TECHINT S.A. de CV - appcenter.grupoice.com · ... Guide for design of steel Transmission Tower No. 52 second ... • ANSI / ASCE 10 – 97: Design of Latticed steel Transmission

TECHINT S.A. de CV TORRE TIPO “TDD” SIEPAC-L1-GE-S-MC-2505 REV B Hoja 1 de 74

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 MIEMBROS ...............................................................................3 1.6. ESPECIFICACIONES ................................................................................................................3 1.7. COMBINACIONES DE CARGA.................................................................................................4

2. DIAGRAMAS DE CARGAS ......................................................................................................5

3. CALCULO DE VIENTO SOBRE LA ESTRUCTURA..............................................................10

4. OUTPUT……. ..........................................................................................................................17

5. VERIFICACION DE MIEMBROS.............................................................................................61

6. CARGAS ULTIMAS SOBRE LAS CIMENTACIONES ...........................................................67

7. VERIFICACION DE STUB Y CLEATS....................................................................................69

8. DESPLAZAMIENTOS MAXIMOS ...........................................................................................73

- CUERPO BASICO DOC. NO. SIEPAC-L1-GE-S-PL-2500 2 DE 2 - HIERRO DE ANCLAJE (STUB) DOC. NO. SIEPAC-L1-GE-S-PL-2501


1. GENERALIDADES

La presente memoria de cálculo tiene por objeto desarrollar el cálculo de la TORRE DE 2

CIRCUITOS DE TENSION Y TERMINAL AUTOSOPORTADA CON EXTENSIONES

ESPECIALES TIPO “TDD”.

Este documento incluye las bases: +12m, +9m, +6m, +3m, ±0m.

Para el diseño geométrico se ha tenido en cuenta las recomendaciones y esquemas

subministrados por la EPR.

1.1. PROGRAMA DE CALCULO

La resolución de la estructura se realiza mediante la utilización del programa de calculo elástico

“TOWER” .

1.2. NORMAS

• Especificaciones Técnicas 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 mínimo 2531 kg/cm² o equivalente

Aplastamiento 5062 kg/cm²

ASTM A572 Gr. 50 : Limite de fluencia mínimo 3497 kg/cm² o equivalente

Aplastamiento 6995 kg/cm²

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


• Bulones ASTM A394 tipo 0:

Tensión ultima de rotura = 5207 kg/cm²

Cortante = 3230 kg/cm²

Mínima dimensión de tornillos φ = 5/8" = 15.9mm

1.4. ESPESOR MINIMO PERMITIDO

• Para miembros principales : 6 mm

• Para los otros miembros: 4 mm

• Mínimo dimensión 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 en tensión: <= 300

1.6. ESPECIFICACIONES

• Los elementos estructurales cuyo eje longitudinal forme con la horizontal un ángulo mayor a 45° , deberán resistir una carga concentrada de 100 kg perpendicular al eje longitudinal, aplicada en cualquier punto de su longitud. De acuerdo a lo descrito en el ASCE 10-97 en 3.14.8.

• 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 máximo trasversal ángulo 65° k=1.5 Hp. 9: NORMAL – Viento máximo trasversal ángulo 0° k=1.5 II: Hp. 2: NORMAL – Viento máximo longitudinal ángulo 65° k=1.5 Hp. 10: NORMAL – Viento máximo longitudinal ángulo 0° k=1.5 III: Hp. 3: NORMAL – Viento máximo oblicuo 45° ángulo 65° k=1.5 Hp. 11: NORMAL – Viento máximo oblicuo 45° ángulo 0° k=1.5 IV: Hp. 4: NORMAL – Viento máximo trasversal - TERMINAL k=1.5 V: Hp. 5: NORMAL – Viento máximo longitudinal - TERMINAL k=1.5 VI: Hp. 6: NORMAL – Viento máximo oblicuo 45° - TERMINAL k=1.5 VII: Hp. 7A÷7P: TENDIDO DE CABLES ángulo 65° k=1.7 Hp. 12A÷12P: TENDIDO DE CABLES ángulo 0° k=1.7 VIII: Hp. 8A÷8P: SOBRE CARGA VERTICAL ángulo 65° k=1.7 Hp. 13A÷13P: SOBRE CARGA VERTICAL ángulo 0° k=1.7 Combinaciones 1÷6, 9÷11 consideradas con dos circuitos instalado.

+12 +9 +6 +3 ±0TDD126 TDD96 TDD66 TDD36 TDD06

1 2 3 4 5TDD125 TDD95 TDD65 TDD35 TDD05

6 7 8 9 10TDD124 TDD94 TDD64 TDD34 TDD04

11 12 13 14 15TDD12-3 TDD9-3 TDD6-3 TDD3-3 TDD0-3

16 17 18 19 20TDD12A TDD9A TDD6A TDD3A TDD0A

21 22 23 24 25TDD12B TDD9B TDD6B TDD3B TDD0B

26 27 28 29 30TDD12C TDD9C TDD6C TDD3C TDD0C

31 32 33 34 35TDD9D TDD6D TDD3D TDD0D

37 38 39 40

EXT.+6 EXT.+6 EXT.+6 EXT.+6

VIENTO VIENTOTRANSVERSAL TRANSVERSAL

EXT.+6 EXT.-3 EXT.-3 EXT.+6

EXT.-3 EXT.+6 EXT.+6 EXT.-3

VIENTO VIENTOTRANSVERSAL TRANSVERSAL

EXT.+6 EXT.+6 EXT.+6 EXT.+6

8 ARREGLO D

ARREGLO A

ARREGLO A

TDD12D

5

6 ARREGLO B

4

7 ARREGLO C

4 EXT. -3

2

1

4 EXT. +5

3

TORRE TDD MATRIZ DE CORRIDAS PARA DISEÑO ESTRUCTURAL

N I V E L E S

ARREGLO B

4 EXT. +6

ARREGLO D

EXTENSIONES

4 EXT. +4

ARREGLO C


2. DIAGRAMAS DE CARGAS


-780 -780 -780 -7801 370 320 1 370 320 1 370 260 1 370 260

2 810 2 810 1 810 1 810

640 6506 020 3 910

-1 440 -1 440 6 020 -1 440 -1 440 3 910640 3 720 3 720 650 3 720 3 720

640 6506 020 3 910

-1 440 -1 440 6 020 -1 440 -1 440 3 910640 3 720 3 720 650 3 720 3 720

640 6506 020 3 910

230 kg/m2 -1 440 -1 440 6 020 230 kg/m2 -1 440 -1 440 3 910640 3 720 3 720 650 3 720 3 720

TrasversalD.W. Longitudinal D.W.

HP. 1 - 1A - 1D HP. 2 - 2A - 2DNORMAL - VIENTO MAXIMO TRANSVERSAL - 400/1500(-900)/65° NORMAL - VIENTO MAXIMO LONGITUDINAL - 400/1500(-900)/65°

K = K =

-780 -780 -780 -7801 370 260 1 370 260 1 170 2 240 1 170 2 240

2 200 2 200 800 800

580 4 6804 740 1 840

-1 440 -1 440 4 740 -1 610 -1 610 1 840580 3 720 3 720 4 680 3 070 3 070

580 4 6804 740 1 840

-1 440 -1 440 4 740 -1 610 -1 610 1 840580 3 720 3 720 4 680 3 070 3 070

580 4 6804 740 1 840

230kg/m2 x 1.1 x 0.707= -1 440 -1 440 4 740 230 kg/m2 -1 610 -1 610 1 840179 kg/m2 580 3 720 3 720 4 680 3 070 3 070

TrasversalOBLIQUO (45°) D.W. D.W.

HP. 3 - 3A - 3D HP. 4 - 4A - 4DNORMAL - VIENTO 45° OBLIQUO - 400/1500(-900)/65° NORMAL - VIENTO MAXIMO TRANSVERSAL - TERMINAL

K = K = -780 -780 -780 -7801 170 1 840 1 170 1 840 1 170 1 860 1 170 1 860

650 650 690 690

4 100 2 2401 360 1 540

-1 610 -1 610 1 360 -1 610 -1 610 1 8404 100 3 070 3 070 4 020 3 070 3 070

4 100 4 0201 360 1 540

-1 610 -1 610 1 360 -1 610 -1 610 1 8404 100 3 070 3 070 4 020 3 070 3 070

4 100 4 0201 360 1 540

230 kg/m2 -1 610 -1 610 1 360 230kg/m2 x 1.1 x 0.707= -1 610 -1 610 1 8404 100 3 070 3 070 179 kg/m2 3 070 3 070

Longitudinal D.W. OBLIQUO (45°) D.W.

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

K = K =

0 0 2 570 1 190 0 0 1 5500 1 830 0 1 830

0 2 4900 0

0 3 8200 0 0 0 0 5 890

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

D.W. D.W.

HP. 7A HP. 7BCOSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/65° COSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/65°

K = K =

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

PRES

ION

DE

VIEN

TO

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

1.5

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

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

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

1.71.7


0 0 1 550 0 0 1 5500 1 830 0 1 830

0 03 820 3 820

0 0 4 220 0 0 4 2202 490

0 03 820 3 820

0 0 5 890 0 0 4 2200 2 490

0 00 kg/m2 0 0 kg/m2 3 820

0 0 0 0 0 5 890

D.W. D.W.

HP. 7C HP. 7DCOSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/65° COSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/65°

K = K =

2 570 1 190 1 550 1 550 1 5501 830 1 830 1 830 1 830

0 3 8203 820 3 820

0 0 4 220 2 490 5 890 4 220

0 03 820 3 820

0 0 4 220 0 0 4 220

0 00 kg/m2 3 820 0 kg/m2 3 820

0 0 4 220 0 0 4 220

D.W. D.W.

HP. 7E HP. 7FCOSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/65° COSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/65°

K = K =

1 550 1 550 1 550 1 5501 830 1 830 1 830 1 830

3 820 3 8203 820 3 820

4 220 4 220 4 220 4 220

3 820 3 8203 820 3 820

2 490 5 890 4 220 4 220 4 220

0 3 8200 kg/m2 3 820 0 kg/m2 3 820

0 0 4 220 2 490 5 890 4 220

D.W. D.W.

HP. 7G HP. 7HCOSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/65° COSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/65°

K = K =

2 600 1 550 1 550 1 5501 830 1 830 8B 1 830 1 830

3 820 3 8203 820 3 820 8F

4 220 4 220 6 330 4 220

3 820 8D 3 8203 820 3 820 8G

4 220 4 220 4 220 4 220

3 820 8E 3 8200 kg/m2 3 820 0 kg/m2 3 820 8H

4 220 4 220 4 220 4 220

D.W. D.W.

HP. 8A-8B HP. 8C÷8HSOBRE CARGA VERTICAL - 400/1500(-900)/65° SOBRE CARGA VERTICAL - 400/1500(-900)/85°

K = K =

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

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

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

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

1.7


-780 -780 -780 -7801 370 380 1 370 380 1 370 300 1 370 300

410 410 0 0

750 7401 000 0

-1 440 -1 440 1 000 -1 440 -1 440 0750 3 720 3 720 740 3 720 3 720

750 7401 000 0

-1 440 -1 440 1 000 -1 440 -1 440 0750 3 720 3 720 740 3 720 3 720

750 7401 000 0

230 kg/m2 -1 440 -1 440 1 000 230 kg/m2 -1 440 -1 440 0750 3 720 3 720 740 3 720 3 720

TrasversalD.W. Longitudinal D.W.

HP. 9 - 9A - 9D HP. 10 - 10A - 10DNORMAL - VIENTO MAXIMO TRANSVERSAL - 400/1500(-900)/0° NORMAL - VIENTO MAXIMO LONGITUDINAL - 400/1500(-900)/0°

K = K = -780 -7801 370 300 1 370 300 0 0 2 570 1 190

210 210 0 0

670 0500 0

-1 440 -1 440 500 0670 3 720 3 720 0 0 0

670 0500 0

-1 440 -1 440 500 0670 3 720 3 720 0 0 0

670 0500 0

230kg/m2 x 1.1 x 0.707= -1 440 -1 440 500 0 kg/m2 0179 kg/m2 3 720 3 720 0 0 0

OBLIQUO (45°) D.W. D.W.

HP. 11 - 11A - 11D HP. 12ANORMAL - VIENTO MAXIMO OBLIQUO (45°) - 400/1500(-900)/0° COSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/0°

K = K =

0 0 1 550 0 0 1 5500 0 0 0

2 4900 0

0 00 0 5 890 0 0 4 220

0 2 4900 0

0 00 0 0 0 0 5 890

0 00 0

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

D.W. D.W.

HP. 12B HP. 12CCOSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/0° COSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/0°

K = K =

0 0 1 550 2 570 1 190 1 5500 0 0 0

0 00 0

0 0 4 220 0 0 4 220

0 00 0

0 0 4 220 0 0 4 2202 490

0 00 kg/m2 0 0 kg/m2 0

0 0 5 890 0 0 4 220

D.W. D.W.

HP. 12D HP. 12ECOSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/0° COSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/0°

K = K =

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

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

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

1.5

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

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 1.7


1 550 1 550 1 550 1 5500 0 0 0

0 00 0

2 490 5 890 4 220 4 220 4 220

0 00 0

0 0 4 220 2 490 5 890 4 220

0 00 kg/m2 0 0 kg/m2 0

0 0 4 220 0 0 4 220

D.W. D.W.

HP. 12F HP. 12GCOSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/0° COSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/0°

K = K =

1 550 1 550 2 600 1 5500 0 0 0 13B

0 00 0

4 220 4 220 4 220 4 220

0 00 0

4 220 4 220 4 220 4 220

0 00 kg/m2 0 0 kg/m2 0

2 490 5 890 4 220 4 220 4 220

D.W. D.W.

HP. 12H HP. 13A-13BCOSTRUCCION - TENDIDO DE CABLE - 400/1500(-900)/0° SOBRE CARGA VERTICAL - 400/1500(-900)/0°

K = K =

1 550 1 5500 0

00 13F

6 330 4 220

13D 00 13G

4 220 4 220

13E 00 kg/m2 0 13H

4 220 4 220

D.W.

HP. 13C÷13HSOBRE CARGA VERTICAL - 400/1500(-900)/0°

K =

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

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 1.7

PRES

ION

DE

VIEN

TO

SOBR

E ES

TRU

CTU

RA

PRES

ION

DE

VIEN

TO

SOBR

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TRU

CTU

RA


3. CALCULO DE VIENTO SOBRE LA ESTRUCTURA


VIENTO TRASVERSAL 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 5.5 70 2 5.50 0.770

H<60m 45 2 2.00 0.180 55 3 2.00 0.330 55 2 2.80 0.308 45 2 2.60 0.234 45 2 2.90 0.261 2.083 1.00 479 373 2 5.9 100 2 5.90 1.180

H<60m 45 2 2.00 0.180 65 1 2.00 0.130 75 2 2.80 0.420 65 4 2.90 0.754 2.664 1.00 613 477 3 5.9 130 2 5.90 1.534

H<60m 45 2 2.00 0.180 75 1 2.00 0.150 90 2 2.80 0.504 80 4 2.90 0.928 3.296 1.00 758 590 4 7.0 140 2 7.00 1.960

H<60m 55 1 4.20 0.231 75 2 2.70 0.405 50 2 1.60 0.160 45 2 1.00 0.090 80 2 2.70 0.432 45 2 1.90 0.171 45 1 3.00 0.135 75 2 1.90 0.285 45 2 1.90 0.171 90 2 1.90 0.342 45 2 1.35 0.122 4.504 1.00 1 036 806 5 5.0 140 2 5.00 1.400

H<60m 60 1 5.80 0.348 75 2 3.50 0.525 55 2 1.80 0.198 45 2 1.40 0.126 45 2 1.30 0.117 80 2 3.50 0.560 45 2 1.10 0.099 50 2 1.50 0.150 3.523 1.00 810 630 6 6.0 140 2 6.00 1.680

H<60m 50 1 7.60 0.380 80 2 4.50 0.720 65 2 2.20 0.286 55 2 1.90 0.209 45 2 1.40 0.126 90 2 4.50 0.810 50 2 1.50 0.150 55 2 1.90 0.209 4.570 1.00 1 051 817


VIENTO VIENTO 45°

TRONCO h PERFIL


7 3.0 140 2 3.00 0.840

H<60m 65 1 8.50 0.553 90 2 5.30 0.954 55 2 1.90 0.209 65 2 2.20 0.286 2.842 1.00 654 508 8 3.0 140 2 3.00 0.840

H<60m 50 2 2.90 0.290 70 2 3.80 0.532 50 2 1.60 0.160 55 2 1.90 0.209 45 2 1.20 0.108 45 2 1.30 0.117 45 2 1.00 0.090 50 2 3.00 0.300 65 4 3.50 0.910 3.556 1.00 818 636 9 11.0 140 2 11.00 3.080

