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TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 1 de 99
ÍNDICE
1. GENERALIDADES.................................................................................................................................................... 2 1.1. PROGRAMA DE CALCULO...................................................................................................................................... 2 1.2. NORMAS ...................................................................................................................................................................... 2 1.3. MATERIALES.............................................................................................................................................................. 2 1.4. ESPESOR MINIMO PERMITIDO .............................................................................................................................. 3 1.5. LIGEREZA MAXIMA DE LOS MEMBROS............................................................................................................. 3 1.6. ESPECIFICATIONES .................................................................................................................................................. 3 1.7. COMBINACIONES DE CARGA................................................................................................................................ 4
2. DIAGRAMA DE CARGAS ....................................................................................................................................... 5
3. CALCULO DE VIENTO SOBRE LA ESTRUCTURA....................................................................................... 13
4. OUTPUT . ................................................................................................................................................................ 21
5. VERIFICACION DE LOS MIEMBROS ….......................................................................................................... 86
6. CARGAS ULTIMAS SOBRE LAS CIMENTACIONES .................................................................................... 92
7. VERIFICACION DE STUBS Y CLEATS............................................................................................................. 94
8. DESPLAZAMIENTOS MAXIMOS....................................................................................................................... 98
- CUERPO BASICO DOC. NO. SIEPAC-L1-GE-S-PL-4200 2 DE 2 - HIERRO DE ANCLAJE (STUB) DOC. NO. SIEPAC-L1-GE-S-PL-4201 2 DE 2
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 2 de 99
1. GENERALIDADES
La presente memoria de calculo tiene por objecto desarollar el calculo de la TORRE DE 4
CIRCUITOS DE TENSION Y TERMINAL AUTOSOPORTADA TIPO “2TDD”.
Este documento encluye las beses: +12m, +9m, +6m, +3m, ±0m, con patas da +0m a+7m.
Para el diseno geometrico se ha tenido en cuenta las recomandaciones y esquemas
subministrados por la EPR.
1.1. PROGRAMA DE CALCULO
La resolucion de la estrucura se realiza mediante la utilizacion del programa de calculo elastico
“TOWER” .
1.2. NORMAS
• Especificationes Tecnicas de la EPR
• A.S.C.E. – Guide for design of steel Transmission Tower No. 52 second edition –
version 1988
• A.I.S.C.
• A.S.T.M.
• ACI 318/95
• ANSI / ASCE 10 – 97: Design of Latticed steel Transmission Structures
1.3. MATERIALES
• Perfiles angulares laminados en caliente, calidad:
ASTM A36 : Limite de fluencia minimo 2531 kg/cm² or equivalent
Aplastamiento 6166 kg/cm²
ASTM A572 Gr. 50 : Limite de fluencia minimo 3497 kg/cm² or equivalent
Aplastamiento 6854 kg/cm²
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 3 de 99
• Chapas calidad ASTM A572 GR50: Limite de fluencia minimo 3497 kg/cm²
• Bulones ASTM A394 o EN 20898 Clase 6.8:
Limite de fluencia minimo = 4800 kg/cm²
Tension ultima de rotura = 6000 kg/cm²
Cortante 3000 kg/cm²
Minima dimension de tornillos φ = 16mm
1.4. ESPESOR MINIMO PERMITIDO
• Para miembros principales incluyendo las crucetas: 5 mm
• Para los otros miembros: 4 mm
• Minimo dimension de angulo: L 45 x 45 x 4
• Placas en estructura 5 mm
1.5. LIGEREZA MAXIMA DE LOS MIEMBROS
• Para miembro principales incluyendo las crucetas : <= 150
• Para los otros miembros comprimido: <= 200
• Para los otros miembros redundante: <= 250
• Para los miembros solo a tensión: <= 300
1.6. ESPECIFICACIONES
• Los elementos estucturales cuyo eje longitudinal forme con la horizontal un àngulo
mayor a 45° , deberàn resistir una carga concentrada de 100 kg perpendicular al eje
longitudinal, applicada en cualquiere punto de su longitud (par. 1.8).
• El elemento redundante debe tener capacidad para soportar, por lo menos, el 2,5 % de la
fuerza actuante en el elemento principal que arriostra.
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 4 de 99
1.7. COMBINACIONES DE CARGA
I: Hp. 1: NORMAL – Viento maximo trasversal deflexión 50° k=1.5 Hp. 9: NORMAL – Viento maximo trasversal deflexión 0° k=1.5 II: Hp. 2: NORMAL – Viento maximo longitudinal deflexión 50° k=1.5 Hp. 10: NORMAL – Viento maximo longitudinal deflexión 0° k=1.5 III: Hp. 3: NORMAL – Viento maximo obliquo 45° deflexión 50° k=1.5 Hp. 11: NORMAL – Viento maximo obliquo 45° deflexión 0° k=1.5 IV: Hp. 4: NORMAL – Viento maximo trasversal - TERMINAL k=1.5 V: Hp. 5: NORMAL – Viento maximo longitudinal - TERMINAL k=1.5 VI: Hp. 6: NORMAL – Viento maximo obliquo 45° - TERMINAL k=1.5 VII: Hp. 7A÷7P: TENDIDO DE CABLES deflexión 50° k=1.7 Hp. 12A÷12P: TENDIDO DE CABLES deflexión 0° k=1.7 VIII: Hp. 8A÷8P: SOBRE CARGA VERTICAL deflexión 50° k=1.7 Hp. 13A÷13P: SOBRE CARGA VERTICAL deflexión 50° k=1.7 Combinaciones 1÷6, 9÷11 consideradas con dos circuitos instalado.
