18,967 19,823L81L 16,083 4D 15,625 5D 1 80 80 6 H 9.35 A 8.35 983 90 3 26,297 17,104 1 3 16.0 18,967 19,823L91L 17,480 4D 16,983 5D 1 80 80 8 H 12.30 A 10.97 1,081 99 3 34,538 20,624 1 4 16.0 25,289 35,241L101L 18,679 4D 18,140 5D 1 80 80 8 H 12.30 A 10.97 1,180 95 3 34,538 21,513 1 4 16.0 25,289 35,241L111L 19,829 4D 19,280 5D 1 80 80 8 H 12.30 A 10.97 1,279 91 3 34,538 22,217 1 4 16.0 25,289 35,241

Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo Material φ Cortante AplastamientoTensión Compresión NetaSección

L/r ASCE Cant.


6. CARGAS ULTIMAS SOBRE LAS CIMENTACIONES


CARGAS VERTICALES SOBRE LAS CIMENTACIONES [kg]

TORRE Compresión Tensión Cortante Cortante Combinación Hipotesis Transversal Longitudinal

CON FACTORES DE CARGA (F.S.) H-12 2TDD12A Hip. 4 (Norm) -214 012 28 345 26 280 H-0 2TDD0C Hip. 4A (Norm) 196 176 25 988 23 978

SIN FACTORES DE CARGA (F.S.) H-12 2TDD12A Hip. 4 (Norm) - 145 364 19 251 17 869 H-0 2TDD0C Hip. 4A (Norm) 128 697 17 058 15 708

8990

9291

X

Y


7. VERIFICACION DE STUBS Y CLEATS


VERIFICACIÓN DEL STUB EN LA CIMENTACIÓN

ANSI/ASCE 10.90 - 1991 Par. 9.4.1

Carga de Compresión (Inclinada) Hipot. 4 C= 217,215 Kg

Carga de Arrancamiento (Inclinada) Hipot. 4A U= 199,112 Kg

Cortante resultante Hipot. 4 T= 2,065 Kg

ESCUADRA n. 6 L 152 x 152 x 15.9 Alg. 250 mmn. 0 L 152 x 152 x 15.9 Alg. 0 mm

MONTANTE L 203 x 203 x 19.1 A

Area Gruesa = 73.55 cm²Area Neta = 65.30 cm²

An = P/Fy + T/(0,75Fy) = sección mínima

Compresión Anc = 217,215 + 2,065 = 62.90 cm² 3,497 2,623

Arrancamiento Anu = 199,112 + 2,065 = 57.73 cm² 3,497 2,623

PERNO n. 5 Perno. 20 por 6 escuadras

Cortante t = 217,215 = 2,305 < 3,230 Kg/cm²0 tornillos a cortante doble. 94.2530 tornillos a cortante simple.

Aplastamiento p = 217,215 = 2,277 < 6,995 Kg/cm²95.40

L 152 x 15.9 Alg. 250 L 203 x 19.1 A

L 152 x 15.9 Alg. 0

N. 5 ø 20

303055

L 152 x 15.9 A lg. 250

320

320


VERIFICACIÓN DE LA ESCUADRA SEGÚN ESPECIFICACIÓN " ASCE MANUAL N° 52 "

GUIDE FOR DESIGN OF STEEL TRASMISSION TOWERS - Para. 9.9.2

Cálculo de compresión 217,215 Kg

Escuadra L 152 x 152 x 15.9A n. 6L 152 x 152 x 15.9 A n. 0

Montante L 203 x 203 x 19.1 A

Distribución de las presiones

(Presión de contacto)

f'c = 210 Kg/cm² solicitaciones de compresión

b1 = 25.0 cm longitud de la escuadrab2 = 0.0 cm longitud de la escuadrat = 1.59 cm espesor de la escuadrar = 1.27 cm radio de curvatura

1,19 f'c = 1,19 x 210 Kg/cm² = 250 Kg/cm²

X = t x Fy = 1.59 x 3,447 = 5.904 cm1,19 f'c 250

p =1,19 f'c x b ( t + r + X/2 ) x no.=

= 250 x 25 x ( 1.59 + 1.27 + 5.904/2 ) x 6 = 217,950 = 250 x 0 x ( 1.59 + 1.27 + 5.904/2 ) x 0 = 0

217,950 > 217,215 Kg

Distancias mínimas de la escuadra

2w = 2 x 15.2 = 30.4 cm 2 ≥ 32 cm

(Ver. hoja anterior)

x r

1

1 2


VERIFICACION A LA FLEXION DE LA ESCUADRA

Seccion 1-1: Wp 1 = 1.59² /4 = 0.6320 cm³/cm

Wp= Modulo de resistencia elastica de la sección

Momento flexionante M = 250 x 5.904²/4 = 2,178.58 Kg cm/cm

Solicitación s = 2,178.576 3,447 < 3,497 Kg/cm²0.6320

Seccion 2-2: Wp 2 = 2.86² /6 = 1.363 cm³/cm

Momento torsionante M = (250 x 5.904/ 2)x(5.904 / 3+1.27) = 2390 Kg cm/cm

250 x 1.27²/2 = 202 Kg cm/cm

2,591 Kg cm/cm

Solicitación s = 2,591 1,901 < 3,497 Kg/cm²1.363

VERIFICACIÓN; COMBINACIÓN DE CORTANTE + MOMENTO

Momento torsionante M = (250x5.904/2)x(5.904/3+2.86) = 3563 Kg cm/cm

250 x 2.86²/2 = 1,022 Kg cm/cm

4,586 Kg cm/cm

M x b = 4,586 x 25.0 = 114,638 Kg cm

W= (2x3.142x9.7²+1x3.142x6.7^2+2x3.142x3.7²)/9.7= 84.36 cm³

s = 114,638 1,359 Kg/cm²84.36

Combinación de cortante + tracción

2,305 ² + 1,359 ² = 0.59 < 1.003230 ² 4894 ²


8. DESPLAZAMIENTOS MAXIMOS


Maximo desplazamientos por torre H+12m + 4 patas +7m: MAXIMO DESPLAZAMIENTO DIR. X: 0.552 m NUDO 5P HP: 4 MAXIMO DESPLAZAMIENTO DIR. Y: 0.626 m NUDO 5P HP: 1 MAXIMO DESPLAZAMIENTO DIR. Z: -0.149 m NUDO 5P HP: 1

Altura nudo 1P: 71.30m

DIR. X: 0.8 %

DIR. Y: 0.9 % MAXIMO DESPLAZAMIENTO ADMITIDO POR TORRE DE ANGULO: 4%

TECHINT S.A. de CVTECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 3 de...

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