H<60m 70 2 8.57 1.200 70 2 3.34 0.468 55 2 2.68 0.295 55 2 2.53 0.278 55 2 2.42 0.266 55 2 2.23 0.245 50 2 2.17 0.217 55 2 1.92 0.211 50 2 1.94 0.194 45 2 1.61 0.145 55 2 1.73 0.190 55 2 1.31 0.144 55 2 1.55 0.171 55 2 1.00 0.110 45 2 1.12 0.101 45 2 0.67 0.060 45 2 1.00 0.090 45 2 0.33 0.030 7.490 1 1723 1341 TOTAL 34.528 7 942 6 178


VIENTO LONGITUDINAL VIENTO VIENTO 45°

TRONCO h PERFIL


1 5.5 70 2 5.50 0.770

H<60m 90 1 2.00 0.180 60 1 2.00 0.120 65 2 2.00 0.260 45 1 2.00 0.090 60 2 2.80 0.336 50 2 2.60 0.260 50 2 2.90 0.290 65 2 5.50 0.715 65 2 5.80 0.754 50 2 2.20 0.220 45 2 3.80 0.342 70 1 4.50 0.315 65 1 5.00 0.325 90 1 4.50 0.405 65 1 5.00 0.325 45 2 5.50 0.495 6.202 1.00 1 426 1 109 2 5.9 100 2 5.90 1.180

H<60m 90 1 2.00 0.180 60 1 2.00 0.120 45 2 2.00 0.180 75 2 2.80 0.420 65 4 2.90 0.754 70 1 4.50 0.315 90 1 4.50 0.405 65 1 5.00 0.325 65 1 5.00 0.325 45 2 5.50 0.495 4.699 1.00 1 081 841 3 5.9 130 2 5.90 1.534

H<60m 90 1 2.00 0.180 65 1 2.00 0.130 45 2 2.00 0.180 75 2 2.80 0.420 75 4 2.90 0.870 75 1 4.70 0.353 90 1 4.70 0.423 70 1 5.20 0.364 70 1 5.20 0.364 45 2 5.60 0.504 5.322 1.00 1 224 952 4 7.0 140 2 7.00 1.960

H<60m 55 1 4.20 0.231 75 2 2.70 0.405 50 2 1.60 0.160 45 2 1.00 0.090 80 2 2.70 0.432 45 2 1.90 0.171 45 1 3.00 0.135 75 2 1.90 0.285 45 2 1.90 0.171 90 2 1.90 0.342 45 2 1.35 0.122 4.504 1.00 1 036 806


VIENTO VIENTO 45°

TRONCO h PERFIL


5 5.0 140 2 5.00 1.400

H<60m 60 1 5.80 0.348 75 2 3.50 0.525 55 2 1.80 0.198 45 2 1.40 0.126 45 2 1.30 0.117 80 2 3.50 0.560 45 2 1.10 0.099 50 2 1.50 0.150 3.523 1.00 810 630 6 6.0 140 2 6.00 1.680

H<60m 50 1 7.60 0.380 80 2 4.50 0.720 65 2 2.20 0.286 55 2 1.90 0.209 45 2 1.40 0.126 90 2 4.50 0.810 50 2 1.50 0.150 55 2 1.90 0.209 4.570 1.00 1 051 817 7 3.0 140 2 3.00 0.840

H<60m 65 1 8.50 0.553 90 2 5.30 0.954 55 2 1.90 0.209 65 2 2.20 0.286 2.842 1.00 654 508 8 3.0 140 2 3.00 0.840

H<60m 50 2 2.90 0.290 70 2 3.80 0.532 50 2 1.60 0.160 55 2 1.90 0.209 45 2 1.20 0.108 45 2 1.30 0.117 45 2 1.00 0.090 50 2 3.00 0.300 65 4 3.50 0.910 3.556 1.00 818 636 9 11.0 140 2 11.00 3.080

H<60m 70 2 8.57 1.200 70 2 3.34 0.468 55 2 2.68 0.295 55 2 2.53 0.278 55 2 2.42 0.266 55 2 2.23 0.245 50 2 2.17 0.217 55 2 1.92 0.211 50 2 1.94 0.194 45 2 1.61 0.145 55 2 1.73 0.190 55 2 1.31 0.144 55 2 1.55 0.171 55 2 1.00 0.110 45 2 1.12 0.101 45 2 0.67 0.060 45 2 1.00 0.090 45 2 0.33 0.030 7.490 1 1723 1341 42.708 9 823 7 640


T9

L9

L4

T4

L3

T3

L2

T2

T1

L1

L7

T7

L8

T8

L6

T6

L5

T5


VIENTO MAXIMO TRASVERSAL Y LONGITUDINAL (230kg/m2)

T1 = 479 = 240 kg L1 = 1 426 = 713 kg

2 2 T2 = 479 + 613 = 546 kg L2 = 1 426 + 1 081 = 1254 kg

2 2 2 2 T3 = 613 + 758 = 685 kg L3 = 1 081 + 1 224 = 1152 kg

2 2 2 2 T4 = 758 + 1 036 = 897 kg L4 = 1 224 + 1 036 = 1130 kg

2 2 2 2 T5 = 1 036 + 810 = 923 kg L5 = 1 036 + 810 = 923 kg

2 2 2 2 T6 = 810 + 1 051 = 931 kg L6 810 + 1 051 = 931 kg

2 2 2 2 T7 = 1 051 + 654 = 852 kg L7 1 051 + 654 = 852 kg

2 2 2 2 T8 = 654 + 818 = 736 kg L8 654 + 818 = 736 kg

2 2 2 2 T9 = 818 + 1 723 = 2132 kg L9 818 + 1 723 = 2132 kg

2 2

VIENTO MAXIMO OBLIQUO 45° (179kg/m2)

T1 = 373 = 186 kg L1 = 1 109 = 555 kg

2 2 T2 = 373 + 477 = 425 kg L2 = 1 109 + 841 = 975 kg

2 2 2 2 T3 = 477 + 590 = 533 kg L3 = 841 + 952 = 896 kg

2 2 2 2 T4 = 590 + 806 = 698 kg L4 = 952 + 806 = 879 kg

2 2 2 2 T5 = 806 + 630 = 718 kg L5 = 806 + 630 = 718 kg

2 2 2 2 T6 = 630 + 817 = 724 kg L6 = 630 + 817 = 724 kg

2 2 2 2 T7 = 817 + 508 = 663 kg L7 817 + 508 = 663 kg

2 2 2 2 T8 = 508 + 636 = 572 kg L8 508 + 636 = 572 kg

2 2 2 2 T9 = 636 + 1341 = 1659 kg L9 636 + 1341 = 1659 kg

2 2


B

4. OUTPUT


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

* *

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

* *

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

Project Name :

Project Notes:

Project File : d:\my documents\tdd\tdd-ramon\ext +4 +5 +6

optimizadas\tdd126.tow

Date run : 10:15:50 AM Wednesday, May 12, 2008

by : Tower Version 9.00

Licensed to : Techint

Member check option: ASCE 10

Connection rupture check: Not Checked

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

Joints Geometry:

Joint Symmetry X Coord. Y Coord. Z Coord. X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot.

Label Code (m) (m) (m) Rest. Rest. Rest. Rest. Rest. Rest.

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

1P XY-Symmetry 1 1 17.3 Free Free Free Free Free Free

2P XY-Symmetry 1 1 0 Free Free Free Free Free Free

3P XY-Symmetry 2.843 2.843 -12 Free Free Free Free Free Free

4P X-Symmetry 0 6.5 17.3 Free Free Free Free Free Free

6P None 0 5.5 11.8 Free Free Free Free Free Free

7P Y-Symmetry 1 -5.5 11.8 Free Free Free Free Free Free

9P None 0 5.5 5.9 Free Free Free Free Free Free

10P Y-Symmetry 1 -5.5 5.9 Free Free Free Free Free Free

12P None 0 5.7 0 Free Free Free Free Free Free

13P Y-Symmetry 1 -5.7 0 Free Free Free Free Free Free

14P None 5.915 4.916 -32 Free Free Free Free Free Free

14AP None 4.916 5.915 -32 Free Free Free Free Free Free

15P None 5.915 -4.916 -32 Free Free Free Free Free Free

15AP None 4.916 -5.915 -32 Free Free Free Free Free Free

16P None -5.915 -4.916 -32 Free Free Free Free Free Free

16AP None -4.916 -5.915 -32 Free Free Free Free Free Free

17P None -5.915 4.916 -32 Free Free Free Free Free Free

17AP None -4.916 5.915 -32 Free Free Free Free Free Free

1X X-GenXY 1 -1 17.3 Free Free Free Free Free Free

1XY XY-GenXY -1 -1 17.3 Free Free Free Free Free Free

1Y Y-GenXY -1 1 17.3 Free Free Free Free Free Free

2X X-GenXY 1 -1 0 Free Free Free Free Free Free

2XY XY-GenXY -1 -1 0 Free Free Free Free Free Free

2Y Y-GenXY -1 1 0 Free Free Free Free Free Free

3X X-GenXY 2.843 -2.843 -12 Free Free Free Free Free Free

3XY XY-GenXY -2.843 -2.843 -12 Free Free Free Free Free Free

3Y Y-GenXY -2.843 2.843 -12 Free Free Free Free Free Free

4X X-Gen 0 -6.5 17.3 Free Free Free Free Free Free

7Y Y-Gen -1 -5.5 11.8 Free Free Free Free Free Free

10Y Y-Gen -1 -5.5 5.9 Free Free Free Free Free Free

13Y Y-Gen -1 -5.7 0 Free Free Free Free Free Free


Secondary Joints:

Joint Symmetry Origin End Fraction Elevation X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot.

Label Code Joint Joint Rest. Rest. Rest. Rest. Rest. Rest.

(m)

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

21S XY-Symmetry 1P 2P 0 15.3 Free Free Free Free Free Free








29S XY-Symmetry 2P 3P 0 -1.5 Free Free Free Free Free Free

30S XY-Symmetry 2P 3P 0 -3 Free Free Free Free Free Free



33S XY-Symmetry 2P 3P 0 -9.5 Free Free Free Free Free Free

34S Y-Symmetry 23X 7P 0.333 0 Free Free Free Free Free Free






46S Y-Symmetry 3P 3X 0.5 0 Free Free Free Free Free Free

47S X-Symmetry 3P 3Y 0.5 0 Free Free Free Free Free Free



50S XY-Symmetry 49S 49X 0.25 0 Free Free Free Free Free Free

51S Y-Symmetry 49S 49X 0.5 0 Free Free Free Free Free Free

52S XY-Symmetry 49S 49Y 0.25 0 Free Free Free Free Free Free

53S X-Symmetry 49S 49Y 0.5 0 Free Free Free Free Free Free









61AS XY-Symmetry 60S 61S 0.5 0 Free Free Free Free Free Free

62S Y-Symmetry 2P 2X 0.5 0 Free Free Free Free Free Free

63S X-Symmetry 2P 2Y 0.5 0 Free Free Free Free Free Free





68S None 2P 3P 0 -35 Fixed Fixed Fixed Fixed Fixed Fixed

68AS None 59S 68S 0 -32 Free Free Free Free Free Free

69S None 2X 3X 0 -35 Fixed Fixed Fixed Fixed Fixed Fixed

69AS None 59X 69S 0 -32 Free Free Free Free Free Free

70S None 2XY 3XY 0 -35 Fixed Fixed Fixed Fixed Fixed Fixed

70AS None 59XY 70S 0 -32 Free Free Free Free Free Free

71S None 2Y 3Y 0 -35 Fixed Fixed Fixed Fixed Fixed Fixed

71AS None 59Y 71S 0 -32 Free Free Free Free Free Free

72S XY-Symmetry 46S 47S 0.5 0 Free Free Free Free Free Free










81S None 7P 7Y 0.5 0 Free Free Free Free Free Free



59SF0.17S None 59S 68AS 0.1667 0 Free Free Free Free Free Free





61SF0.17S None 61S 14AP 0.1667 0 Free Free Free Free Free Free





60SF0.17S None 60S 14P 0.1667 0 Free Free Free Free Free Free





59XF0.17S None 59X 69AS 0.1667 0 Free Free Free Free Free Free





61XF0.17S None 61X 15AP 0.1667 0 Free Free Free Free Free Free





60XF0.17S None 60X 15P 0.1667 0 Free Free Free Free Free Free





61XYF0.17S None 61XY 16AP 0.1667 0 Free Free Free Free Free Free





59XYF0.17S None 59XY 70AS 0.1667 0 Free Free Free Free Free Free





60XYF0.17S None 60XY 16P 0.1667 0 Free Free Free Free Free Free





60YF0.17S None 60Y 17P 0.1667 0 Free Free Free Free Free Free





61YF0.17S None 61Y 17AP 0.1667 0 Free Free Free Free Free Free





59YF0.17S None 59Y 71AS 0.1667 0 Free Free Free Free Free Free





21X X-GenXY 1P 2P 0 15.3 Free Free Free Free Free Free

21XY XY-GenXY 1P 2P 0 15.3 Free Free Free Free Free Free


21Y Y-GenXY 1P 2P 0 15.3 Free Free Free Free Free Free






















29X X-GenXY 2P 3P 0 -1.5 Free Free Free Free Free Free

29XY XY-GenXY 2P 3P 0 -1.5 Free Free Free Free Free Free

29Y Y-GenXY 2P 3P 0 -1.5 Free Free Free Free Free Free

30X X-GenXY 2P 3P 0 -3 Free Free Free Free Free Free

30XY XY-GenXY 2P 3P 0 -3 Free Free Free Free Free Free

30Y Y-GenXY 2P 3P 0 -3 Free Free Free Free Free Free







33X X-GenXY 2P 3P 0 -9.5 Free Free Free Free Free Free

33XY XY-GenXY 2P 3P 0 -9.5 Free Free Free Free Free Free

33Y Y-GenXY 2P 3P 0 -9.5 Free Free Free Free Free Free

34Y Y-Gen 23X 7P 0.333 0 Free Free Free Free Free Free






46Y Y-Gen 3P 3X 0.5 0 Free Free Free Free Free Free

47X X-Gen 3P 3Y 0.5 0 Free Free Free Free Free Free







50X X-GenXY 49S 49X 0.25 0 Free Free Free Free Free Free

50XY XY-GenXY 49S 49X 0.25 0 Free Free Free Free Free Free

50Y Y-GenXY 49S 49X 0.25 0 Free Free Free Free Free Free

51Y Y-Gen 49S 49X 0.5 0 Free Free Free Free Free Free

52X X-GenXY 49S 49Y 0.25 0 Free Free Free Free Free Free

52XY XY-GenXY 49S 49Y 0.25 0 Free Free Free Free Free Free

52Y Y-GenXY 49S 49Y 0.25 0 Free Free Free Free Free Free

53X X-Gen 49S 49Y 0.5 0 Free Free Free Free Free Free






















61AX X-GenXY 60S 61S 0.5 0 Free Free Free Free Free Free

61AXY XY-GenXY 60S 61S 0.5 0 Free Free Free Free Free Free

61AY Y-GenXY 60S 61S 0.5 0 Free Free Free Free Free Free

62Y Y-Gen 2P 2X 0.5 0 Free Free Free Free Free Free

63X X-Gen 2P 2Y 0.5 0 Free Free Free Free Free Free





72X X-GenXY 46S 47S 0.5 0 Free Free Free Free Free Free

72XY XY-GenXY 46S 47S 0.5 0 Free Free Free Free Free Free

72Y Y-GenXY 46S 47S 0.5 0 Free Free Free Free Free Free






















Steel Material Properties:

Steel Modulus Yield Ultimate Member Member Member Member Member Member

Material of Stress Stress All. Stress All. Stress Rupture Rupture Bearing Bearing

Label Elasticity Fy Fu Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2

(MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa)

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

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

Bolt Properties:

Bolt Bolt Hole Ultimate Default Default Shear Shear

Label Diameter Diameter Shear End Bolt Capacity Capacity

Capacity Distance Spacing Hyp. 1 Hyp. 2

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

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

16 1.6 1.76 62 0 0 0 0

20 1.905 2.064 90 0 0 0 0

Number Bolts Used By Type:

Bolt Number

Type Bolts

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

16 1060

20 664

Angle Groups:

Group Group Angle Angle Material Element Group Optimize Allow. Add.