+12 +9 +6 +3 ±02TDD127 2TDD97 2TDD67 2TDD37 2TDD07
1 9 17 25 332TDD126 2TDD96 2TDD66 2TDD36 2TDD06
2 10 18 26 342TDD125 2TDD95 2TDD65 2TDD35 2TDD05
3 11 19 27 352TDD124 2TDD94 2TDD64 2TDD34 2TDD04
4 12 20 28 362TDD12A 2TDD9A 2TDD6A 2TDD3A 2TDD0A
5 13 21 29 372TDD12B 2TDD9B 2TDD6B 2TDD3B 2TDD0B
6 14 22 30 382TDD12C 2TDD9C 2TDD6C 2TDD3C 2TDD0C
7 15 23 31 392TDD12D 2TDD9D 2TDD6D 2TDD3D 2TDD0D
8 16 24 32 40
EXT.+7 EXT.+7 EXT.+7 EXT.+7
VIENTO VIENTOTRANSVERSAL TRANSVERSAL
EXT.+7 EXT.+0 EXT.+0 EXT.+7
EXT.+0 EXT.+7 EXT.+7 EXT.+0
VIENTO VIENTOTRANSVERSAL TRANSVERSAL
EXT.+7 EXT.+7 EXT.+7 EXT.+7
ARREGLO D
4 EXT. +6
TORRE 2TDD MATRIZ DE CORRIDAS PARA DISEÑO ESTRUCTURAL
N I V E L E SPATAS
4 EXT. +7
4
ARREGLO C
7
8
ARREGLO C
ARREGLO D
4 EXT. +4
5
6
1
3
2
4 EXT. +5
ARREGLO A
ARREGLO B
ARREGLO A ARREGLO B
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 5 de 99
2. DIAGRAMA DE CARGAS
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 6 de 99
-150 -150 -150 -150570 340 570 340 570 280 570 280
3 110 3 110 1 420 1 420680 690
4 950 3 08060 60 4 950 60 60 3 080
680 1 790 1 790 680 690 1 790 1 790 6904 950 3 080
60 60 4 950 60 60 3 080680 1 790 1 790 680 690 1 790 1 790 690
4 950 3 08060 60 4 950 60 60 3 080
680 1 790 1 790 680 690 1 790 1 790 6904 950 3 080
230 kg/m2 60 60 4 950 230 kg/m2 60 60 3 080680 1 790 1 790 680 690 1 790 1 790 690
Trasversal 4 950 3 08060 60 4 950 60 60 3 080
680 1 790 1 790 680 690 1 790 1 790 6904 950 3 080
60 60 4 950 60 60 3 080680 1 790 1 790 690 1 790 1 790
D.W. D.W.HP. 1 - 1A - 1D HP. 2 - 2A - 2DNORMAL - VIENTO MAXIMO TRANSVERSAL NORMAL - VIENTO MAXIMO LONGITUDINAL
K = K = -150 -150 -150 -150570 280 570 280 440 2 890 440 2 890
2 360 2 360 830 830620 4 680
3 840 1 62060 60 3 840 -100 -100 1 620
620 1 790 1 790 620 4 680 1 300 1 300 4 6803 840 1 620
60 60 3 840 -100 -100 1 620620 1 790 1 790 620 4 680 1 300 1 300 4 680
3 840 1 62060 60 3 840 -100 -100 1 620
620 1 790 1 790 620 4 680 1 300 1 300 4 6803 840 1 620
230kg/m2 x 1.1 x 0.707= 60 60 3 840 230 kg/m2 -100 -100 1 620179 kg/m2 620 1 790 1 790 620 4 680 1 300 1 300 4 680
3 840 Trasversal 1 62060 60 3 840 -100 -100 1 620
OBLIQUO (45°) 620 1 790 1 790 620 4 680 1 300 1 300 4 6803 840 1 620
60 60 3 840 -100 -100 1 620620 1 790 1 790 1 300 1 300
D.W. D.W.HP. 3 - 3A - 3D HP. 4 - 4A - 4DNORMAL - VIENTO MAXIMO OBLIQUO (45°) NORMAL - TERMINAL - VIENTO MAXIMO TRANSVERSAL
K = K = -150 -150 -150 -150440 1 940 440 1 940 440 2 390 440 2 390
840 840 870 8704 100 4 020
1 360 1 430-100 -100 1 360 -100 -100 1 430
4 100 1 300 1 300 4 100 4 020 1 300 1 300 4 0201 360 1 430
-100 -100 1 360 -100 -100 1 4304 100 1 300 1 300 4 100 4 020 1 300 1 300 4 0201 360 1 430
-100 -100 1 360 -100 -100 1 4304 100 1 300 1 300 4 100 4 020 1 300 1 300 4 0201 360 1 430
230 kg/m2 -100 -100 1 360 230kg/m2 x 1.1 x 0.707= -100 -100 1 4304 100 1 300 1 300 4 100 179 kg/m2 4 020 1 300 1 300 4 0201 360 1 430
-100 -100 1 360 -100 -100 1 4304 100 1 300 1 300 4 100 OBLIQUO (45°) 4 020 1 300 1 300 4 0201 360 1 430
-100 -100 1 360 -100 -100 1 4304 100 1 300 1 300 4 020 1 300 1 300
D.W. D.W.HP. 5 - 5A - 5D HP. 6 - 6A - 6DNORMAL - TERMINAL - VIENTO MAXIMO LONGITUDINAL NORMAL - TERMINAL - VIENTO MAXIMO OBLIQUO (45°)
K = K =
NOTE: - LAS CARGAS ESTAN AFECTADAS POR SU FACTOR DE SEGURDAD CORRESPONDIENTE- CARGAS "A": MINIMO VERTICAL; CARGAS "D": DOS CIRCUITOS INSTALADO- CARGAS EN kg
1.5
1.5
Longitudinal
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Longitudinal
1.5
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PRES
ION
DE
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SOBR
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TRU
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1.5