Label Description Type Size Type Type Type Group Angle Width

For Optimize

(cm)

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

W1 CRUCETA ALIM L 65X65X6H A572-50 Beam None 0.000

W2 CRUCETA ALIM L 65X65X6H A572-50 Beam None 0.000

CA11 CRUCETA ALIM L 65X65X5H A572-50 Beam None 0.000

CA11L CRUCETA ALIM L 45X45X4H A572-50 Beam None 0.000



CA1 CRUCETA ALIM L 70X70X6 A572-50 Beam None 0.000

CA21 CRUCETA ALIM L 65X65X5H A572-50 Beam None 0.000

CA2 CRUCETA ALIM L 90X90X7 A572-50 Beam None 0.000

CA3 CRUCETA 2ALIM L 45X45X4 A572-50 Beam None 0.000

CM11 CRUCETA ALIM L 65X65X5H A572-50 Beam None 0.000

CM11L CRUCETA ALIM L 45X45X4H A572-50 Beam None 0.000



CM1 CRUCETA ALIM L 70X70X6 A572-50 Beam None 0.000

CM21 CRUCETA ALIM L 65X65X5H A572-50 Beam None 0.000

CM2 CRUCETA ALIM L 90X90X7 A572-50 Beam None 0.000

CM3 CRUCETA 2ALIM L 45X45X4 A572-50 Beam None 0.000

CB11 CRUCETA ALIM L 70X70X5 A572-50 Beam None 0.000

CB11L CRUCETA ALIM L 50X50X4H A572-50 Beam None 0.000






CB3 CRUCETA 2ALIM L 45X45X4 A572-50 Beam None 0.000

CR12T HORIZONTAL ALIM L 65X65X4 A572-50 Beam None 0.000


CR12L HORIZONTAL ALIM L 55X55X4H A572-50 Beam None 0.000

CR12 DIA-HOR ALIM L 45X45X4H A572-50 Beam None 0.000












CR7L HORIZONTAL ALIM L 65X65X4 A572-50 Beam None 0.000







CR4T HORIZONTAL ALIM L 45X45X4H A572-50 Beam None 0.000


CR3T HORIZONTAL ALIM L 55X55X4H A572-50 Beam None 0.000


CR2PT HORIZONTAL ALIM L 65X65X4 A572-50 Beam None 0.000

CR2PL HORIZONTAL ALIM L 65X65X4 A572-50 Beam None 0.000



EC3T HORIZONTAL ALIM L 60X60X4 A572-50 Beam None 0.000

EC3L HORIZONTAL ALIM L 60X60X4 A572-50 Beam None 0.000





F7A MONTANTE ALIM L 70X70X6 A572-50 Beam None 0.000



F4B MONTANTE ALIM L 100X100X7H A572-50 Beam None 0.000

F4A MONTANTE ALIM L 100X100X7H A572-50 Beam None 0.000

F3A MONTANTE ALIM L 100X100X7H A572-50 Beam None 0.000

F2B MONTANTE ALIM L 130X130X12 A572-50 Beam None 0.000



B5B MONTANTE ALIM L 140X140X13 A572-50 Beam None 0.000

B5A MONTANTE ALIM L 140X140X13 A572-50 Beam None 0.000








E1 MONTANTE ALIM L 140X140X13 A572-50 Beam None 0.000




F71T DIAGONAL ALIM L 50X50X4H A572-50 Truss None 0.000

F71L DIAGONAL ALIM L 45X45X4H A572-50 Truss None 0.000



F51T DIAGONAL ALIM L 60X60X4 A572-50 Truss None 0.000








F31L DIAGONAL ALIM L 75X75X5 A572-50 Truss None 0.000






F11L DIAGONAL ALIM L 90X90X6 A572-50 Truss None 0.000

B52T DIAGONAL ALIM L 90X90X6 A572-50 Truss None 0.000

B52L DIAGONAL ALIM L 90X90X6 A572-50 Truss None 0.000

















E13T DIAGONAL 2ALIM L 65X65X5 A572-50 Truss None 0.000

E13L DIAGONAL 2ALIM L 65X65X5 A572-50 Truss None 0.000

E12T DIAGONAL ALIM L 70X70X5 A572-50 Truss None 0.000

E12L DIAGONAL ALIM L 70X70X5 A572-50 Truss None 0.000

E11T HORIZONTAL ALIM L 50X50X4H A572-50 Beam None 0.000

E11L HORIZONTAL ALIM L 50X50X4H A572-50 Beam None 0.000













E43PT DIAGONAL 2ALIM L 65X65X6H A572-50 Truss None 0.000

E43PL DIAGONAL 2ALIM L 65X65X6H A572-50 Truss None 0.000

E42PT DIAGONAL ALIM L 75X75X6 A572-50 Truss None 0.000

E42PL DIAGONAL ALIM L 75X75X6 A572-50 Truss None 0.000



L1 EXTENSION ALIM L 140X140X13 A572-50 Beam None 0.000










EXT EXTENSION ALIM L 140X140X13 A572-50 Beam None 0.000

EXTA EXTENSION ALIM L 70X70X5 A572-50 Beam None 0.000

L11T DIA-EXT ALIM L 70X70X5 A572-50 Truss None 0.000

L11L DIA-EXT ALIM L 70X70X5 A572-50 Truss None 0.000




















a riostra ALIM L 45X45X4 A572-50 Beam None 0.000

b riostra ALIM L 45X45X5 A572-50 Beam None 0.000

c riostra ALIM L 50X50X4 A572-50 Beam None 0.000

d riostra ALIM L 50X50X5 A572-50 Beam None 0.000

e riostra ALIM L 55X55X4 A572-50 Beam None 0.000

f riostra ALIM L 55X55X5 A572-50 Beam None 0.000

g riostra ALIM L 60X60X4 A572-50 Beam None 0.000

h riostra ALIM L 60X60X5 A572-50 Beam None 0.000

m riostra ALIM L 65X65X4 A572-50 Beam None 0.000

R riostra ALIM L 45X45X4 A572-50 Truss None 0.000

R1 riostra ALIM L 55X55X4 A572-50 Truss None 0.000

RD riostra ALIM L 45X45X4 A572-50 Truss None 0.000

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 0.415 1749.674 587.800

2P 0.907 2771.990 2200.435

3P 0.896 2283.044 2283.044

4P 0.668 0.738 0.210

6P 0.531 0.633 0.210

7P 0.25 0.260 0.129

9P 0.531 0.633 0.210

10P 0.25 0.260 0.129

12P 0.596 0.707 0.225

13P 0.272 0.287 0.139

14P 0.215 0.298 0.266

14AP 0.215 0.266 0.298

15P 0.215 0.298 0.266

15AP 0.215 0.266 0.298

16P 0.215 0.298 0.266

16AP 0.215 0.266 0.298

17P 0.215 0.298 0.266

17AP 0.215 0.266 0.298

1X 0.415 1749.674 587.800

1XY 0.415 1749.674 587.800

1Y 0.415 1749.674 587.800

2X 0.857 2771.923 2200.448

2XY 0.857 2771.923 2200.448


2Y 0.907 2771.990 2200.435

3X 0.896 2283.044 2283.044

3XY 0.896 2283.044 2283.044

3Y 0.896 2283.044 2283.044

4X 0.668 0.738 0.210

7Y 0.25 0.260 0.129

10Y 0.25 0.260 0.129

13Y 0.272 0.287 0.139

21S 0.548 0.642 0.510

22S 0.468 0.576 0.478

23S 0.699 3075.246 1339.426

24S 0.487 0.514 0.514

25S 0.706 0.745 0.661

26S 0.993 2827.183 1681.678

27S 0.857 0.632 0.636

28S 1.11 0.871 0.787

29S 0.724 0.498 0.498

30S 0.521 0.281 0.281

31S 0.896 0.647 0.647

32S 0.687 2264.296 2264.296

33S 1.18 0.822 0.822

34S 0.208 0.202 0.090

35S 0.208 0.203 0.090

38S 0.208 0.202 0.090

39S 0.208 0.203 0.090

42S 0.223 0.219 0.100

43S 0.224 0.219 0.100

46S 0.788 0.935 0.548

47S 0.788 0.548 0.935

48S 1.51 1.062 1.062

49S 0.917 2090.970 2090.970

50S 0.101 0.143 0.045

51S 0.865 0.999 0.561

52S 0.101 0.046 0.143

53S 0.857 0.547 0.999

54S 1.56 1805.615 1805.615

55S 0.216 0.326 0.206

56S 0.485 0.437 0.248

57S 0.216 0.206 0.326

58S 0.476 0.233 0.437

59S 0.77 1003.419 1003.419

60S 0.499 0.582 0.443

61S 0.502 0.447 0.586

61AS 0.177 0.248 0.248

62S 0.253 0.265 0.137

63S 0.208 0.137 0.240

64S 0.385 0.425 0.276

65S 0.385 0.276 0.425

66S 0.475 0.595 0.354

67S 0.475 0.354 0.595

68S 0.59 0.435 0.435

68AS 0.629 0.334 0.334

69S 0.59 0.435 0.435

69AS 0.629 0.334 0.334

70S 0.59 0.435 0.435

70AS 0.629 0.334 0.334

71S 0.59 0.435 0.435

71AS 0.629 0.334 0.334

72S 0.152 0.203 0.117

73S 0.0728 0.108 0.045

74S 0.108 0.122 0.122


75S 0.0541 0.046 0.077

76S 0.0461 0.063 0.014

77S 0.0817 0.121 0.051

78S 0.121 0.137 0.137

79S 0.0607 0.051 0.086

80S 0.0517 0.070 0.016

81S 0.0538 0.000 0.045

82S 0.0538 0.000 0.045

83S 0.0538 0.000 0.045

59SF0.17S 0.53 0.362 0.362

59SF0.33S 0.512 0.347 0.347

59SF0.50S 0.494 0.332 0.332

59SF0.67S 0.467 0.310 0.310

59SF0.83S 0.461 0.305 0.305

61SF0.17S 0.162 0.132 0.244

61SF0.33S 0.267 0.292 0.385

61SF0.50S 0.143 0.132 0.213

61SF0.67S 0.228 0.277 0.331

61SF0.83S 0.126 0.132 0.183

60SF0.17S 0.162 0.244 0.132

60SF0.33S 0.267 0.385 0.292

60SF0.50S 0.143 0.213 0.132

60SF0.67S 0.228 0.331 0.277

60SF0.83S 0.126 0.183 0.132

59XF0.17S 0.53 0.362 0.362

59XF0.33S 0.512 0.347 0.347

59XF0.50S 0.494 0.332 0.332

59XF0.67S 0.467 0.310 0.310

59XF0.83S 0.461 0.305 0.305

61XF0.17S 0.162 0.132 0.244

61XF0.33S 0.267 0.292 0.385

61XF0.50S 0.143 0.132 0.213

61XF0.67S 0.228 0.277 0.331

61XF0.83S 0.126 0.132 0.183

60XF0.17S 0.162 0.244 0.132

60XF0.33S 0.267 0.385 0.292

60XF0.50S 0.143 0.213 0.132

60XF0.67S 0.228 0.331 0.277

60XF0.83S 0.126 0.183 0.132

61XYF0.17S 0.162 0.132 0.244

61XYF0.33S 0.267 0.292 0.385

61XYF0.50S 0.143 0.132 0.213

61XYF0.67S 0.228 0.277 0.331

61XYF0.83S 0.126 0.132 0.183

59XYF0.17S 0.53 0.362 0.362

59XYF0.33S 0.512 0.347 0.347

59XYF0.50S 0.494 0.332 0.332

59XYF0.67S 0.467 0.310 0.310

59XYF0.83S 0.461 0.305 0.305

60XYF0.17S 0.162 0.244 0.132

60XYF0.33S 0.267 0.385 0.292

60XYF0.50S 0.143 0.213 0.132

60XYF0.67S 0.228 0.331 0.277

60XYF0.83S 0.126 0.183 0.132

60YF0.17S 0.162 0.244 0.132

60YF0.33S 0.267 0.385 0.292

60YF0.50S 0.143 0.213 0.132

60YF0.67S 0.228 0.331 0.277

60YF0.83S 0.126 0.183 0.132

61YF0.17S 0.162 0.132 0.244

61YF0.33S 0.267 0.292 0.385


61YF0.50S 0.143 0.132 0.213

61YF0.67S 0.228 0.277 0.331

61YF0.83S 0.126 0.132 0.183

59YF0.17S 0.53 0.362 0.362

59YF0.33S 0.512 0.347 0.347

59YF0.50S 0.494 0.332 0.332

59YF0.67S 0.467 0.310 0.310

59YF0.83S 0.461 0.305 0.305

21X 0.548 0.642 0.510

21XY 0.548 0.642 0.510

21Y 0.548 0.642 0.510

22X 0.466 0.576 0.470

22XY 0.466 0.576 0.470

22Y 0.468 0.576 0.478

23X 0.659 3075.190 1339.436

23XY 0.659 3075.190 1339.436

23Y 0.699 3075.246 1339.426

24X 0.487 0.514 0.514

24XY 0.487 0.514 0.514

24Y 0.487 0.514 0.514

25X 0.704 0.745 0.653

25XY 0.704 0.745 0.653

25Y 0.706 0.745 0.661

26X 0.953 2827.127 1681.688

26XY 0.953 2827.127 1681.688

26Y 0.993 2827.183 1681.678

27X 0.857 0.632 0.636

27XY 0.857 0.632 0.636

27Y 0.857 0.632 0.636

28X 1.1 0.871 0.779

28XY 1.1 0.871 0.779

28Y 1.11 0.871 0.787

29X 0.724 0.498 0.498

29XY 0.724 0.498 0.498

29Y 0.724 0.498 0.498

30X 0.521 0.281 0.281

30XY 0.521 0.281 0.281

30Y 0.521 0.281 0.281

31X 0.896 0.647 0.647

31XY 0.896 0.647 0.647

31Y 0.896 0.647 0.647

32X 0.687 2264.296 2264.296

32XY 0.687 2264.296 2264.296

32Y 0.687 2264.296 2264.296

33X 1.18 0.822 0.822

33XY 1.18 0.822 0.822

33Y 1.18 0.822 0.822

34Y 0.208 0.202 0.090

35Y 0.208 0.203 0.090

38Y 0.208 0.202 0.090

39Y 0.208 0.203 0.090

42Y 0.223 0.219 0.100

43Y 0.224 0.219 0.100

46Y 0.788 0.935 0.548

47X 0.788 0.548 0.935

48X 1.51 1.062 1.062

48XY 1.51 1.062 1.062

48Y 1.51 1.062 1.062

49X 0.917 2090.970 2090.970

49XY 0.917 2090.970 2090.970

49Y 0.917 2090.970 2090.970


50X 0.101 0.143 0.045

50XY 0.101 0.143 0.045

50Y 0.101 0.143 0.045

51Y 0.865 0.999 0.561

52X 0.101 0.046 0.143

52XY 0.101 0.046 0.143

52Y 0.101 0.046 0.143

53X 0.857 0.547 0.999

54X 1.56 1805.615 1805.615

54XY 1.56 1805.615 1805.615

54Y 1.56 1805.615 1805.615

55X 0.216 0.326 0.206

55XY 0.216 0.326 0.206

55Y 0.216 0.326 0.206

56Y 0.485 0.437 0.248

57X 0.216 0.206 0.326

57XY 0.216 0.206 0.326

57Y 0.216 0.206 0.326

58X 0.476 0.233 0.437

59X 0.77 1003.419 1003.419

59XY 0.77 1003.419 1003.419

59Y 0.77 1003.419 1003.419

60X 0.499 0.582 0.443

60XY 0.499 0.582 0.443

60Y 0.499 0.582 0.443

61X 0.502 0.447 0.586

61XY 0.502 0.447 0.586

61Y 0.502 0.447 0.586

61AX 0.177 0.248 0.248

61AXY 0.177 0.248 0.248

61AY 0.177 0.248 0.248

62Y 0.253 0.265 0.137

63X 0.208 0.137 0.240

64Y 0.385 0.425 0.276

65X 0.385 0.276 0.425

66Y 0.475 0.595 0.354

67X 0.475 0.354 0.595

72X 0.152 0.203 0.117

72XY 0.152 0.203 0.117

72Y 0.152 0.203 0.117

73X 0.0728 0.108 0.045

73XY 0.0728 0.108 0.045

73Y 0.0728 0.108 0.045

74X 0.108 0.122 0.122

74XY 0.108 0.122 0.122

74Y 0.108 0.122 0.122

75X 0.0541 0.046 0.077

75XY 0.0541 0.046 0.077

75Y 0.0541 0.046 0.077

76Y 0.0461 0.063 0.014

77X 0.0817 0.121 0.051

77XY 0.0817 0.121 0.051

77Y 0.0817 0.121 0.051

78X 0.121 0.137 0.137

78XY 0.121 0.137 0.137

78Y 0.121 0.137 0.137

79X 0.0607 0.051 0.086

79XY 0.0607 0.051 0.086

79Y 0.0607 0.051 0.086

80Y 0.0517 0.070 0.016

Total 121 79566.256 61100.784


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 4.700 5.317 3.110 2.299 1.065

SEC-2 0.983 1.248 1.229 0.480 0.455

SEC-3 5.035 5.527 3.531 2.252 0.750

SEC-4 3.893 4.111 4.111 1.535 1.535

SEC-5 5.941 6.073 4.174 2.449 0.881

SEC-6 6.859 5.057 5.090 1.889 1.945

SEC-7 7.780 6.760 4.718 2.703 1.003

SEC-8 25.157 18.471 18.130 6.684 6.684

SEC-9 35.085 28.136 27.720 9.067 9.067

SEC-10 25.748 23.115 23.115 9.109 9.109

Total 121.181 103.816 94.928 38.466 32.493

Manually Input Dead Loads and Drag Areas:

Load Attach Vertical Transverse Longitudinal

Point Point Dead Wind Wind

Label Load Area Area

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

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

V-1 1P 0.000 587.484 1749.200

V-2 1X 0.000 587.484 1749.200

V-3 1XY 0.000 587.484 1749.200

V-4 1Y 0.000 587.484 1749.200

V-5 23S 0.000 1338.830 3074.490

V-6 23X 0.000 1338.830 3074.490

V-7 23XY 0.000 1338.830 3074.490

V-8 23Y 0.000 1338.830 3074.490

V-9 26S 0.000 1680.940 2826.300

V-10 26X 0.000 1680.940 2826.300

V-11 26XY 0.000 1680.940 2826.300

V-12 26Y 0.000 1680.940 2826.300

V-13 2P 0.000 2199.890 2771.300

V-14 2X 0.000 2199.890 2771.300

V-15 2XY 0.000 2199.890 2771.300

V-16 2Y 0.000 2199.890 2771.300

V-17 32S 0.000 2263.920 2263.920

V-18 32X 0.000 2263.920 2263.920

V-19 32XY 0.000 2263.920 2263.920

V-20 32Y 0.000 2263.920 2263.920

V-21 3P 0.000 2282.530 2282.530

V-22 3X 0.000 2282.530 2282.530

V-23 3XY 0.000 2282.530 2282.530

V-24 3Y 0.000 2282.530 2282.530

V-25 49S 0.000 2090.460 2090.460

V-26 49X 0.000 2090.460 2090.460

V-27 49XY 0.000 2090.460 2090.460

V-28 49Y 0.000 2090.460 2090.460

V-29 54S 0.000 1804.480 1804.480

V-30 54X 0.000 1804.480 1804.480

V-31 54XY 0.000 1804.480 1804.480

V-32 54Y 0.000 1804.480 1804.480

V-33 59S 0.000 1002.930 1002.930

V-34 59X 0.000 1002.930 1002.930

V-35 59XY 0.000 1002.930 1002.930

V-36 59Y 0.000 1002.930 1002.930


Total 0.000 61005.856 79462.440

** Loads Data

Loads from file: d:\my documents\tdd\deflexion fermi.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 -32.00 (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 -32.00 (m)

Z of structure top (highest joint) 17.30 (m)

Structure height 52.30 (m)

Structure height above ground 49.30 (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 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 11 loads Wind on Face 1 0 0.000 0.000

1A 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 11 loads Wind on Face 1 0 0.000 0.000

1D 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 1 0 0.000 0.000




3 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 11 loads Wind on Face 0.7071 0.7071 0.000 0.000

3A 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 11 loads Wind on Face 0.7071 0.7071 0.000 0.000

3D 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0.7071 0.7071 0.000 0.000



4D 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on All 1 0 0.000 0.000


5A 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 1 0.000 0.000





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

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

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


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

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

7G 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 9 loads Wind on Face 0 0 0.000 0.000

7H 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 11 loads Wind on Face 0 0 0.000 0.000














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


12C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 3 loads Wind on Face 0 0 0.000 0.000


12E 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads 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)

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

4X 13440 27566 3139

4P 13440 27566 3139

7P 18247 29528 45910.8

7Y 18247 29528 -39632.2

6P 36493 59056 6278

10P 18247 29528 45910.8

10Y 18247 29528 -39632.2

9P 36493 59056 6278

13P 18247 29528 45910.8

13Y 18247 29528 -39632.2

12P 36493 59056 6278

Point Loads for Load Case "1A":



(N) (N) (N)

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

4X -7651.8 27566 3139

4P -7651.8 27566 3139

7P -7063.2 29528 45910.8

7Y -7063.2 29528 -39632.2

6P -14126.4 59056 6278

10P -7063.2 29528 45910.8

10Y -7063.2 29528 -39632.2

9P -14126.4 59056 6278

13P -7063.2 29528 45910.8

13Y -7063.2 29528 -39632.2

12P -14126.4 59056 6278


Point Loads for Load Case "1D":



(N) (N) (N)

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

4X 13440 27566 3139

4P 13440 27566 3139

6P 36493 59056 6278

9P 36493 59056 6278

12P 36493 59056 6278




(N) (N) (N)

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

4X 13439.7 17756.1 2550.6

4P 13439.7 17756.1 2550.6

7P 18246.6 19178.5 35708.4

7Y 18246.6 19178.5 -29331.9

6P 36493.2 38357.1 6376.5

10P 18246.6 19178.5 35708.4

10Y 18246.6 19178.5 -29331.9

9P 36493.2 38357.1 6376.5

13P 18246.6 19178.5 35708.4

13Y 18246.6 19178.5 -29331.9

12P 36493.2 38357.1 6376.5




(N) (N) (N)

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

4X -7651.8 17756.1 2550.6

4P -7651.8 17756.1 2550.6

7P -7063.2 19178.5 35708.4

7Y -7063.2 19178.5 -29331.9

6P -14126.4 38357.1 6376.5

10P -7063.2 19178.5 35708.4

10Y -7063.2 19178.5 -29331.9

9P -14126.4 38357.1 6376.5

13P -7063.2 19178.5 35708.4

13Y -7063.2 19178.5 -29331.9

12P -14126.4 38357.1 6376.5





(N) (N) (N)

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

4X 13439.7 17756.1 2550.6

4P 13439.7 17756.1 2550.6

6P 36493.2 38357.1 6376.5

9P 36493.2 38357.1 6376.5

12P 36493.2 38357.1 6376.5




(N) (N) (N)

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

4X 13439.7 21582 2550.6

4P 13439.7 21582 2550.6

7P 18246.6 23249.7 38749.5

7Y 18246.6 23249.7 -33059.7

6P 36493.2 46499.4 5689.8

10P 18246.6 23249.7 38749.5

10Y 18246.6 23249.7 -33059.7

9P 36493.2 46499.4 5689.8

13P 18246.6 23249.7 38749.5

13Y 18246.6 23249.7 -33059.7

12P 36493.2 46499.4 5689.8




(N) (N) (N)

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

4X -7651.8 21582 2550.6

4P -7651.8 21582 2550.6

7P -7063.2 23249.7 38749.5

7Y -7063.2 23249.7 -33059.7

6P -14126.4 46499.4 5689.8

10P -7063.2 23249.7 38749.5

10Y -7063.2 23249.7 -33059.7

9P -14126.4 46499.4 5689.8

13P -7063.2 23249.7 38749.5

13Y -7063.2 23249.7 -33059.7

12P -14126.4 46499.4 5689.8





(N) (N) (N)

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

4X 13439.7 21582 2550.6

4P 13439.7 21582 2550.6

6P 36493.2 46499.4 5689.8

9P 36493.2 46499.4 5689.8

12P 36493.2 46499.4 5689.8




(N) (N) (N)

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

4X 11477.7 7848 21974.4

4P 11477.7 7848 21974.4

7P 30116.7 18050.4 45910.8

6P 30116.7 18050.4 45910.8

10P 30116.7 18050.4 45910.8

9P 30116.7 18050.4 45910.8

13P 30116.7 18050.4 45910.8

12P 30116.7 18050.4 45910.8




(N) (N) (N)

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

4X -7651.8 7848 21974.4

4P -7651.8 7848 21974.4

7P -15794.1 18050.4 45910.8

6P -15794.1 18050.4 45910.8

10P -15794.1 18050.4 45910.8

9P -15794.1 18050.4 45910.8

13P -15794.1 18050.4 45910.8

12P -15794.1 18050.4 45910.8





(N) (N) (N)

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

4X 11477.7 7848 21974.4

4P 11477.7 7848 21974.4

6P 30116.7 18050.4 45910.8

9P 30116.7 18050.4 45910.8

12P 30116.7 18050.4 45910.8




(N) (N) (N)

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

4X 11477.7 6376.5 18050.4

4P 11477.7 6376.5 18050.4

7P 30116.7 13341.6 40221

6P 30116.7 13341.6 40221

10P 30116.7 13341.6 40221

9P 30116.7 13341.6 40221

13P 30116.7 13341.6 40221

12P 30116.7 13341.6 40221




(N) (N) (N)

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

4X -7651.8 6376.5 18050.4

4P -7651.8 6376.5 18050.4

7P -15794.1 13341.6 40221

6P -15794.1 13341.6 40221

10P -15794.1 13341.6 40221

9P -15794.1 13341.6 40221

13P -15794.1 13341.6 40221

12P -15794.1 13341.6 40221





(N) (N) (N)

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

4X 11477.7 6376.5 18050.4

4P 11477.7 6376.5 18050.4

6P 30116.7 13341.6 40221

9P 30116.7 13341.6 40221

12P 30116.7 13341.6 40221




(N) (N) (N)

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

4X 11477.7 6768.9 18246.6

4P 11477.7 6768.9 18246.6

7P 30116.7 15107.4 39436.2

6P 30116.7 15107.4 39436.2

10P 30116.7 15107.4 39436.2

9P 30116.7 15107.4 39436.2

13P 30116.7 15107.4 39436.2

12P 30116.7 15107.4 39436.2




(N) (N) (N)

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

4X -7800 6900 18600

4P -7800 6900 18600

7P -16100 15400 40200

6P -16100 15400 40200

10P -16100 15400 40200

9P -16100 15400 40200

13P -16100 15400 40200

12P -16100 15400 40200





(N) (N) (N)

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

4X 11477.7 6768.9 18246.6

4P 11477.7 6768.9 18246.6

6P 30116.7 15107.4 39436.2

9P 30116.7 15107.4 39436.2

12P 30116.7 15107.4 39436.2




(N) (N) (N)

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

4P 25211.7 17952.3 11673.9

Point Loads for Load Case "7B":



(N) (N) (N)

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

4P 15205.5 17952.3 0

6P 57780.9 37474.2 24426.9

Point Loads for Load Case "7C":



(N) (N) (N)

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

4P 15205.5 17952.3 0

6P 41398.2 37474.2 0

9P 57780.9 37474.2 24426.9





(N) (N) (N)

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

4P 15205.5 17952.3 0

6P 41398.2 37474.2 0

9P 41398.2 37474.2 0

12P 57780.9 37474.2 24426.9

Point Loads for Load Case "7E":



(N) (N) (N)

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

4X 25211.7 17952.3 11673.9

4P 15205.5 17952.3 0

6P 41398.2 37474.2 0

9P 41398.2 37474.2 0

12P 41398.2 37474.2 0

Point Loads for Load Case "7F":



(N) (N) (N)

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

4X 15205.5 17952.3 0

4P 15205.5 17952.3 0

7P 57780.9 18737.1 24426.9

7Y 0 18737.1 0

6P 41398.2 37474.2 0

9P 41398.2 37474.2 0

12P 41398.2 37474.2 0


Point Loads for Load Case "7G":



(N) (N) (N)

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

4X 15205.5 17952.3 0

4P 15205.5 17952.3 0

7P 20699.1 18737.1 0

7Y 20699.1 18737.1 0

6P 41398.2 37474.2 0

10P 57780.9 18737.1 24426.9

10Y 0 18737.1 0

9P 41398.2 37474.2 0

12P 41398.2 37474.2 0

Point Loads for Load Case "7H":



(N) (N) (N)

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

4X 15205.5 17952.3 0

4P 15205.5 17952.3 0

7P 20699.1 18737.1 0

7Y 20699.1 18737.1 0

6P 41398.2 37474.2 0

10P 20699.1 18737.1 0

10Y 20699.1 18737.1 0

9P 41398.2 37474.2 0

13P 57780.9 18737.1 24426.9

13Y 0 18737.1 0

12P 41398.2 37474.2 0





(N) (N) (N)

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

4X 15205.5 17952.3 0

4P 25506 17952.3 0

7P 20699.1 18737.1 0

7Y 20699.1 18737.1 0

6P 41398.2 37474.2 0

10P 20699.1 18737.1 0

10Y 20699.1 18737.1 0

9P 41398.2 37474.2 0

13P 20699.1 18737.1 0

13Y 20699.1 18737.1 0

12P 41398.2 37474.2 0




(N) (N) (N)

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

4X 15205.5 17952.3 0

4P 15205.5 17952.3 0

7P 20699.1 18737.1 0

7Y 20699.1 18737.1 0

6P 62097.3 37474.2 0

10P 20699.1 18737.1 0

10Y 20699.1 18737.1 0

9P 41398.2 37474.2 0

13P 20699.1 18737.1 0

13Y 20699.1 18737.1 0

12P 41398.2 37474.2 0





(N) (N) (N)

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

4X 15205.5 17952.3 0

4P 15205.5 17952.3 0

7P 20699.1 18737.1 0

7Y 20699.1 18737.1 0

6P 41398.2 37474.2 0

10P 20699.1 18737.1 0

10Y 20699.1 18737.1 0

9P 62097.3 37474.2 0

13P 20699.1 18737.1 0

13Y 20699.1 18737.1 0

12P 41398.2 37474.2 0




(N) (N) (N)

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

4X 15205.5 17952.3 0

4P 15205.5 17952.3 0

7P 20699.1 18737.1 0

7Y 20699.1 18737.1 0

6P 41398.2 37474.2 0

10P 20699.1 18737.1 0

10Y 20699.1 18737.1 0

9P 41398.2 37474.2 0

13P 20699.1 18737.1 0

13Y 20699.1 18737.1 0

12P 62097.3 37474.2 0





(N) (N) (N)

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

4X 13439.7 4022.1 3727.8

4P 13439.7 4022.1 3727.8

7P 18246.6 4905 45910.8

7Y 18246.6 4905 -38553.3

6P 36493.2 9810 7357.5

10P 18246.6 4905 45910.8

10Y 18246.6 4905 -38553.3

9P 36493.2 9810 7357.5

13P 18246.6 4905 45910.8

13Y 18246.6 4905 -38553.3

12P 36493.2 9810 7357.5




(N) (N) (N)

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

4X -7651.8 4022.1 3727.8

4P -7651.8 4022.1 3727.8

7P -7063.2 4905 45910.8

7Y -7063.2 4905 -38553.3

6P -14126.4 9810 7357.5

10P -7063.2 4905 45910.8

10Y -7063.2 4905 -38553.3

9P -14126.4 9810 7357.5

13P -7063.2 4905 45910.8

13Y -7063.2 4905 -38553.3

12P -14126.4 9810 7357.5




(N) (N) (N)

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

4X 13439.7 4022.1 3727.8

4P 13439.7 4022.1 3727.8

6P 36493.2 9810 7357.5

9P 36493.2 9810 7357.5

12P 36493.2 9810 7357.5





(N) (N) (N)

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

4X 13439.7 0 2943

4P 13439.7 0 2943

7P 18246.6 0 35708.4

7Y 18246.6 0 -28449

6P 36493.2 0 7259.4

10P 18246.6 0 35708.4

10Y 18246.6 0 -28449

9P 36493.2 0 7259.4

13P 18246.6 0 35708.4

13Y 18246.6 0 -28449

12P 36493.2 0 7259.4




(N) (N) (N)

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

4X -7651.8 0 2943

4P -7651.8 0 2943

7P -7063.2 0 35708.4

7Y -7063.2 0 -28449

6P -14126.4 0 7259.4

10P -7063.2 0 35708.4

10Y -7063.2 0 -28449

9P -14126.4 0 7259.4

13P -7063.2 0 35708.4

13Y -7063.2 0 -28449

12P -14126.4 0 7259.4




(N) (N) (N)

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

4X 13439.7 0 2943

4P 13439.7 0 2943

6P 36493.2 0 7259.4

9P 36493.2 0 7259.4

12P 36493.2 0 7259.4





(N) (N) (N)

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

4X 13439.7 2060.1 2943

4P 13439.7 2060.1 2943

7P 18246.6 2452.5 38749.5

7Y 18246.6 2452.5 -32176.8

6P 36493.2 4905 6572.7

10P 18246.6 2452.5 38749.5

10Y 18246.6 2452.5 -32176.8

9P 36493.2 4905 6572.7

13P 18246.6 2452.5 38749.5

13Y 18246.6 2452.5 -32176.8

12P 36493.2 4905 6572.7




(N) (N) (N)

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

4X -7651.8 2060.1 2943

4P -7651.8 2060.1 2943

7P -7063.2 2452.5 38749.5

7Y -7063.2 2452.5 -32176.8

6P -14126.4 4905 6572.7

10P -7063.2 2452.5 38749.5

10Y -7063.2 2452.5 -32176.8

9P -14126.4 4905 6572.7

13P -7063.2 2452.5 38749.5

13Y -7063.2 2452.5 -32176.8

12P -14126.4 4905 6572.7




(N) (N) (N)

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

4X 13439.7 2060.1 2943

4P 13439.7 2060.1 2943

6P 36493.2 4905 6572.7

9P 36493.2 4905 6572.7

12P 36493.2 4905 6572.7





(N) (N) (N)

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

4P 25211.7 0 11673.9




(N) (N) (N)

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

4P 15205.5 0 0

6P 57780.9 0 24426.9

Point Loads for Load Case "12C":



(N) (N) (N)

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

4P 15205.5 0 0

6P 41398.2 0 0

9P 57780.9 0 24426.9




(N) (N) (N)

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

4P 15205.5 0 0

6P 41398.2 0 0

9P 41398.2 0 0

12P 57780.9 0 24426.9


Point Loads for Load Case "12E":



(N) (N) (N)

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

4X 25211.7 0 11673.9

4P 15205.5 0 0

6P 41398.2 0 0

9P 41398.2 0 0

12P 41398.2 0 0




(N) (N) (N)