1.5
SOBR
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TRU
CTU
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PRES
ION
DE
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PRES
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DE
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0 0 1 660 1 190 0 0 6400 1 440 0 1 440
0 2 4900 0
0 3 0100 0 0 0 0 3 700 0
0 00 0
0 0 0 0 0 0 0 00 0
0 00 0 0 0 0 0 0 00 0
0 kg/m2 0 0 kg/m2 00 0 0 0 0 0 0 00 0
0 00 0 0 0 0 0 0 00 0
0 00 0 0 0 0 0
D.W. D.W.HP. 7A HP. 7BCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
0 640 0 0 6400 1 440 0 1 440
0 03 010 3 010
0 0 2 030 2 490 0 0 2 0300 0
3 010 3 0100 0 3 700 0 0 0 2 030 2 4900 0
0 3 0100 0 0 0 0 0 3 700 00 0
0 kg/m2 0 0 kg/m2 00 0 0 0 0 0 0 00 0
0 00 0 0 0 0 0 0 00 0
0 00 0 0 0 0 0
D.W. D.W.HP. 7C HP. 7DCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
0 0 640 0 0 6400 1 440 0 1 440
0 03 010 3 010
0 0 2 030 0 0 2 0300 0
3 010 3 0100 0 2 030 0 0 2 0300 0
3 010 3 0100 0 2 030 2 490 0 0 2 0300 0
0 kg/m2 3 010 0 kg/m2 3 0100 0 3 700 0 0 0 2 030 2 4900 0
0 3 0100 0 0 0 0 0 3 7000 0
0 00 0 0 0 0 0
D.W. D.W.HP. 7E HP. 7FCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
NOTE: - LAS CARGAS ESTAN AFECTADAS POR SU FACTOR DE SEGURDAD CORRESPONDIENTE- CARGAS EN kg
1.7
1.7
SOBR
E ES
TRU
CTU
RA
1.7
1.7
SOBR
E ES
TRU
CTU
RA
PRES
ION
DE
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TOPR
ESIO
N D
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ENTO
SOBR
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TRU
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1.7
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PRES
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PRES
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1.7
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TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 8 de 99
0 640 1 660 1 190 6400 1 440 1 440 1 440
0 03 010 3 010
0 0 2 030 0 0 2 0300 0
3 010 3 0100 0 2 030 0 0 2 0300 0
3 010 3 0100 0 2 030 0 0 2 0300 0
0 kg/m2 3 010 0 kg/m2 3 0100 0 2 030 0 0 2 0300 0
3 010 3 0100 0 2 030 2 490 0 0 2 0300 0
3 010 3 0100 0 3 700 0 0 2 030
D.W. D.W.HP. 7G HP. 7HCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLESK = K =
640 640 640 6401 440 1 440 1 440 1 440
3 010 3 0103 010 3 010
2 490 3 700 2 030 2 030 2 0300 3 010
3 010 3 0100 0 2 030 2 490 3 700 2 0300 0
3 010 3 0100 0 2 030 0 0 2 0300 0
0 kg/m2 3 010 0 kg/m2 3 0100 0 2 030 0 0 2 0300 0
3 010 3 0100 0 2 030 0 0 2 0300 0
3 010 3 0100 0 2 030 0 0 2 030
D.W. D.W.HP. 7I HP. 7LCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
640 640 640 6401 440 1 440 1 440 1 440
3 010 3 0103 010 3 010
2 030 2 030 2 030 2 0303 010 3 010
3 010 3 0102 030 2 030 2 030 2 030
3 010 3 0103 010 3 010
2 490 3 700 2 030 2 030 2 0300 3 010
0 kg/m2 3 010 0 kg/m2 3 0100 0 2 030 2 490 3 700 2 0300 0
3 010 3 0100 0 2 030 0 2 0300 0
3 010 3 0100 0 2 030 0 2 030
D.W. D.W.HP. 7M HP. 7NCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
NOTE: - LAS CARGAS ESTAN AFECTADAS POR SU FACTOR DE SEGURDAD CORRESPONDIENTE- CARGAS EN kg
1.7 1.7
PRES
ION
DE
VIEN
TO
SOBR
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TRU
CTU
RA
PRES
ION
DE
VIEN
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SOBR
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TRU
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RA
1.7
1.7
1.7
PRES
ION
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PRES
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TRU
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SOBR
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TRU