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

4X 15205.5 0 0

4P 15205.5 0 0

7P 57780.9 0 24426.9

6P 41398.2 0 0

9P 41398.2 0 0

12P 41398.2 0 0




(N) (N) (N)

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

4X 15205.5 0 0

4P 15205.5 0 0

7P 41398.2 0 0

6P 41398.2 0 0

10P 57780.9 0 24426.9

9P 41398.2 0 0

12P 41398.2 0 0





(N) (N) (N)

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

4X 15205.5 0 0

4P 15205.5 0 0

7P 41398.2 0 0

6P 41398.2 0 0

10P 41398.2 0 0

9P 41398.2 0 0

13P 57780.9 0 24426.9

12P 41398.2 0 0




(N) (N) (N)

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

4X 15205.5 0 0

4P 25506 0 0

7P 20699.1 0 0

7Y 20699.1 0 0

6P 41398.2 0 0

10P 20699.1 0 0

10Y 20699.1 0 0

9P 41398.2 0 0

13P 20699.1 0 0

13Y 20699.1 0 0

12P 41398.2 0 0





(N) (N) (N)

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

4X 15205.5 0 0

4P 15205.5 0 0

7P 20699.1 0 0

7Y 20699.1 0 0

6P 62097.3 0 0

10P 20699.1 0 0

10Y 20699.1 0 0

9P 41398.2 0 0

13P 20699.1 0 0

13Y 20699.1 0 0

12P 41398.2 0 0




(N) (N) (N)

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

4X 15205.5 0 0

4P 15205.5 0 0

7P 20699.1 0 0

7Y 20699.1 0 0

6P 41398.2 0 0

10P 20699.1 0 0

10Y 20699.1 0 0

9P 62097.3 0 0

13P 20699.1 0 0

13Y 20699.1 0 0

12P 41398.2 0 0





(N) (N) (N)

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

4X 15205.5 0 0

4P 15205.5 0 0

7P 20699.1 0 0

7Y 20699.1 0 0

6P 41398.2 0 0

10P 20699.1 0 0

10Y 20699.1 0 0

9P 41398.2 0 0

13P 20699.1 0 0

13Y 20699.1 0 0

12P 62097.3 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) % %

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

68S -139.45 0.0 -142.69 0.0 914.68 0.0 0.0 936.19 0.0 -11.93 0.0 12.9 0.0 0.12 0.0 0.0

69S 89.83 0.0 -92.56 0.0 -584.25 0.0 0.0 598.32 0.0 -7.16 0.0 -8.0 0.0 0.10 0.0 0.0

70S -111.80 0.0 -115.02 0.0 -731.09 0.0 0.0 748.48 0.0 -9.26 0.0 10.2 0.0 -0.12 0.0 0.0

71S 117.46 0.0 -120.21 0.0 767.68 0.0 0.0 785.86 0.0 -9.83 0.0 -10.7 0.0 -0.10 0.0 0.0

Joint Support Reactions for Load Case "1A":




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

68S -126.22 0.0 -129.47 0.0 828.21 0.0 0.0 847.72 0.0 -10.71 0.0 11.7 0.0 0.12 0.0 0.0

69S 103.06 0.0 -105.79 0.0 -670.73 0.0 0.0 686.80 0.0 -8.38 0.0 -9.2 0.0 0.09 0.0 0.0

70S -125.02 0.0 -128.25 0.0 -817.56 0.0 0.0 836.95 0.0 -10.48 0.0 11.5 0.0 -0.12 0.0 0.0

71S 104.24 0.0 -106.98 0.0 681.21 0.0 0.0 697.39 0.0 -8.61 0.0 -9.4 0.0 -0.10 0.0 0.0

Joint Support Reactions for Load Case "1D":




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

68S -92.73 0.0 -87.49 0.0 596.24 0.0 0.0 609.71 0.0 -9.62 0.0 8.0 0.0 -0.22 0.0 0.0

69S 60.90 0.0 -54.99 0.0 -381.09 0.0 0.0 389.82 0.0 -6.46 0.0 -4.7 0.0 -0.25 0.0 0.0

70S -69.38 0.0 -72.39 0.0 -467.89 0.0 0.0 478.51 0.0 -6.46 0.0 7.4 0.0 -0.09 0.0 0.0

71S 76.09 0.0 -78.46 0.0 510.28 0.0 0.0 521.85 0.0 -7.11 0.0 -7.8 0.0 -0.05 0.0 0.0






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

68S -112.24 0.0 -106.52 0.0 706.10 0.0 0.0 722.86 0.0 -10.27 0.0 8.5 0.0 -0.27 0.0 0.0

69S 23.17 0.0 -26.32 0.0 -179.21 0.0 0.0 182.61 0.0 -3.14 0.0 -4.1 0.0 0.12 0.0 0.0

70S -84.59 0.0 -78.84 0.0 -522.50 0.0 0.0 535.14 0.0 -7.60 0.0 5.8 0.0 0.27 0.0 0.0

71S 50.79 0.0 -53.96 0.0 362.62 0.0 0.0 370.11 0.0 -5.82 0.0 -6.8 0.0 -0.12 0.0 0.0





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

68S -99.01 0.0 -93.29 0.0 619.63 0.0 0.0 634.39 0.0 -9.05 0.0 7.3 0.0 -0.27 0.0 0.0

69S 36.40 0.0 -39.54 0.0 -265.68 0.0 0.0 271.06 0.0 -4.37 0.0 -5.3 0.0 0.12 0.0 0.0

70S -97.82 0.0 -92.07 0.0 -608.97 0.0 0.0 623.61 0.0 -8.82 0.0 7.1 0.0 0.27 0.0 0.0

71S 37.56 0.0 -40.74 0.0 276.14 0.0 0.0 281.65 0.0 -4.59 0.0 -5.6 0.0 -0.12 0.0 0.0





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

68S -80.74 0.0 -66.73 0.0 486.97 0.0 0.0 498.11 0.0 -9.28 0.0 5.0 0.0 -0.61 0.0 0.0

69S 9.61 0.0 -4.31 0.0 -76.29 0.0 0.0 77.02 0.0 -3.78 0.0 -2.2 0.0 -0.22 0.0 0.0

70S -57.33 0.0 -51.69 0.0 -358.62 0.0 0.0 366.83 0.0 -6.10 0.0 4.4 0.0 0.29 0.0 0.0

71S 24.72 0.0 -27.84 0.0 205.48 0.0 0.0 208.83 0.0 -4.41 0.0 -5.4 0.0 -0.09 0.0 0.0





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

68S -127.04 0.0 -125.95 0.0 811.80 0.0 0.0 831.28 0.0 -10.69 0.0 10.3 0.0 -0.07 0.0 0.0

69S 51.67 0.0 -56.72 0.0 -356.56 0.0 0.0 364.72 0.0 -4.45 0.0 -6.0 0.0 0.20 0.0 0.0

70S -99.39 0.0 -98.28 0.0 -628.21 0.0 0.0 643.57 0.0 -8.01 0.0 7.7 0.0 0.07 0.0 0.0

71S 79.30 0.0 -84.36 0.0 539.98 0.0 0.0 552.26 0.0 -7.12 0.0 -8.7 0.0 -0.20 0.0 0.0





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

68S -113.81 0.0 -112.72 0.0 725.33 0.0 0.0 742.81 0.0 -9.46 0.0 9.1 0.0 -0.06 0.0 0.0

69S 64.90 0.0 -69.94 0.0 -443.03 0.0 0.0 453.19 0.0 -5.67 0.0 -7.2 0.0 0.20 0.0 0.0

70S -112.62 0.0 -111.51 0.0 -714.68 0.0 0.0 732.04 0.0 -9.23 0.0 8.9 0.0 0.07 0.0 0.0

71S 66.07 0.0 -71.14 0.0 453.51 0.0 0.0 463.78 0.0 -5.90 0.0 -7.4 0.0 -0.21 0.0 0.0





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

68S -89.83 0.0 -80.79 0.0 556.75 0.0 0.0 569.71 0.0 -9.15 0.0 6.4 0.0 -0.39 0.0 0.0

69S 31.37 0.0 -28.32 0.0 -211.11 0.0 0.0 215.30 0.0 -4.45 0.0 -3.5 0.0 -0.12 0.0 0.0

70S -66.86 0.0 -65.30 0.0 -428.36 0.0 0.0 438.43 0.0 -6.11 0.0 5.6 0.0 0.11 0.0 0.0

71S 46.93 0.0 -51.40 0.0 340.25 0.0 0.0 347.30 0.0 -5.21 0.0 -6.6 0.0 -0.15 0.0 0.0






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

68S -132.84 0.0 -141.75 0.0 891.60 0.0 0.0 912.52 0.0 -10.84 0.0 13.6 0.0 0.40 0.0 0.0

69S -51.27 0.0 46.87 0.0 344.26 0.0 0.0 351.20 0.0 6.91 0.0 5.6 0.0 0.15 0.0 0.0

70S -110.35 0.0 -114.96 0.0 -727.59 0.0 0.0 744.83 0.0 -9.08 0.0 10.5 0.0 -0.24 0.0 0.0

71S -24.94 0.0 24.80 0.0 -183.44 0.0 0.0 186.78 0.0 3.91 0.0 3.9 0.0 0.01 0.0 0.0





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

68S -120.78 0.0 -128.85 0.0 807.23 0.0 0.0 826.32 0.0 -9.60 0.0 12.1 0.0 0.36 0.0 0.0

69S -39.34 0.0 34.11 0.0 260.85 0.0 0.0 266.00 0.0 5.69 0.0 4.1 0.0 0.19 0.0 0.0

70S -122.41 0.0 -126.19 0.0 -801.04 0.0 0.0 820.11 0.0 -10.08 0.0 11.2 0.0 -0.20 0.0 0.0

71S -36.87 0.0 35.89 0.0 -255.93 0.0 0.0 261.05 0.0 4.89 0.0 4.6 0.0 -0.03 0.0 0.0





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

68S -100.58 0.0 -73.88 0.0 574.73 0.0 0.0 588.12 0.0 -12.44 0.0 4.2 0.0 -0.96 0.0 0.0

69S -7.76 0.0 39.03 0.0 166.13 0.0 0.0 170.83 0.0 -1.69 0.0 7.9 0.0 -1.19 0.0 0.0

70S -53.22 0.0 -86.98 0.0 -460.56 0.0 0.0 471.71 0.0 -1.51 0.0 11.9 0.0 -1.29 0.0 0.0

71S -20.11 0.0 -9.12 0.0 -45.82 0.0 0.0 50.86 0.0 5.76 0.0 -3.2 0.0 -1.06 0.0 0.0





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

68S -124.38 0.0 -122.80 0.0 801.90 0.0 0.0 820.73 0.0 -11.17 0.0 10.7 0.0 -0.07 0.0 0.0

69S -78.48 0.0 74.62 0.0 491.34 0.0 0.0 503.14 0.0 6.94 0.0 5.8 0.0 0.14 0.0 0.0

70S -101.35 0.0 -96.59 0.0 -638.04 0.0 0.0 653.22 0.0 -9.24 0.0 7.8 0.0 0.19 0.0 0.0

71S -52.70 0.0 51.96 0.0 -330.37 0.0 0.0 338.55 0.0 4.11 0.0 3.9 0.0 -0.02 0.0 0.0





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

68S -112.34 0.0 -109.91 0.0 717.59 0.0 0.0 734.60 0.0 -9.94 0.0 9.2 0.0 -0.11 0.0 0.0

69S -66.57 0.0 61.87 0.0 407.99 0.0 0.0 417.99 0.0 5.73 0.0 4.3 0.0 0.18 0.0 0.0

70S -113.43 0.0 -107.82 0.0 -711.55 0.0 0.0 728.56 0.0 -10.25 0.0 8.5 0.0 0.23 0.0 0.0

71S -64.64 0.0 63.07 0.0 -402.91 0.0 0.0 412.91 0.0 5.10 0.0 4.6 0.0 -0.06 0.0 0.0





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

68S -97.74 0.0 -64.83 0.0 535.38 0.0 0.0 548.08 0.0 -12.80 0.0 2.7 0.0 -1.27 0.0 0.0

69S -37.89 0.0 65.27 0.0 317.73 0.0 0.0 326.57 0.0 -0.92 0.0 7.5 0.0 -1.04 0.0 0.0

70S -54.08 0.0 -74.13 0.0 -420.82 0.0 0.0 430.71 0.0 -3.01 0.0 9.2 0.0 -0.70 0.0 0.0

71S -46.55 0.0 20.92 0.0 -197.80 0.0 0.0 204.28 0.0 5.40 0.0 -2.5 0.0 -0.93 0.0 0.0






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

68S -127.47 0.0 -131.03 0.0 831.86 0.0 0.0 851.71 0.0 -10.38 0.0 11.5 0.0 0.16 0.0 0.0

69S -61.60 0.0 55.37 0.0 389.46 0.0 0.0 398.17 0.0 6.84 0.0 4.9 0.0 0.24 0.0 0.0

70S -104.64 0.0 -104.61 0.0 -667.98 0.0 0.0 684.18 0.0 -8.52 0.0 8.5 0.0 -0.02 0.0 0.0

71S -35.60 0.0 32.93 0.0 -228.50 0.0 0.0 233.59 0.0 3.94 0.0 3.1 0.0 -0.11 0.0 0.0





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

68S -117.14 0.0 -119.92 0.0 759.11 0.0 0.0 777.40 0.0 -9.31 0.0 10.2 0.0 0.12 0.0 0.0

69S -50.41 0.0 43.35 0.0 310.93 0.0 0.0 317.96 0.0 5.70 0.0 3.5 0.0 0.28 0.0 0.0

70S -118.64 0.0 -117.76 0.0 -754.11 0.0 0.0 772.41 0.0 -9.71 0.0 9.4 0.0 0.02 0.0 0.0

71S -48.40 0.0 44.97 0.0 -306.95 0.0 0.0 313.98 0.0 5.01 0.0 4.0 0.0 -0.14 0.0 0.0





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

68S -99.96 0.0 -72.48 0.0 560.63 0.0 0.0 574.06 0.0 -11.91 0.0 3.5 0.0 -1.03 0.0 0.0

69S -23.05 0.0 47.77 0.0 228.12 0.0 0.0 234.20 0.0 -0.81 0.0 6.8 0.0 -0.93 0.0 0.0

70S -56.81 0.0 -81.26 0.0 -446.02 0.0 0.0 456.90 0.0 -2.28 0.0 9.8 0.0 -0.90 0.0 0.0

71S -31.20 0.0 3.94 0.0 -108.25 0.0 0.0 112.72 0.0 5.35 0.0 -3.0 0.0 -1.01 0.0 0.0





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

68S -16.38 0.0 -12.05 0.0 103.67 0.0 0.0 105.64 0.0 -2.73 0.0 1.4 0.0 -0.17 0.0 0.0

69S -0.22 0.0 6.09 0.0 17.59 0.0 0.0 18.62 0.0 -0.87 0.0 0.9 0.0 -0.24 0.0 0.0

70S -2.64 0.0 -4.28 0.0 -30.63 0.0 0.0 31.04 0.0 -0.70 0.0 1.2 0.0 -0.05 0.0 0.0

71S 7.57 0.0 -7.71 0.0 55.76 0.0 0.0 56.80 0.0 -1.07 0.0 -1.1 0.0 0.02 0.0 0.0

Joint Support Reactions for Load Case "7B":




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

68S -34.62 0.0 -25.28 0.0 215.48 0.0 0.0 219.70 0.0 -5.62 0.0 2.8 0.0 -0.38 0.0 0.0

69S 7.98 0.0 2.91 0.0 -28.47 0.0 0.0 29.71 0.0 -2.82 0.0 0.5 0.0 -0.46 0.0 0.0

70S -14.94 0.0 -16.18 0.0 -118.68 0.0 0.0 120.70 0.0 -2.54 0.0 2.9 0.0 -0.01 0.0 0.0

71S 17.14 0.0 -16.87 0.0 125.83 0.0 0.0 128.11 0.0 -2.66 0.0 -2.6 0.0 0.06 0.0 0.0

Joint Support Reactions for Load Case "7C":




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

68S -46.79 0.0 -35.37 0.0 289.39 0.0 0.0 295.27 0.0 -7.05 0.0 3.6 0.0 -0.48 0.0 0.0

69S 16.99 0.0 -5.75 0.0 -93.10 0.0 0.0 94.81 0.0 -4.20 0.0 -0.8 0.0 -0.47 0.0 0.0

70S -23.94 0.0 -23.09 0.0 -171.83 0.0 0.0 175.02 0.0 -3.68 0.0 3.4 0.0 0.09 0.0 0.0

71S 29.31 0.0 -28.69 0.0 211.11 0.0 0.0 215.06 0.0 -4.33 0.0 -4.1 0.0 0.08 0.0 0.0






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

68S -57.74 0.0 -45.30 0.0 354.51 0.0 0.0 362.02 0.0 -7.94 0.0 4.1 0.0 -0.53 0.0 0.0

69S 24.77 0.0 -14.26 0.0 -148.94 0.0 0.0 151.66 0.0 -5.04 0.0 -1.8 0.0 -0.44 0.0 0.0

70S -31.63 0.0 -30.15 0.0 -217.17 0.0 0.0 221.52 0.0 -4.25 0.0 3.8 0.0 0.12 0.0 0.0

71S 40.17 0.0 -40.66 0.0 288.57 0.0 0.0 294.17 0.0 -5.42 0.0 -5.6 0.0 0.03 0.0 0.0

Joint Support Reactions for Load Case "7E":