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RA
PRES
ION
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PRES
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1.7
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640 640 640 6401 440 1 440 1 440 1 440
3 010 3 0103 010 3 010
2 030 2 030 2 030 2 0303 010 3 010
3 010 3 0102 030 2 030 2 030 2 030
3 010 3 0103 010 3 010
2 030 2 030 2 030 2 0303 010 3 010
0 kg/m2 3 010 0 kg/m2 3 0102 030 2 030 2 030 2 030
3 010 3 0103 010 3 010
2 490 3 700 2 030 2 030 2 0300 3 010
3 010 3 0100 0 2 030 2 490 3 700 2 030
D.W. D.W.HP. 7O HP. 7PCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
1 320 640 640 6401 440 1 440 1 440 1 440
8B3 010 3 010
3 010 3 010 8I2 030 2 030 3 260 2 030
3 010 8D 3 0103 010 3 010 8L
2 030 2 030 2 030 2 0303 010 8E 3 010
3 010 3 010 8M2 030 2 030 2 030 2 030
3 010 8F 3 0100 kg/m2 3 010 0 kg/m2 3 010 8N
2 030 2 030 2 030 2 0303 010 8G 3 010
3 010 3 010 8O2 030 2 030 2 030 2 030
3 010 8H 3 0103 010 3 010 8P
2 030 2 030 2 030 2 030
D.W. D.W.HP. 8A-8B HP. 8C÷8PSOBRE CARGA VERTICAL SOBRE CARGA VERTICAL
K = K =
-150 -150 -150 -150570 380 570 380 570 300 570 300
680 680 0 0750 740
1 000 060 60 1 000 60 60 0
750 1 790 1 790 750 740 1 790 1 790 7401 000 0
60 60 1 000 60 60 0750 1 790 1 790 750 740 1 790 1 790 740
1 000 060 60 1 000 60 60 0
750 1 790 1 790 750 740 1 790 1 790 7401 000 0
230 kg/m2 60 60 1 000 230 kg/m2 60 60 0750 1 790 1 790 750 740 1 790 1 790 740
Trasversal 1 000 060 60 1 000 60 60 0
750 1 790 1 790 750 740 1 790 1 790 7401 000 0
60 60 1 000 60 60 0750 1 790 1 790 740 1 790 1 790
D.W. D.W.HP. 9 - 9A - 9D HP. 10 - 10A - 10DNORMAL - VIENTO MAXIMO TRANSVERSAL NORMAL - VIENTO MAXIMO LONGITUDINAL
K = K =
NOTE: - LAS CARGAS ESTAN AFECTADAS POR SU FACTOR DE SEGURDAD CORRESPONDIENTE- CARGAS "A": MINIMO VERTICAL; CARGAS "D": DOS CIRCUITOS INSTALADO- CARGAS EN kg
Longitudinal
1.5 1.5
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PRES
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PRES
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PRES
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1.7
1.7
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1.7
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1.7
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-150 -150570 300 570 300 0 0 1 660 1 190
340 340 0 0670 0
500 060 60 500 0
670 1 790 1 790 670 0 0 0500 0
60 60 500 0670 1 790 1 790 670 0 0 0 0500 0
60 60 500 0670 1 790 1 790 670 0 0 0 0500 0
230kg/m2 x 1.1 x 0.707= 60 60 500 0 kg/m2 0179 kg/m2 670 1 790 1 790 670 0 0 0 0
500 060 60 500 0
OBLIQUO (45°) 670 1 790 1 790 670 0 0 0 0500 0
60 60 500 0670 1 790 1 790 0 0 0
D.W. D.W.HP. 11 - 11A - 11D HP. 12ANORMAL - VIENTO MAXIMO OBLIQUO (45°) CONSTRUCCION - TENDIDO DE CABLES
K = K =
0 0 640 0 6400 0 0 0
2 4900 0
0 00 0 3 700 0 0 0 2 030 2 4900 0
0 00 0 0 0 0 0 3 700 00 0
0 00 0 0 0 0 0 0 00 0
0 kg/m2 0 0 kg/m2 00 0 0 0 0 0 0 00 0
0 00 0 0 0 0 0 0 00 0
0 00 0 0 0 0 0
D.W. D.W.HP. 12B HP. 12CCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
0 0 640 0 0 6400 0 0 0
0 00 0
0 0 2 030 0 0 2 0300 0
0 00 0 2 030 2 490 0 0 2 0300 0
0 00 0 3 700 0 0 0 2 030 2 4900 0
0 kg/m2 0 0 kg/m2 00 0 0 0 0 0 3 700 00 0
0 00 0 0 0 0 0 0 00 0
0 00 0 0 0 0 0
D.W. D.W.HP. 12D HP. 12ECONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
NOTE: - LAS CARGAS ESTAN AFECTADAS POR SU FACTOR DE SEGURDAD CORRESPONDIENTE- CARGAS "A": MINIMO VERTICAL; CARGAS "D": DOS CIRCUITOS INSTALADO- CARGAS EN kg
1.7
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1.7
1.7
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1.7
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1.5