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

68S -54.82 0.0 -52.99 0.0 374.63 0.0 0.0 382.31 0.0 -6.87 0.0 6.3 0.0 -0.12 0.0 0.0

69S 27.56 0.0 -24.19 0.0 -183.67 0.0 0.0 187.29 0.0 -4.02 0.0 -3.0 0.0 -0.19 0.0 0.0

70S -36.36 0.0 -28.52 0.0 -231.55 0.0 0.0 236.12 0.0 -5.68 0.0 3.3 0.0 0.34 0.0 0.0

71S 51.95 0.0 -42.62 0.0 326.39 0.0 0.0 333.23 0.0 -7.04 0.0 -4.2 0.0 0.41 0.0 0.0

Joint Support Reactions for Load Case "7F":




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

68S -67.71 0.0 -68.89 0.0 468.80 0.0 0.0 478.65 0.0 -7.74 0.0 8.1 0.0 0.00 0.0 0.0

69S 30.42 0.0 -29.34 0.0 -207.51 0.0 0.0 211.77 0.0 -3.87 0.0 -3.5 0.0 -0.10 0.0 0.0

70S -47.89 0.0 -38.45 0.0 -301.75 0.0 0.0 307.94 0.0 -6.92 0.0 4.0 0.0 0.39 0.0 0.0

71S 60.76 0.0 -49.11 0.0 374.03 0.0 0.0 382.10 0.0 -7.92 0.0 -4.4 0.0 0.50 0.0 0.0

Joint Support Reactions for Load Case "7G":




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

68S -77.13 0.0 -78.98 0.0 524.73 0.0 0.0 536.22 0.0 -7.96 0.0 8.5 0.0 0.03 0.0 0.0

69S 36.67 0.0 -38.00 0.0 -254.17 0.0 0.0 259.60 0.0 -4.03 0.0 -4.4 0.0 0.00 0.0 0.0

70S -54.13 0.0 -45.36 0.0 -336.80 0.0 0.0 344.12 0.0 -6.84 0.0 4.2 0.0 0.37 0.0 0.0

71S 70.17 0.0 -60.92 0.0 441.20 0.0 0.0 450.88 0.0 -8.37 0.0 -5.5 0.0 0.39 0.0 0.0

Joint Support Reactions for Load Case "7H":




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

68S -85.19 0.0 -89.29 0.0 572.36 0.0 0.0 585.51 0.0 -7.54 0.0 8.8 0.0 0.13 0.0 0.0

69S 41.56 0.0 -46.90 0.0 -292.51 0.0 0.0 299.15 0.0 -3.56 0.0 -5.2 0.0 0.18 0.0 0.0

70S -58.93 0.0 -52.04 0.0 -361.71 0.0 0.0 370.16 0.0 -6.15 0.0 4.0 0.0 0.28 0.0 0.0

71S 78.13 0.0 -72.51 0.0 498.23 0.0 0.0 509.51 0.0 -8.21 0.0 -6.5 0.0 0.23 0.0 0.0





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

68S -82.40 0.0 -80.67 0.0 540.13 0.0 0.0 552.30 0.0 -8.28 0.0 7.8 0.0 -0.09 0.0 0.0

69S 51.45 0.0 -49.70 0.0 -334.99 0.0 0.0 342.54 0.0 -5.30 0.0 -4.8 0.0 -0.09 0.0 0.0

70S -51.45 0.0 -49.70 0.0 -334.99 0.0 0.0 342.54 0.0 -5.30 0.0 4.8 0.0 0.09 0.0 0.0

71S 82.40 0.0 -80.67 0.0 540.13 0.0 0.0 552.30 0.0 -8.28 0.0 -7.8 0.0 0.09 0.0 0.0






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

68S -83.08 0.0 -81.07 0.0 544.58 0.0 0.0 556.82 0.0 -8.45 0.0 7.8 0.0 -0.11 0.0 0.0

69S 51.34 0.0 -49.30 0.0 -334.24 0.0 0.0 341.74 0.0 -5.39 0.0 -4.8 0.0 -0.11 0.0 0.0

70S -51.34 0.0 -49.30 0.0 -334.24 0.0 0.0 341.74 0.0 -5.39 0.0 4.8 0.0 0.11 0.0 0.0

71S 83.08 0.0 -81.07 0.0 544.58 0.0 0.0 556.82 0.0 -8.45 0.0 -7.8 0.0 0.11 0.0 0.0





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

68S -83.08 0.0 -81.07 0.0 544.58 0.0 0.0 556.82 0.0 -8.45 0.0 7.8 0.0 -0.11 0.0 0.0

69S 51.34 0.0 -49.30 0.0 -334.24 0.0 0.0 341.74 0.0 -5.39 0.0 -4.8 0.0 -0.11 0.0 0.0

70S -51.34 0.0 -49.30 0.0 -334.24 0.0 0.0 341.74 0.0 -5.39 0.0 4.8 0.0 0.11 0.0 0.0

71S 83.08 0.0 -81.07 0.0 544.58 0.0 0.0 556.82 0.0 -8.45 0.0 -7.8 0.0 0.11 0.0 0.0





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

68S -83.10 0.0 -81.07 0.0 544.75 0.0 0.0 556.98 0.0 -8.46 0.0 7.8 0.0 -0.11 0.0 0.0

69S 51.36 0.0 -49.30 0.0 -334.41 0.0 0.0 341.90 0.0 -5.40 0.0 -4.8 0.0 -0.11 0.0 0.0

70S -51.36 0.0 -49.30 0.0 -334.41 0.0 0.0 341.90 0.0 -5.40 0.0 4.8 0.0 0.11 0.0 0.0

71S 83.10 0.0 -81.07 0.0 544.75 0.0 0.0 556.98 0.0 -8.46 0.0 -7.8 0.0 0.11 0.0 0.0





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

68S -53.91 0.0 -59.02 0.0 355.76 0.0 0.0 364.63 0.0 -3.40 0.0 5.0 0.0 0.23 0.0 0.0

69S 0.47 0.0 -4.97 0.0 0.33 0.0 0.0 5.00 0.0 1.74 0.0 0.4 0.0 0.19 0.0 0.0

70S -26.26 0.0 -31.35 0.0 -172.15 0.0 0.0 176.94 0.0 -0.72 0.0 2.3 0.0 -0.23 0.0 0.0

71S 28.10 0.0 -32.61 0.0 183.08 0.0 0.0 188.08 0.0 -0.93 0.0 -2.3 0.0 -0.19 0.0 0.0





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

68S -40.68 0.0 -45.79 0.0 269.29 0.0 0.0 276.17 0.0 -2.18 0.0 3.7 0.0 0.23 0.0 0.0

69S 13.70 0.0 -18.19 0.0 -86.15 0.0 0.0 89.11 0.0 0.52 0.0 -0.9 0.0 0.19 0.0 0.0

70S -39.48 0.0 -44.58 0.0 -258.63 0.0 0.0 265.39 0.0 -1.94 0.0 3.5 0.0 -0.23 0.0 0.0

71S 14.87 0.0 -19.38 0.0 96.61 0.0 0.0 99.65 0.0 0.29 0.0 -1.1 0.0 -0.20 0.0 0.0





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

68S -43.04 0.0 -39.59 0.0 269.48 0.0 0.0 275.75 0.0 -4.26 0.0 3.2 0.0 -0.12 0.0 0.0

69S 9.01 0.0 -4.76 0.0 -39.07 0.0 0.0 40.38 0.0 -0.88 0.0 0.4 0.0 -0.16 0.0 0.0

70S -18.99 0.0 -25.21 0.0 -141.20 0.0 0.0 144.69 0.0 -0.88 0.0 2.8 0.0 -0.24 0.0 0.0

71S 23.50 0.0 -28.95 0.0 168.33 0.0 0.0 172.42 0.0 -1.31 0.0 -3.0 0.0 -0.20 0.0 0.0






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

68S -46.01 0.0 -41.66 0.0 273.30 0.0 0.0 280.26 0.0 -3.69 0.0 2.4 0.0 -0.19 0.0 0.0

69S -46.10 0.0 41.64 0.0 273.85 0.0 0.0 280.81 0.0 3.73 0.0 2.4 0.0 0.20 0.0 0.0

70S -18.36 0.0 -13.98 0.0 -89.68 0.0 0.0 92.60 0.0 -1.01 0.0 -0.3 0.0 0.19 0.0 0.0

71S -18.48 0.0 14.00 0.0 -90.45 0.0 0.0 93.38 0.0 1.06 0.0 -0.3 0.0 -0.20 0.0 0.0





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

68S -32.78 0.0 -28.43 0.0 186.82 0.0 0.0 191.80 0.0 -2.47 0.0 1.1 0.0 -0.19 0.0 0.0

69S -32.87 0.0 28.42 0.0 187.38 0.0 0.0 192.35 0.0 2.51 0.0 1.1 0.0 0.20 0.0 0.0

70S -31.59 0.0 -27.21 0.0 -176.15 0.0 0.0 181.02 0.0 -2.23 0.0 0.9 0.0 0.19 0.0 0.0

71S -31.70 0.0 27.22 0.0 -176.93 0.0 0.0 181.80 0.0 2.28 0.0 0.9 0.0 -0.20 0.0 0.0





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

68S -42.42 0.0 -29.69 0.0 234.79 0.0 0.0 240.43 0.0 -5.17 0.0 1.3 0.0 -0.53 0.0 0.0

69S -30.43 0.0 34.53 0.0 187.63 0.0 0.0 193.19 0.0 0.50 0.0 1.8 0.0 -0.15 0.0 0.0

70S -18.44 0.0 -15.24 0.0 -106.49 0.0 0.0 109.15 0.0 -1.81 0.0 0.9 0.0 0.18 0.0 0.0

71S -15.89 0.0 10.40 0.0 -58.39 0.0 0.0 61.40 0.0 0.05 0.0 -1.6 0.0 -0.20 0.0 0.0





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

68S -54.93 0.0 -55.35 0.0 340.51 0.0 0.0 349.33 0.0 -3.51 0.0 3.6 0.0 0.02 0.0 0.0

69S -23.48 0.0 16.98 0.0 134.99 0.0 0.0 138.06 0.0 3.02 0.0 1.0 0.0 0.29 0.0 0.0

70S -27.28 0.0 -27.68 0.0 -156.91 0.0 0.0 161.65 0.0 -0.83 0.0 1.0 0.0 -0.02 0.0 0.0

71S 4.14 0.0 -10.66 0.0 48.43 0.0 0.0 49.76 0.0 0.35 0.0 -1.6 0.0 -0.29 0.0 0.0





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

68S -41.70 0.0 -42.12 0.0 254.04 0.0 0.0 260.86 0.0 -2.28 0.0 2.4 0.0 0.02 0.0 0.0

69S -10.25 0.0 3.75 0.0 48.51 0.0 0.0 49.72 0.0 1.80 0.0 -0.2 0.0 0.28 0.0 0.0

70S -40.50 0.0 -40.91 0.0 -243.38 0.0 0.0 250.10 0.0 -2.05 0.0 2.2 0.0 -0.02 0.0 0.0

71S -9.08 0.0 2.56 0.0 -38.05 0.0 0.0 39.20 0.0 1.57 0.0 -0.4 0.0 -0.29 0.0 0.0





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

68S -48.01 0.0 -40.44 0.0 281.70 0.0 0.0 288.61 0.0 -4.65 0.0 2.3 0.0 -0.31 0.0 0.0

69S -12.16 0.0 13.82 0.0 75.69 0.0 0.0 77.90 0.0 0.22 0.0 0.7 0.0 -0.05 0.0 0.0

70S -24.47 0.0 -25.54 0.0 -153.36 0.0 0.0 157.38 0.0 -1.43 0.0 1.8 0.0 -0.01 0.0 0.0

71S 2.83 0.0 -9.84 0.0 53.51 0.0 0.0 54.48 0.0 -0.37 0.0 -2.5 0.0 -0.27 0.0 0.0






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

68S -10.73 0.0 -7.56 0.0 66.71 0.0 0.0 67.99 0.0 -1.80 0.0 0.8 0.0 -0.12 0.0 0.0

69S -5.88 0.0 10.58 0.0 54.55 0.0 0.0 55.88 0.0 0.06 0.0 1.5 0.0 -0.19 0.0 0.0

70S 3.01 0.0 0.21 0.0 6.32 0.0 0.0 7.01 0.0 0.23 0.0 0.6 0.0 -0.10 0.0 0.0

71S 1.92 0.0 -3.23 0.0 18.81 0.0 0.0 19.18 0.0 -0.14 0.0 -0.5 0.0 -0.03 0.0 0.0





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

68S -18.42 0.0 -11.43 0.0 109.54 0.0 0.0 111.67 0.0 -3.30 0.0 1.2 0.0 -0.27 0.0 0.0

69S -8.22 0.0 16.77 0.0 77.47 0.0 0.0 79.69 0.0 -0.51 0.0 2.1 0.0 -0.35 0.0 0.0

70S 1.26 0.0 -2.32 0.0 -12.74 0.0 0.0 13.01 0.0 -0.23 0.0 1.3 0.0 -0.12 0.0 0.0

71S 0.94 0.0 -3.01 0.0 19.89 0.0 0.0 20.14 0.0 -0.34 0.0 -1.0 0.0 -0.05 0.0 0.0

Joint Support Reactions for Load Case "12C":




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

68S -21.38 0.0 -12.14 0.0 123.23 0.0 0.0 125.66 0.0 -3.93 0.0 1.1 0.0 -0.37 0.0 0.0

69S -8.42 0.0 17.47 0.0 73.06 0.0 0.0 75.59 0.0 -1.09 0.0 1.7 0.0 -0.37 0.0 0.0

70S 1.47 0.0 0.14 0.0 -5.68 0.0 0.0 5.87 0.0 -0.57 0.0 1.0 0.0 -0.02 0.0 0.0

71S 3.90 0.0 -5.46 0.0 44.95 0.0 0.0 45.45 0.0 -1.22 0.0 -1.7 0.0 -0.03 0.0 0.0





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

68S -24.45 0.0 -12.70 0.0 136.89 0.0 0.0 139.64 0.0 -4.62 0.0 1.0 0.0 -0.49 0.0 0.0

69S -8.51 0.0 18.33 0.0 68.68 0.0 0.0 71.59 0.0 -1.72 0.0 1.3 0.0 -0.40 0.0 0.0

70S 1.65 0.0 2.44 0.0 0.45 0.0 0.0 2.98 0.0 -0.93 0.0 0.7 0.0 0.08 0.0 0.0

71S 6.89 0.0 -8.07 0.0 70.95 0.0 0.0 71.74 0.0 -2.10 0.0 -2.5 0.0 -0.01 0.0 0.0

Joint Support Reactions for Load Case "12E":




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

68S -15.89 0.0 -15.91 0.0 120.06 0.0 0.0 122.14 0.0 -2.62 0.0 2.6 0.0 -0.02 0.0 0.0

69S -11.38 0.0 12.89 0.0 70.91 0.0 0.0 72.96 0.0 0.23 0.0 0.7 0.0 -0.09 0.0 0.0

70S 2.57 0.0 8.56 0.0 23.02 0.0 0.0 24.69 0.0 -1.43 0.0 -0.4 0.0 0.25 0.0 0.0

71S 13.02 0.0 -5.54 0.0 71.81 0.0 0.0 73.19 0.0 -2.79 0.0 -0.5 0.0 0.32 0.0 0.0





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

68S -18.23 0.0 -22.44 0.0 145.25 0.0 0.0 148.10 0.0 -2.10 0.0 3.4 0.0 0.15 0.0 0.0

69S -19.07 0.0 17.11 0.0 116.04 0.0 0.0 118.84 0.0 1.77 0.0 1.2 0.0 0.04 0.0 0.0

70S 1.59 0.0 7.99 0.0 21.80 0.0 0.0 23.28 0.0 -1.28 0.0 -0.7 0.0 0.25 0.0 0.0

71S 11.27 0.0 -2.66 0.0 50.48 0.0 0.0 51.79 0.0 -2.29 0.0 0.3 0.0 0.35 0.0 0.0






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

68S -18.44 0.0 -23.41 0.0 142.59 0.0 0.0 145.67 0.0 -1.56 0.0 3.1 0.0 0.18 0.0 0.0

69S -22.02 0.0 18.06 0.0 131.26 0.0 0.0 134.31 0.0 2.44 0.0 1.2 0.0 0.13 0.0 0.0

70S 4.56 0.0 10.20 0.0 45.33 0.0 0.0 46.68 0.0 -0.44 0.0 -1.3 0.0 0.21 0.0 0.0

71S 11.47 0.0 -4.86 0.0 55.79 0.0 0.0 57.16 0.0 -1.91 0.0 0.1 0.0 0.26 0.0 0.0





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

68S -18.62 0.0 -24.62 0.0 140.45 0.0 0.0 143.81 0.0 -0.98 0.0 2.8 0.0 0.23 0.0 0.0

69S -25.00 0.0 18.78 0.0 145.95 0.0 0.0 149.26 0.0 3.15 0.0 1.2 0.0 0.24 0.0 0.0

70S 7.64 0.0 12.65 0.0 70.29 0.0 0.0 71.83 0.0 0.42 0.0 -2.0 0.0 0.18 0.0 0.0

71S 11.56 0.0 -6.82 0.0 59.66 0.0 0.0 61.15 0.0 -1.50 0.0 -0.0 0.0 0.17 0.0 0.0





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

68S -15.83 0.0 -15.48 0.0 104.89 0.0 0.0 107.20 0.0 -1.65 0.0 1.5 0.0 -0.02 0.0 0.0

69S -15.12 0.0 15.48 0.0 100.25 0.0 0.0 102.56 0.0 1.33 0.0 1.4 0.0 -0.02 0.0 0.0

70S 15.12 0.0 15.48 0.0 100.25 0.0 0.0 102.56 0.0 1.33 0.0 -1.4 0.0 0.02 0.0 0.0

71S 15.83 0.0 -15.48 0.0 104.89 0.0 0.0 107.20 0.0 -1.65 0.0 -1.5 0.0 0.02 0.0 0.0





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

68S -16.51 0.0 -15.88 0.0 109.35 0.0 0.0 111.72 0.0 -1.81 0.0 1.6 0.0 -0.03 0.0 0.0

69S -15.23 0.0 15.88 0.0 100.99 0.0 0.0 103.36 0.0 1.24 0.0 1.4 0.0 -0.03 0.0 0.0

70S 15.23 0.0 15.88 0.0 100.99 0.0 0.0 103.36 0.0 1.24 0.0 -1.4 0.0 0.03 0.0 0.0

71S 16.51 0.0 -15.88 0.0 109.35 0.0 0.0 111.72 0.0 -1.81 0.0 -1.6 0.0 0.03 0.0 0.0





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

68S -16.51 0.0 -15.88 0.0 109.35 0.0 0.0 111.72 0.0 -1.81 0.0 1.6 0.0 -0.03 0.0 0.0

69S -15.23 0.0 15.88 0.0 100.99 0.0 0.0 103.36 0.0 1.24 0.0 1.4 0.0 -0.03 0.0 0.0

70S 15.23 0.0 15.88 0.0 100.99 0.0 0.0 103.36 0.0 1.24 0.0 -1.4 0.0 0.03 0.0 0.0

71S 16.51 0.0 -15.88 0.0 109.35 0.0 0.0 111.72 0.0 -1.81 0.0 -1.6 0.0 0.03 0.0 0.0





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

68S -16.53 0.0 -15.88 0.0 109.51 0.0 0.0 111.89 0.0 -1.82 0.0 1.6 0.0 -0.03 0.0 0.0

69S -15.21 0.0 15.88 0.0 100.83 0.0 0.0 103.20 0.0 1.23 0.0 1.4 0.0 -0.03 0.0 0.0

70S 15.21 0.0 15.88 0.0 100.83 0.0 0.0 103.20 0.0 1.23 0.0 -1.4 0.0 0.03 0.0 0.0

71S 16.53 0.0 -15.88 0.0 109.51 0.0 0.0 111.89 0.0 -1.82 0.0 -1.6 0.0 0.03 0.0 0.0


*** Weight of structure (N):

Weight of Angles*Section DLF: 121181.0

Weight of Strains: 12360.0

Total: 133541.0

*** End of Report


5. VERIFICACION DE MIEMBROS

TECHINT S.A. TORRE TIPO “TDD” SIEPAC-L1-GE-S-MC-2505 REV B Hoja 62 de 74

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 6,040 7A 4,595 4A 1 65 65 6 H 7.53 A 6.47 559 147 5 20,379 7,699 1 2 15.9 12,644 13,216W2 4,308 4A 5,935 7E 1 65 65 6 H 7.53 A 6.47 594 156 5 20,379 6,991 1 2 15.9 12,644 13,216

CA11 9,570 7B 5,956 4A 1 65 65 5 H 6.31 A 5.43 499 130 5 17,093 7,818 1 2 15.9 12,644 11,013CA11L 2,991 4A 2,921 4 1 45 45 4 H 3.49 A 2.79 250 144 4 8,770 3,405 1 1 15.9 6,322 4,405CA12L 2,933 4 3,040 4A 1 45 45 4 H 3.49 A 2.79 250 144 4 8,770 3,405 1 1 15.9 6,322 4,405CA13L 3,033 4A 2,891 4 1 45 45 4 H 3.49 A 2.79 250 144 4 8,770 3,397 1 1 15.9 6,322 4,405CA1 9,988 4A 11,281 12B 1 70 70 6 H 8.13 A 7.07 461 112 2 22,268 12,581 1 3 15.9 18,967 19,823CA21 15,027 7F 4,119 6A 1 65 65 5 H 6.31 A 5.43 489 127 5 17,093 8,071 1 3 15.9 18,967 16,519CA2 8,577 4A 20,289 7F 1 90 90 7 H 12.20 A 10.97 150 28 2 34,526 37,821 1 4 15.9 25,289 30,836CA3 4,339 1 0 0 2 45 45 4 H 6.98 A 6.28 100 74 3 19,756 14,480 2 1 15.9 12,644 8,810

CM11 9,707 7C 6,447 4A 1 65 65 5 H 6.31 A 5.43 499 130 5 17,093 7,818 1 2 15.9 12,644 11,013CM11L 2,928 4A 2,981 4 1 45 45 4 H 3.49 A 2.79 250 144 4 8,770 3,405 1 1 15.9 6,322 4,405CM12L 2,981 4 2,993 4A 1 45 45 4 H 3.49 A 2.79 250 144 4 8,770 3,405 1 1 15.9 6,322 4,405CM13L 2,993 4A 2,930 4 1 45 45 4 H 3.49 A 2.79 250 144 4 8,770 3,397 1 1 15.9 6,322 4,405CM1 9,576 4A 11,475 4D 1 70 70 6 H 8.13 A 7.07 461 112 2 22,268 12,581 1 3 15.9 18,967 19,823CM21 15,033 7G 4,125 6A 1 65 65 5 H 6.31 A 5.43 489 127 5 17,093 8,071 1 3 15.9 18,967 16,519CM2 8,609 4A 20,223 7G 1 90 90 7 H 12.20 A 10.97 150 28 2 34,526 37,821 1 4 15.9 25,289 30,836CM3 4,434 1 123 1D 2 45 45 4 H 6.98 A 6.28 100 74 3 19,756 14,480 2 1 15.9 12,644 8,810CB11 10,236 7D 7,380 4A 1 70 70 5 H 6.84 A 5.96 517 125 5 18,761 9,008 1 2 15.9 12,644 11,013CB11L 3,198 4A 2,914 4 1 50 50 4 H 3.89 A 3.19 254 130 4 10,029 4,663 1 1 15.9 6,322 4,405CB12L 2,966 4 3,203 4A 1 50 50 4 H 3.89 A 3.19 254 130 4 10,029 4,663 1 1 15.9 6,322 4,405CB13L 3,187 4A 2,923 4 1 50 50 4 H 3.89 A 3.19 254 130 4 10,029 4,652 1 1 15.9 6,322 4,405CB1 9,418 4A 12,602 4D 1 75 75 6 H 8.75 A 7.69 481 109 2 24,220 14,128 1 3 15.9 18,967 19,823CB21 15,614 7H 4,303 6A 1 70 70 5 H 6.84 A 5.96 507 122 5 18,761 9,276 1 3 15.9 18,967 16,519CB2 8,843 4A 21,164 7H 1 90 90 7 H 12.20 A 10.97 157 29 2 34,526 37,641 1 4 15.9 25,289 30,836CB3 4,223 1 116 1D 2 45 45 4 H 6.98 A 6.28 100 74 3 19,756 14,480 2 1 15.9 12,644 8,810

CR12T 4,093 4 3,443 4A 1 65 65 4 H 5.13 A 4.43 200 156 4 13,932 4,228 1 1 15.9 6,322 4,405CR12L 400 1A 1,042 8B 1 55 55 4 H 4.26 A 3.56 200 185 4 11,194 2,500 1 1 15.9 6,322 4,405CR12 817 7E 200 4A 1 45 45 4 H 3.49 A 2.79 283 163 4 8,770 2,658 1 1 15.9 6,322 4,405

CR11T 2,593 4A 3,657 4 1 65 65 4 H 5.13 A 4.43 200 156 4 13,932 4,228 1 1 15.9 6,322 4,405CR11L 1,547 8B 676 1A 1 55 55 4 H 4.26 A 3.56 200 185 4 11,194 2,500 1 1 15.9 6,322 4,405CR11 482 4 1,277 7F 1 45 45 4 H 3.49 A 2.79 283 163 4 8,770 2,658 1 1 15.9 6,322 4,405

φ Cortante AplastamientoTensión Compresión Neta

SecciónL/r

ASCECant.

MiembroCARGA ULTIMA ACTUANTE Dimensión del Angulo

Material


B


CR10T 9,046 12F 2,345 6A 1 60 60 4 H 4.71 A 4.01 200 169 4 12,610 3,299 1 3 15.9 18,967 13,216CR10L 1,309 1A 1,120 1D 1 55 55 4 H 4.26 A 3.56 200 185 4 11,194 2,500 1 1 15.9 6,322 4,405CR9T 8,477 4A 12,709 4 1 90 90 6 H 10.60 A 9.54 200 112 3 30,043 15,803 1 3 15.9 18,967 19,823CR9L 2,533 12B 696 1D 1 55 55 4 H 4.26 A 3.56 200 185 4 11,194 2,500 1 1 15.9 6,322 4,405CR9 2,476 4D 2,620 7F 1 50 50 4 H 3.89 A 3.19 283 144 4 10,029 3,759 1 1 15.9 6,322 4,405

CR8T 8,715 12G 2,555 5A 1 60 60 4 H 4.71 A 4.01 200 169 4 12,610 3,299 1 3 15.9 18,967 13,216CR8L 4,035 1A 4,049 1A 1 65 65 5 H 6.31 A 5.43 200 156 4 17,093 5,201 1 1 15.9 6,322 5,506CR7T 5,674 4A 11,005 7G 1 90 90 6 H 10.60 A 9.54 200 112 3 30,043 15,803 1 3 15.9 18,967 19,823CR7L 3,923 1 3,075 1A 1 65 65 4 H 5.13 A 4.43 200 156 4 13,932 4,228 1 1 15.9 6,322 4,405CR7 3,091 4D 3,089 4D 1 50 50 4 H 3.89 A 3.19 283 144 4 10,029 3,759 1 1 15.9 6,322 4,405

CR6T 9,087 12H 4,259 5A 1 65 65 5 H 6.31 A 5.43 200 156 4 17,093 5,201 1 2 15.9 12,644 11,013CR6L 8,498 1A 8,408 1A 1 75 75 6 H 8.75 A 7.69 200 136 4 24,220 9,512 1 2 15.9 12,644 13,216CR5T 14,823 4A 21,062 4D 1 90 90 7 H 12.20 A 10.97 100 57 3 34,526 28,231 1 4 15.9 25,289 30,836CR5L 12,854 4D 10,104 4D 1 65 65 5 H 6.31 A 5.43 100 78 3 17,093 12,659 1 3 15.9 18,967 16,519CR5 2,428 4D 3,395 12H 1 50 50 4 H 3.89 A 3.19 283 144 4 10,029 3,759 1 1 15.9 6,322 4,405

CR4T 1,203 4 1,163 4A 1 45 45 4 H 3.49 A 2.79 146 168 4 8,770 2,491 1 1 15.9 6,322 4,405CR4L 1,348 1 1,287 1A 1 45 45 4 H 3.49 A 2.79 146 168 4 8,770 2,491 1 1 15.9 6,322 4,405CR3T 941 4 910 4A 1 55 55 4 H 4.26 A 3.56 208 192 4 11,194 2,322 1 1 15.9 6,322 4,405CR3L 838 3 808 3A 1 55 55 4 H 4.26 A 3.56 208 192 4 11,194 2,322 1 1 15.9 6,322 4,405

CR2PT 4,170 4D 3,439 4D 1 65 65 4 H 5.13 A 4.43 284 144 4 13,932 5,007 1 1 15.9 6,322 4,405CR2PL 4,170 4D 4,355 4D 1 65 65 4 H 5.13 A 4.43 284 144 4 13,932 5,007 1 1 15.9 6,322 4,405

CR1T-EC2T 2,328 4D 2,103 5D 1 60 60 4 H 4.71 A 4.01 188 160 4 12,610 3,725 1 1 15.9 6,322 4,405CR1L-EC2L 2,087 4D 2,436 4D 1 60 60 4 H 4.71 A 4.01 188 160 4 12,610 3,725 1 1 15.9 6,322 4,405

EC3T 3,129 5D 2,765 5D 1 60 60 4 H 4.71 A 4.01 165 140 4 12,610 4,836 1 1 15.9 6,322 4,405EC3L 2,972 4D 3,415 4D 1 60 60 4 H 4.71 A 4.01 165 140 4 12,610 4,836 1 1 15.9 6,322 4,405EC1T 3,750 5D 3,852 5D 1 65 65 4 H 5.13 A 4.43 211 139 4 13,932 5,370 1 1 15.9 6,322 4,405EC1L 3,993 4D 4,130 4D 1 65 65 4 H 5.13 A 4.43 211 154 4 13,932 4,381 1 1 15.9 6,322 4,405F7A 1,955 7A 2,110 7A 1 70 70 6 H 8.13 B 6.02 200 146 6 21,049 8,848 1 4 15.9 25,289 26,431F6A 5,228 7A 6,683 7A 1 70 70 6 H 8.13 B 6.02 160 117 1 21,049 11,995 2 4 15.9 50,578 26,431F5A 7,462 1D 10,726 1D 1 70 70 6 H 8.13 B 6.02 190 69 1 21,049 22,494 2 4 15.9 50,578 26,431F4B 15,972 1D 19,438 1D 1 100 100 7 H 13.70 B 10.81 200 102 1 37,812 26,385 2 4 19.1 73,420 36,714F4A 24,681 1A 28,867 4 1 100 100 7 H 13.70 B 10.81 200 51 1 37,812 42,046 2 4 19.1 73,420 36,714F3A 31,691 1A 34,628 1 1 100 100 7 H 13.70 B 10.81 190 48 1 37,812 42,555 2 4 19.1 73,420 36,714


Material φ Cortante AplastamientoTensión Compresión Neta

SecciónL/r ASCE Cant.