PRES
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TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 11 de 99
0 0 640 0 6400 0 0 0
0 00 0
0 0 2 030 0 0 2 0300 0
0 00 0 2 030 0 0 2 0300 0
0 00 0 2 030 0 0 2 0300 0
0 kg/m2 0 0 kg/m2 00 0 2 030 2 490 0 0 2 0300 0
0 00 0 3 700 0 0 2 030 2 4900 0
0 00 0 0 0 0 3 700
D.W. D.W.HP. 12F HP. 12GCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
1 660 1 190 640 640 6400 0 0 0
0 00 0
0 0 2 030 2 490 3 700 2 0300 0
0 00 0 2 030 0 0 2 0300 0
0 00 0 2 030 0 0 2 0300 0
0 kg/m2 0 0 kg/m2 00 0 2 030 0 0 2 0300 0
0 00 0 2 030 0 0 2 0300 0
0 00 0 2 030 0 0 2 030
D.W. D.W.HP. 12H HP. 12ICONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
640 640 640 6400 0 0 0
0 00 0
2 030 2 030 2 030 2 0300 0
0 02 490 3 700 2 030 2 030 2 030
0 00 0
0 0 2 030 2 490 3 700 2 0300 0
0 kg/m2 0 0 kg/m2 00 0 2 030 0 0 2 0300 0
0 00 0 2 030 0 0 2 0300 0
0 00 0 2 030 0 0 2 030
D.W. D.W.HP. 12L HP. 12MCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
NOTE: - LAS CARGAS ESTAN AFECTADAS POR SU FACTOR DE SEGURDAD CORRESPONDIENTE- CARGAS EN kg
1.7
PRES
ION
DE
VIEN
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1.7
1.7
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1.7
1.7
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VIEN
TO
SOBR
E ES
TRU
CTU
RA
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 12 de 99
640 640 640 6400 0 0 0
0 00 0
2 030 2 030 2 030 2 0300 0
0 02 030 2 030 2 030 2 030
0 00 0
2 030 2 030 2 030 2 0300 0
0 kg/m2 0 0 kg/m2 02 490 3 700 2 030 2 030 2 030
0 00 0
0 2 030 2 490 3 700 2 0300 0
0 00 2 030 0 0 2 030
D.W. D.W.HP. 12N HP. 12OCONSTRUCCION - TENDIDO DE CABLES CONSTRUCCION - TENDIDO DE CABLES
K = K =
640 640 1 320 6400 0 0 0
13B0 0
0 02 030 2 030 2 030 2 030
0 00 0
2 030 2 030 2 030 2 0300 0
0 02 030 2 030 2 030 2 030
0 00 kg/m2 0 0 kg/m2 0
2 030 2 030 2 030 2 0300 0
0 02 030 2 030 2 030 2 030
0 00 0
2 490 3 700 2 030 2 030 2 030
D.W. D.W.HP. 12P HP. 13A-13BCONSTRUCCION - TENDIDO DE CABLES SOBRE CARGA VERTICAL
K = K =
640 6400 0
00 13I
3 260 2 03013D 0 HP 1÷3: UTILIZACION 400 / 600 (-200) / 50°
0 13L HP 4÷6: UTILIZACION 200 / 300 (-200) / 0°-90° TERMINAL2 030 2 030 HP 7-8: UTILIZACION 400 / 600 (-200) / 50°
13E 0 HP 9÷13: UTILIZACION 400 / 600 (-200) / 0°0 13M
2 030 2 03013F 0
0 kg/m2 0 13N2 030 2 030
13G 00 13O
2 030 2 03013H 0
0 13P2 030 2 030
D.W.HP. 13C÷13PSOBRE CARGA VERTICAL
K =
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
1.7
1.7
1.7
PRES
ION
DE
VIEN
TO
SOBR
E ES
TRU
CTU
RA
PRES
ION
DE
VIEN
TO
SOBR
E ES
TRU
CTU
RA
PRES
ION
DE
VIEN
TO
SOBR
E ES
TRU
CTU
RA
1.7
PRES
ION
DE
VIEN
TO
SOBR
E ES
TRU
CTU
RA
1.7
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 13 de 99
3. CALCULO DE VIENTO SOBRE LA ESTRUCTURA
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 14 de 99
VIENTO TRANSVERSAL VIENTO VIENTO 45°
TRONCO h PERFIL
GT MAXIMO [kg] MAXIMO [kg] N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2 1 5.8 70 2 5.80 0.812
H>60m 45 2 2.00 0.180 55 3 2.00 0.330 55 2 2.80 0.308 50 2 2.80 0.280 45 2 2.80 0.252 2.162 1.67 829 645
2A 2.0 100 2 2.00 0.400 H>60m 65 2 2.80 0.364
0.764 1.67 2B 3.9 100 2 3.90 0.780
H<60m 45 2 2.00 0.180 65 1 2.00 0.130
75 2 2.80 0.420 65 2 2.80 0.364 1.874 1.00 724 563 3 5.9 130 2 5.90 1.534
H<60m 45 2 2.00 0.180 70 1 2.00 0.140 80 2 2.80 0.448 80 4 2.80 0.896 3.198 1.00 736 572 4 5.9 150 2 5.90 1.770
H<60m 45 2 2.70 0.243 75 1 2.50 0.188 90 2 2.30 0.414 45 2 1.10 0.099 90 2 6.00 1.080 3.794 1.00 873 679 5 5.9 180 2 5.90 2.124
H<60m 60 2 3.35 0.402 55 1 3.10 0.171 80 2 2.55 0.408 50 2 1.20 0.120 90 4 2.50 0.900 50 2 1.30 0.130 45 2 1.20 0.108 4.363 1.00 1 003 780 6 5.9 180 2 5.90 2.124