F2B 49,199 1A 52,556 1 1 130 130 12 H 30.00 B 25.05 200 79 1 87,605 76,660 2 4 19.1 73,420 62,939F2A 65,421 1A 71,840 4 1 130 130 12 H 30.00 B 25.05 200 79 1 87,605 76,660 2 6 19.1 110,129 94,408F1A 74,897 1A 79,570 1 1 130 130 12 H 30.00 B 25.05 190 37 1 87,605 98,551 2 8 19.1 146,839 125,878B5B 92,728 1A 98,154 1 1 140 140 13 H 34.95 B 29.58 154 56 1 103,475 105,572 2 8 19.1 146,839 136,368B5A 93,763 1A 99,771 1 1 140 140 13 H 34.95 B 29.58 154 56 1 103,475 105,572 2 8 19.1 146,839 136,368B4B 93,413 1A 99,506 1 1 140 140 13 H 34.95 B 29.58 205 37 1 103,475 114,833 2 8 19.1 146,839 136,368B4A 96,423 1A 103,577 1 1 140 140 13 H 34.95 B 29.58 205 37 1 103,475 114,833 2 8 19.1 146,839 136,368B3B 96,166 1A 103,449 1 1 140 140 13 H 34.95 B 29.58 256 47 1 103,475 110,666 2 8 19.1 146,839 136,368B3A 96,828 1A 104,439 1 1 140 140 13 H 34.95 B 29.58 256 47 1 103,475 110,666 2 8 19.1 146,839 136,368B2B 92,689 1A 100,318 1 1 140 140 13 H 34.95 B 29.58 307 56 1 103,475 105,572 2 8 19.1 146,839 136,368B2A 93,813 1A 102,094 1 1 140 140 13 H 34.95 B 29.58 307 56 1 103,475 105,572 2 8 19.1 146,839 136,368B1A 92,487 1A 101,014 1 1 140 140 13 H 34.95 B 29.58 307 56 1 103,475 105,572 2 8 19.1 146,839 136,368E1 93,168 1A 102,626 1 1 140 140 13 H 34.95 B 29.58 307 37 1 103,475 114,848 2 8 19.1 146,839 136,368E2 93,765 1A 102,656 1 1 140 140 13 H 34.95 B 29.58 307 37 1 103,475 114,848 2 8 19.1 146,839 136,368E3 94,395 1A 103,074 1 1 140 140 13 H 34.95 B 29.58 307 37 1 103,475 114,848 2 8 19.1 146,839 136,368E4 94,923 1A 103,071 1 1 140 140 13 H 34.95 B 29.58 307 37 1 103,475 114,848 2 8 19.1 146,839 136,368

F71T 3,924 7A 3,302 7A 1 50 50 4 H 3.89 A 3.19 283 144 4 10,029 3,759 1 1 15.9 6,322 4,405F71L 988 5 1,062 5 1 45 45 4 H 3.49 A 2.79 283 163 4 8,770 2,658 1 1 15.9 6,322 4,405F61T 3,345 7F 2,917 7E 1 50 50 4 H 3.89 A 3.19 256 131 4 10,029 4,584 1 1 15.9 6,322 4,405F61L 2,059 4 2,454 4 1 45 45 4 H 3.49 A 2.79 256 147 4 8,770 3,241 1 1 15.9 6,322 4,405F51T 6,451 7B 5,972 7E 1 60 60 4 H 4.71 A 4.01 276 117 3 12,610 6,756 1 2 15.9 12,644 8,810F51L 2,543 4A 4,084 4D 1 55 55 4 H 4.26 A 3.56 276 128 4 11,194 5,256 1 1 15.9 6,322 4,405F42T 6,871 1A 7,763 7F 1 65 65 5 H 6.31 A 5.43 283 110 3 17,093 9,561 1 2 15.9 12,644 11,013F42L 8,237 4D 7,654 4D 1 65 65 5 H 6.31 A 5.43 283 110 3 17,093 9,561 1 2 15.9 12,644 11,013F41T 7,736 7F 6,910 1A 1 65 65 5 H 6.31 A 5.43 283 110 3 17,093 9,561 1 2 15.9 12,644 11,013F41L 7,633 4D 8,276 4D 1 65 65 5 H 6.31 A 5.43 283 110 3 17,093 9,561 1 2 15.9 12,644 11,013F31T 12,985 4D 10,522 7F 1 75 75 5 H 7.36 A 6.48 276 93 3 20,398 13,000 1 3 15.9 18,967 16,519F31L 6,696 4A 11,012 4D 1 75 75 5 H 7.36 A 6.48 276 93 3 20,398 13,000 1 3 15.9 18,967 16,519F22T 11,396 1A 12,088 1 1 75 75 6 H 8.75 A 7.69 283 96 3 24,220 15,067 1 3 15.9 18,967 19,823F22L 14,685 4D 13,857 4D 1 80 80 6 H 9.35 A 8.29 283 90 3 26,108 17,024 1 3 15.9 18,967 19,823F21T 12,190 1 11,551 1A 1 75 75 6 H 8.75 A 7.69 283 96 3 24,220 15,067 1 3 15.9 18,967 19,823F21L 13,849 4D 14,734 4D 1 80 80 6 H 9.35 A 8.29 283 90 3 26,108 17,024 1 3 15.9 18,967 19,823F11T 19,156 4D 13,088 7G 1 75 75 6 H 8.75 A 7.69 276 94 3 24,220 15,403 1 4 15.9 25,289 26,431


SecciónL/r ASCE Cant.Miembro

CARGA ULTIMA ACTUANTE Dimensión del AnguloMaterial



Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgF11L 11,857 4A 18,853 4D 1 90 90 6 H 10.60 A 9.54 276 77 3 30,043 21,049 1 4 15.9 25,289 26,431B52T 19,772 4D 19,908 4D 1 90 90 6 H 10.60 A 9.54 195 71 3 30,043 21,996 1 4 15.9 25,289 26,431B52L 18,232 4D 18,223 4D 1 90 90 6 H 10.60 A 9.54 195 71 3 30,043 21,996 1 4 15.9 25,289 26,431B51T 14,117 4D 16,115 4D 1 75 75 7 H 10.10 A 8.87 195 86 3 27,915 19,031 1 3 15.9 18,967 23,127B51L 14,382 4D 13,051 4D 1 75 75 7 H 10.10 A 8.87 195 86 3 27,915 19,031 1 3 15.9 18,967 23,127B42T 12,385 4D 14,149 4D 1 80 80 6 H 9.35 A 8.29 269 110 3 26,108 14,212 1 3 15.9 18,967 19,823B42L 12,996 4D 11,700 4D 1 80 80 6 H 9.35 A 8.29 269 110 3 26,108 14,212 1 3 15.9 18,967 19,823B41T 10,427 4D 10,192 4D 1 75 75 5 H 7.36 A 6.48 269 117 3 20,398 10,517 1 2 15.9 12,644 11,013B41L 9,005 4D 9,332 4D 1 75 75 5 H 7.36 A 6.48 269 117 3 20,398 10,517 1 2 15.9 12,644 11,013B32T 9,103 4D 8,961 4D 1 80 80 6 H 9.35 A 8.29 353 145 4 26,108 9,001 1 2 15.9 12,644 13,216B32L 8,240 4D 8,647 4D 1 80 80 6 H 9.35 A 8.29 353 145 4 26,108 9,001 1 2 15.9 12,644 13,216B31T 6,512 4D 7,307 4D 1 75 75 6 H 8.75 A 7.69 353 155 4 24,220 7,355 1 2 15.9 12,644 13,216B31L 6,666 4D 6,207 4D 1 75 75 6 H 8.75 A 7.69 353 155 4 24,220 7,355 1 2 15.9 12,644 13,216B22T 6,220 5D 6,389 5D 1 90 90 6 H 10.60 A 9.54 449 163 4 30,043 8,073 1 2 15.9 12,644 13,216B22L 6,201 4D 6,302 4D 1 90 90 6 H 10.60 A 9.54 449 163 4 30,043 8,073 1 2 15.9 12,644 13,216B21T 4,316 4D 5,149 5D 1 80 80 6 H 9.35 A 8.29 449 184 4 26,108 5,565 1 2 15.9 12,644 13,216B21L 4,954 4D 4,706 4D 1 80 80 6 H 9.35 A 8.29 449 184 4 26,108 5,565 1 2 15.9 12,644 13,216B11T 3,520 5D 4,243 5D 1 90 90 6 H 10.60 A 9.54 520 189 4 30,043 6,003 1 1 15.9 6,322 6,608B11L 4,011 4D 4,061 4D 1 90 90 6 H 10.60 A 9.54 520 189 4 30,043 6,003 1 1 15.9 6,322 6,608E13T 6,527 5D 6,629 5D 2 65 65 5 H 12.62 A 11.74 355 169 4 36,956 8,936 2 1 15.9 12,644 11,013E13L 6,750 4D 6,807 4D 2 65 65 5 H 12.62 A 11.74 355 169 4 36,956 8,936 2 1 15.9 12,644 11,013E12T 2,057 5D 1,995 5D 1 70 70 5 H 6.84 A 5.96 386 180 4 18,761 4,234 1 1 15.9 6,322 5,506E12L 2,230 4D 1,968 4D 1 70 70 5 H 6.84 A 5.96 386 180 4 18,761 4,234 1 1 15.9 6,322 5,506E11T 708 4D 570 4D 1 50 50 4 H 3.89 A 3.19 284 187 4 10,029 2,237 1 1 15.9 6,322 4,405E11L 559 1 812 4D 1 50 50 4 H 3.89 A 3.19 284 187 4 10,029 2,237 1 1 15.9 6,322 4,405E23T 7,070 4D 8,243 5D 2 65 65 5 H 12.62 A 11.74 334 163 4 36,956 9,512 2 1 15.9 12,644 11,013E23L 8,027 4D 7,662 4D 2 65 65 5 H 12.62 A 11.74 334 168 4 36,956 8,950 2 1 15.9 12,644 11,013E22T 3,176 5D 2,639 5D 1 70 70 5 H 6.84 A 5.96 386 180 4 18,761 4,234 1 1 15.9 6,322 5,506E22L 3,081 4D 2,944 4D 1 70 70 5 H 6.84 A 5.96 386 180 4 18,761 4,234 1 1 15.9 6,322 5,506E21T 643 4D 698 4D 1 50 50 4 H 3.89 A 3.19 284 187 4 10,029 2,238 1 1 15.9 6,322 4,405E21L 591 4D 776 4D 1 50 50 4 H 3.89 A 3.19 284 187 4 10,029 2,238 1 1 15.9 6,322 4,405E33T 8,848 5D 8,937 5D 2 65 65 5 H 12.62 A 11.74 317 160 4 36,956 9,895 2 1 15.9 12,644 11,013


Material φ Cortante AplastamientoTensión Compresión Neta

SecciónL/r

ASCECant.


B

B


Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgE33L 9,203 4D 9,243 4D 2 65 65 5 H 12.62 A 11.74 317 160 4 36,956 9,895 2 1 15.9 12,644 11,013E32T 4,033 5D 3,834 5D 1 70 70 5 H 6.84 A 5.96 386 180 4 18,761 4,234 1 1 15.9 6,322 5,506E32L 4,131 4D 3,828 4D 1 70 70 5 H 6.84 A 5.96 386 180 4 18,761 4,234 1 1 15.9 6,322 5,506E31T 843 4D 639 4D 1 50 50 4 H 3.89 A 3.19 284 187 4 10,029 2,237 1 1 15.9 6,322 4,405E31L 609 4D 897 4D 1 50 50 4 H 3.89 A 3.19 284 187 4 10,029 2,237 1 1 15.9 6,322 4,405

E43PT 10,015 4D 11,885 4D 2 65 65 6 H 15.06 A 14.00 307 145 4 44,083 14,429 2 1 15.9 12,644 13,216E43PL 11,575 4D 10,954 4D 2 65 65 6 H 15.06 A 14.00 307 145 4 44,083 14,429 2 1 15.9 12,644 13,216E42PT 6375 5D 5608 4D 1 75 75 6 H 8.75 A 7.69 386 169 4 24220 6,148 1 1 15.9 6322 6608E42PL 6045 4D 5966 4D 1 75 75 6 H 8.75 A 7.69 386 169 4 24220 6,148 1 1 15.9 6322 6608E41T 761 4D 845 4D 1 50 50 4 H 3.89 A 3.19 284 187 4 10029 2,237 1 1 15.9 6322 4405E41L 695 4D 862 4D 1 50 50 4 H 3.89 A 3.19 284 187 4 10029 2,237 1 1 15.9 6322 4405

L7 96616 1A 104372 1 1 140 140 13 H 34.95 B 29.58 205 37 1 103475 114,833 2 8 19.1 146839 136368L8 80443 1A 88965 1 1 140 140 13 H 34.95 B 29.58 102 19 1 103475 120,390 2 8 19.1 146839 136368L9 80905 1A 89955 1 1 140 140 13 H 34.95 B 29.58 205 25 1 103475 118,956 2 8 19.1 146839 136368

L10 89753 1A 96542 1 1 140 140 13 H 34.95 B 29.58 307 22 1 103475 119,575 2 8 19.1 146839 136368E0 92832 1A 99136 1 1 140 140 13 H 34.95 B 29.58 136 50 1 103475 109,070 2 8 19.1 146839 136368

EDT-L 9846 4D 10495 4D 1 70 70 5 H 6.84 A 5.96 144 105 1 18761 12,558 1 2 15.9 12644 11013L71T-L 7468 4D 8342 5D 1 75 75 5 H 7.36 A 6.48 374 126 4 20398 9,256 1 2 15.9 12644 11013L81T-L 4093 4D 4607 4 1 70 70 5 H 6.84 A 5.96 153 56 1 18761 20,715 1 2 15.9 12644 11013L91T-L 5271 4D 6197 5D 1 70 70 5 H 6.84 A 5.96 241 58 1 18761 20,414 1 2 15.9 12644 11013L101T-L 7369 4D 8350 4D 1 70 70 5 H 6.84 A 5.96 337 49 1 18761 21,447 1 2 15.9 12644 11013


SecciónL/r

ASCECant.


Material


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-0 TDD0A Hip. 1 (Norm) -103 063 15 870 16 657 H-0 TDD0C Hip. 1A (Norm) 95 080 14 462 15 261

SIN FACTORES DE CARGA (F.S.) H-0 TDD0A Hip. 1 (Norm) - 71 056 11 157 11 550 H-0 TDD0C Hip. 1A (Norm) 64 470 9 976 10 377

Y

X

70 71

69 68


7. VERIFICACION DE STUB Y CLEATS


VERIFICACIÓN DEL STUB EN LA CIMENTACIÓN

ANSI/ASCE 10.90 - 1991 Par. 9.4.1

Carga de Compresión (Inclinada) Hipot. 1 C= 103,948 Kg

Carga de Arrancamiento (Inclinada) Hipot. 1A U= 95,896 Kg

Cortante resultante Hipot. 1 T= 730 Kg

ESCUADRA n. 4 L 130 x 130 x 12 Alg. 230 mmn. 0 L 130 x 130 x 12 Alg. 0 mm

MONTANTE L 140 x 140 x 13 A

Area Gruesa = 35.00 cm²Area Neta = 29.62 cm²

An = P/Fy + T/(0,75Fy) = sección mínima

Compresión Anc = 103,948 + 730 = 30.00 cm² 3,497 2,623

Arrancamiento Anu = 95,896 + 730 = 27.70 cm² 3,497 2,623

1.4PERNO n. 4 Perno. 19.1 por 6 escuadras

Cortante t = 103,948 = 2,267 < 3,230 Kg/cm²0 tornillos a cortante doble. 45.8416 tornillos a cortante simple.

Aplastamiento p = 103,948 = 2,835 < 6,995 Kg/cm²36.67

L 130 x 12 Alg. 230 L 140 x 13 A

L 130 x 12 Alg. 0

N. 4 ø 2/2

260

473845

260

260

L 130 x 12 A lg. 230260


VERIFICACIÓN DE LA ESCUADRA SEGÚN ESPECIFICACIÓN " ASCE MANUAL N° 52 "

GUIDE FOR DESIGN OF STEEL TRASMISSION TOWERS - Para. 9.9.2

Cálculo de compresión 103,948 Kg

Escuadra L 130 x 130 x 12A n. 4L 130 x 130 x 12 A n. 0

Montante L 140 x 140 x 13 A

Distribución de las presiones

(Presión de contacto)

f'c = 210 Kg/cm² solicitaciones de compresión

b1 = 23.0 cm longitud de la escuadrab2 = 0.0 cm longitud de la escuadrat = 1.20 cm espesor de la escuadrar = 1.40 cm radio de curvatura

1,19 f'c = 1,19 x 210 Kg/cm² = 250 Kg/cm²

X = t x Fy = 1.2 x 3,447 = 4.456 cm1,19 f'c 250

p =1,19 f'c x b ( t + r + X/2 ) x no.=

= 250 x 23 x ( 1.2 + 1.4 + 4.456/2 ) x 4 = 111,044 = 250 x 0 x ( 1.2 + 1.4 + 4.456/2 ) x 0 = 0

111,044 > 103,948 Kg

Distancias mínimas de la escuadra

2w = 2 x 13 = 26 cm 2 ≥ 26 cm

(Ver. hoja anterior)

x r

1

1 2


VERIFICACION A LA FLEXION DE LA ESCUADRA

Seccion 1-1: Wp 1 = 1.2² /4 = 0.3600 cm³/cm

Wp= Modulo de resistencia elastica de la sección

Momento flexionante M = 250 x 4.456²/4 = 1,241.00 Kg cm/cm

Solicitación s = 1,240.996 3,447 < 3,497 Kg/cm²0.3600

Seccion 2-2: Wp 2 = 2.6² /6 = 1.127 cm³/cm

Momento torsionante M = (250 x 4.456/ 2)x(4.456 / 3+1.4) = 1607 Kg cm/cm

250 x 1.4²/2 = 245 Kg cm/cm

1,852 Kg cm/cm

Solicitación s = 1,852 1,643 < 3,497 Kg/cm²1.127

VERIFICACIÓN; COMBINACIÓN DE CORTANTE + MOMENTO

Momento torsionante M = (250x4.456/2)x(4.456/3+2.6) = 2276 Kg cm/cm

250 x 2.6²/2 = 845 Kg cm/cm

3,121 Kg cm/cm

M x b = 3,121 x 23.0 = 71,772 Kg cm

W= (2x2.865x8.5²+0x2.865x0^2+2x2.865x4.7²)/8.5= 63.60 cm³

s = 71,772 1,129 Kg/cm²63.60

Combinación de cortante + tracción

2,267 ² + 1,129 ² = 0.55 < 1.003230 ² 4894 ²


8. DESPLAZAMIENTOS MAXIMOS


B

Maximo desplazamientos por torre H+12m + 4 patas +6m: MAXIMO DESPLAZAMIENTO DIR. X: 0.436 m NUDO 4P HP: 5 MAXIMO DESPLAZAMIENTO DIR. Y: 0.556 m NUDO 4P HP: 1 MAXIMO DESPLAZAMIENTO DIR. Z: -0.182 m NUDO 4P HP: 1

Altura nudo 1P: 52.30m

DIR. X: 0.8 %

DIR. Y: 1.1 % MAXIMO DESPLAZAMIENTO ADMITIDO POR TORRE DE ANGULO: 4%

Documents

TECHINT S.A. de CV - appcenter.grupoice.com · ... Guide for design of steel Transmission Tower No. 52 second ... • ANSI / ASCE 10 – 97: Design of Latticed steel Transmission