H<60m 70 2 4.00 0.560 65 1 3.80 0.247 90 2 2.75 0.495 50 2 1.30 0.130 100 4 2.70 1.080 55 2 1.40 0.154 50 2 1.30 0.130 4.920 1.00 1 132 880 7 6.0 200 2 6.00 2.400
H<60m 75 1 5.50 0.413 100 4 3.80 1.520 70 2 2.15 0.301 55 2 1.35 0.149 45 2 1.00 0.090 60 2 1.70 0.204 5.076 1.00 1 167 908
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 15 de 99
VIENTO VIENTO 45°
TRONCO h PERFIL
GT MAXIMO [kg] MAXIMO [kg] N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2 8 6.0 200 2 6.00 2.400
H<60m 45 1 6.95 0.313 100 2 4.30 0.860 100 2 4.30 0.860 70 2 2.15 0.301 60 2 1.70 0.204 45 2 1.40 0.126 55 2 1.40 0.154 65 2 1.90 0.247 5.465 1.00 1 257 977 9 6.0 200 2 6.00 2.400
H<60m 65 1 8.40 0.546 100 2 4.90 0.980 100 2 4.90 0.980 75 2 2.40 0.360 70 2 2.10 0.294 45 2 1.50 0.135 50 2 1.70 0.170 70 2 2.10 0.294 6.159 1.00 1 417 1 102
10 3.0 200 2 3.00 1.200 H<60m 75 1 9.15 0.686
100 2 5.50 1.100 70 2 2.10 0.294 75 2 2.45 0.368 3.648 1.00 839 652
11 3.0 200 2 3.00 1.200 H<60m 60 2 3.45 0.414
90 2 4.30 0.774 70 2 2.15 0.301 60 2 1.70 0.204 45 2 1.50 0.135 50 2 3.10 0.310 75 4 3.35 1.005 4.343 1.00 999 777
12 12.0 200 2 12.00 4.800 H<60m 80 2 12.97 2.080
75 2 3.21 0.482 75 2 3.08 0.462 75 2 2.86 0.429 75 2 2.70 0.405 75 2 2.53 0.380 75 2 2.31 0.347 75 2 2.21 0.332 75 2 1.93 0.290 65 2 1.92 0.250 65 2 1.54 0.200 65 2 1.66 0.216 65 2 1.16 0.151 60 2 1.47 0.176 60 2 0.77 0.092 60 2 1.35 0.162 50 2 0.39 0.039 11.286 1.00 2596 2020 TOTAL 52.077 13572 10555
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 16 de 99
VIENTO LONGITUDINAL VIENTO VIENTO 45°
TRONCO h PERFIL
GT MAXIMO [kg] MAXIMO [kg] N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2
1 5.8 70 2 5.80 0.812
H>60m 80 1 2.00 0.160 55 1 2.00 0.110 60 1 2.00 0.120 65 1 2.00 0.130 45 1 2.00 0.090 55 2 2.80 0.308 50 2 2.80 0.280 45 2 2.80 0.252 65 2 5.50 0.715 65 2 5.90 0.767 50 2 2.30 0.230 45 2 6.10 0.549 70 1 4.50 0.315 80 1 4.50 0.360 70 1 4.90 0.343 60 1 4.90 0.294 45 2 5.50 0.495 6.330 1.67 2 427 1 887
2A 2.0 100 2 2.00 0.400 H>60m 65 2 2.80 0.364
0.764 1.67 2B 3.9 100 2 3.90 0.780
H<60m 75 1 2.00 0.150 55 1 2.00 0.110 45 2 2.00 0.180 65 2 2.80 0.364 65 2 2.80 0.364 70 1 4.50 0.315 80 1 4.50 0.360 70 1 4.90 0.343 60 1 4.90 0.294 45 2 5.50 0.495 3.755 1.00 1 157 899 3 5.9 130 2 5.90 1.534
H<60m 75 1 2.00 0.150 60 1 2.00 0.120 45 2 2.00 0.180
75 2 2.80 0.420 75 4 2.80 0.840 70 1 4.50 0.315 80 1 4.50 0.360 70 1 4.90 0.343 60 1 4.90 0.294 45 2 5.50 0.495 5.051 1.00 1 162 903 4 5.9 150 2 5.90 1.770
H<60m 80 2 2.70 0.432 70 1 2.50 0.175 50 1 2.35 0.118 80 2 2.30 0.368 45 2 0.60 0.054 45 2 1.10 0.099 80 2 6.00 0.960 70 1 4.50 0.315 80 1 4.50 0.360 65 1 5.00 0.325 60 1 5.00 0.300 45 2 5.50 0.495 5.771 1.00 1 327 1 032
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 17 de 99
VIENTO VIENTO 45° TRONCO h
PERFIL GT MAXIMO [kg] MAXIMO [kg]
N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2
5 5.9 180 2 5.90 2.124
H<60m 75 1 3.35 0.251 60 1 3.10 0.186 80 2 2.55 0.408 45 2 0.70 0.063 50 2 1.20 0.120 90 4 2.50 0.900 50 2 1.40 0.140 45 2 0.80 0.072 45 2 1.20 0.108 70 1 4.50 0.315 80 1 4.50 0.360 65 1 5.00 0.325 60 1 5.00 0.300 45 2 5.50 0.495 6.167 1.00 1 418 1 103 6 5.9 180 2 5.90 2.124
H<60m 90 1 4.00 0.360 65 1 3.80 0.247 90 2 2.75 0.495 45 2 1.10 0.099 50 2 1.30 0.130 90 4 2.70 0.972 55 2 1.40 0.154 45 2 1.00 0.090 50 2 1.20 0.120 70 1 4.70 0.329 80 1 4.70 0.376 65 1 5.20 0.338 60 1 5.20 0.312 45 2 5.60 0.504 6.650 1.00 1 530 1 189 7 6.0 200 2 6.00 2.400
H<60m 75 1 5.50 0.413 100 4 3.80 1.520 70 2 2.15 0.301 55 2 1.35 0.149 45 2 1.00 0.090 60 2 1.70 0.204 5.076 1.00 1 167 908 8 6.0 200 2 6.00 2.400
H<60m 45 1 6.95 0.313 100 2 4.30 0.860 100 2 4.30 0.860 70 2 2.15 0.301 60 2 1.70 0.204 45 2 1.40 0.126 55 2 1.40 0.154 65 2 1.90 0.247 5.465 1.00 1 257 977 9 6.0 200 2 6.00 2.400
H<60m 65 1 8.40 0.546 100 2 4.90 0.980 100 2 4.90 0.980 75 2 2.40 0.360 70 2 2.10 0.294 45 2 1.50 0.135 50 2 1.70 0.170 70 2 2.10 0.294 6.159 1.00 1 417 1 102
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 18 de 99
VIENTO VIENTO 45°
TRONCO h PERFIL
GT MAXIMO [kg] MAXIMO [kg] N° [m] b [mm] n° longitud[m] Area [m2] A x GT x 230 kg/m2 A x GT x 179 kg/m2
10 3.0 200 2 3.00 1.200
H<60m 75 1 9.15 0.686 100 2 5.50 1.100 70 2 2.10 0.294 75 2 2.45 0.368 3.648 1.00 839 652
11 3.0 200 2 3.00 1.200 H<60m 60 2 3.45 0.414
90 2 4.30 0.774 70 2 2.15 0.301 60 2 1.70 0.204 45 2 1.50 0.135 50 2 3.10 0.310 75 4 3.35 1.005 0 0 0.00 0.000 4.343 1.00 999 777
12 12.0 200 2 12.00 4.800 H<60m 80 2 12.97 2.080
75 2 3.21 0.482 75 2 3.08 0.462 75 2 2.86 0.429 75 2 2.70 0.405 75 2 2.53 0.380 75 2 2.31 0.347 75 2 2.21 0.332 75 2 1.93 0.290 65 2 1.92 0.250 65 2 1.54 0.200 65 2 1.66 0.216 65 2 1.16 0.151 60 2 1.47 0.176 60 2 0.77 0.092 60 2 1.35 0.162 50 2 0.39 0.039 11.286 1.00 2596 2020 65.491 17296 13449
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 19 de 99
1
2
3
4
5
6
7
8
9
10
11
12
T1L1
T2L2
T3L3
T4L4
T5L5
T6L6
T7L7
T8L8
T9L9
T10L10
T11L11
T12L12
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 20 de 99
VIENTO MAXIMO TRASVERSAL Y LONGITUDINAL (230kg/m2)
T1 = 829 = 414 kg L1 = 2 427 = 1213 kg
2 2 T2 = 829 + 724 = 776 kg L2 = 2 427 + 1 157 = 1792 kg
2 2 2 2 T3 = 724 + 736 = 730 kg L3 = 1 157 + 1 162 = 1159 kg
2 2 2 2 T4 = 736 + 873 = 804 kg L4 = 1 162 + 1 327 = 1244 kg
2 2 2 2 T5 = 873 + 1 003 = 938 kg L5 = 1 327 + 1 418 = 1 373 kg
2 2 2 2 T6 = 1 003 + 1 132 = 1067 kg L6 = 1 418 + 1 530 = 1474 kg
2 2 2 2 T7 = 1 132 + 1 167 = 1150 kg L7 = 1 530 + 1 167 = 1348 kg
2 2 2 2 T8 = 1 167 + 1 257 = 1212 kg L8 = 1 167 + 1 257 = 1212 kg
2 2 2 2 T9 = 1 257 + 1 417 = 1337 kg L9 = 1 257 + 1 417 = 1337 kg
2 2 2 2 T10 = 1 417 + 839 = 1128 kg L10 1 417 + 839 = 1128 kg 2 2 2 2 T11 = 839 + 999 = 919 kg L11 839 + 999 = 919 kg 2 2 2 2 T12 = 999 + 2 596 = 3096 kg L12 999 + 2 596 = 3096 kg 2 2
VIENTO MAXIMO OBLIQUO 45° (179kg/m2)
T1 = 645 = 322 kg L1 = 1 887 = 944 kg
2 2 T2 = 645 + 563 = 604 kg L2 = 1 887 + 899 = 1393 kg
2 2 2 2 T3 = 563 + 572 = 567 kg L3 = 899 + 903 = 901 kg
2 2 2 2 T4 = 572 + 679 = 625 kg L4 = 903 + 1 032 = 968 kg
2 2 2 2 T5 = 679 + 780 = 729 kg L5 = 1 032 + 1 103 = 1 068 kg
2 2 2 2 T6 = 780 + 880 = 830 kg L6 = 1 103 + 1 189 = 1146 kg
2 2 2 2 T7 = 880 + 908 = 894 kg L7 = 1 189 + 908 = 1049 kg
2 2 2 2 T8 = 908 + 977 = 943 kg L8 = 908 + 977 = 943 kg
2 2 2 2 T9 = 977 + 1 102 = 1040 kg L9 = 977 + 1 102 = 1040 kg
2 2 2 2 T10 = 1 102 + 652 = 877 kg L10 1 102 + 652 = 877 kg 2 2 2 2 T11 = 652 + 777 = 715 kg L11 652 + 777 = 715 kg 2 2 2 2 T12 = 777 + 2 020 = 2409 kg L12 777 + 2 020 = 2409 kg 2 2
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 21 de 99
4. OUTPUT
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 22 de 99
*******************************************************************************
* *
* TOWER - Analysis and Design - Copyright Power Line Systems, Inc. 1986-2006 *
* *
*******************************************************************************
Nombre del proyecto:
Notas:
Archivo del proyecto: d:\my documents\2tdd\famili para diseño patas +0
(efectiva)\2tdd127.tow
by : Tower Version 9.25
Licensed to : Techint S.A. de C.V. Mexico
Opciones de verif. de elem: ASCE 10
Verificar rupturas en conexión: Not Checked
Crossing diagonal check: ASCE 10 [Alternate Unsupported RLOUT = 1]
Geometría de Uniones:
Etiqueta Cód.de Coord. X Coord. Y Coord. Z Res. Res. Res. Res. Res.
Res.
de Sim. (m) (m) (m) Des. X Des. Y Des. Z Rot. X Rot. Y
Rot. Z
Unión
---------------------------------------------------------------------------------------------------
-----
1P XY-Symmetry 1 1 35.3 Free Free Free Free Free
2P XY-Symmetry 1 1 17.7 Free Free Free Free Free
3P XY-Symmetry 2 2 0 Free Free Free Free Free
4P XY-Symmetry 3.47 3.47 -12 Free Free Free Free Free
5P X-Symmetry 0 6.5 35.3 Free Free Free Free Free
6P None 0 5.5 29.5 Free Free Free Free Free
7P None 0 5.5 23.6 Free Free Free Free Free
8P None 0 5.5 17.7 Free Free Free Free Free
9P None 0 5.835 11.8 Free Free Free Free Free
10P None 0 6.165 5.9 Free Free Free Free Free
11P None 0 6.7 0 Free Free Free Free Free
12P Y-Symmetry 1 -5.5 29.5 Free Free Free Free Free
13P Y-Symmetry 1 -5.5 23.6 Free Free Free Free Free
14P Y-Symmetry 1 -5.5 17.7 Free Free Free Free Free
15P Y-Symmetry 1.335 -5.835 11.8 Free Free Free Free Free
16P Y-Symmetry 1.665 -6.165 5.9 Free Free Free Free Free
17P Y-Symmetry 2 -6.7 0 Free Free Free Free Free
1X X-GenXY 1 -1 35.3 Free Free Free Free Free
1XY XY-GenXY -1 -1 35.3 Free Free Free Free Free
1Y Y-GenXY -1 1 35.3 Free Free Free Free Free
2X X-GenXY 1 -1 17.7 Free Free Free Free Free
2XY XY-GenXY -1 -1 17.7 Free Free Free Free Free
2Y Y-GenXY -1 1 17.7 Free Free Free Free Free
3X X-GenXY 2 -2 0 Free Free Free Free Free
3XY XY-GenXY -2 -2 0 Free Free Free Free Free
3Y Y-GenXY -2 2 0 Free Free Free Free Free
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 23 de 99
4X X-GenXY 3.47 -3.47 -12 Free Free Free Free Free
4XY XY-GenXY -3.47 -3.47 -12 Free Free Free Free Free
4Y Y-GenXY -3.47 3.47 -12 Free Free Free Free Free
5X X-Gen 0 -6.5 35.3 Free Free Free Free Free
12Y Y-Gen -1 -5.5 29.5 Free Free Free Free Free
13Y Y-Gen -1 -5.5 23.6 Free Free Free Free Free
14Y Y-Gen -1 -5.5 17.7 Free Free Free Free Free
15Y Y-Gen -1.335 -5.835 11.8 Free Free Free Free Free
16Y Y-Gen -1.665 -6.165 5.9 Free Free Free Free Free
17Y Y-Gen -2 -6.7 0 Free Free Free Free Free
Uniones Secundariaws:
Etqta Cód de Origen Fin Fracc. Elev. Res. Res. Res. Res. Res. Res.
de Unión Sime. Unión Unión (m) Des. X Des. y Des. Z Rot. X Rot. Y Rot. Z
---------------------------------------------------------------------------------------------------
21S XY-Symmetry 1P 2P 0 33.3 Free Free Free Free Free Free
22S XY-Symmetry 1P 2P 0 31.4 Free Free Free Free Free Free
23S XY-Symmetry 1P 2P 0 29.5 Free Free Free Free Free Free
24S Y-Symmetry 23X 12P 0.333 0 Free Free Free Free Free Free
25S Y-Symmetry 23X 12P 0.666 0 Free Free Free Free Free Free
26S XY-Symmetry 1P 2P 0 27.5 Free Free Free Free Free Free
27S XY-Symmetry 1P 2P 0 25.5 Free Free Free Free Free Free
28S XY-Symmetry 1P 2P 0 23.6 Free Free Free Free Free Free
29S Y-Symmetry 28X 13P 0.333 0 Free Free Free Free Free Free
30S Y-Symmetry 28X 13P 0.666 0 Free Free Free Free Free Free
31S XY-Symmetry 1P 2P 0 21.6 Free Free Free Free Free Free
32S XY-Symmetry 1P 2P 0 19.6 Free Free Free Free Free Free
33S Y-Symmetry 2X 14P 0.333 0 Free Free Free Free Free Free
34S Y-Symmetry 2X 14P 0.666 0 Free Free Free Free Free Free
35S XY-Symmetry 2P 3P 0 15.7 Free Free Free Free Free Free
36S XY-Symmetry 2P 3P 0 13.7 Free Free Free Free Free Free
37S Y-Symmetry 36S 36X 0.5 0 Free Free Free Free Free Free
38S X-Symmetry 36S 36Y 0.5 0 Free Free Free Free Free Free
39S XY-Symmetry 2P 3P 0 11.8 Free Free Free Free Free Free
40S Y-Symmetry 39S 39X 0.5 0 Free Free Free Free Free Free
41S X-Symmetry 39S 39Y 0.5 0 Free Free Free Free Free Free
42S Y-Symmetry 39X 15P 0.333 0 Free Free Free Free Free Free
43S XY-Symmetry 2P 3P 0 9.8 Free Free Free Free Free Free
44S XY-Symmetry 2P 3P 0 7.8 Free Free Free Free Free Free
45S Y-Symmetry 44S 44X 0.5 0 Free Free Free Free Free Free
46S X-Symmetry 44S 44Y 0.5 0 Free Free Free Free Free Free
47S XY-Symmetry 2P 3P 0 5.9 Free Free Free Free Free Free
48S Y-Symmetry 47S 47X 0.5 0 Free Free Free Free Free Free
49S X-Symmetry 47S 47Y 0.5 0 Free Free Free Free Free Free
50S Y-Symmetry 47X 16P 0.333 0 Free Free Free Free Free Free
51S XY-Symmetry 2P 3P 0 3.9 Free Free Free Free Free Free
52S XY-Symmetry 2P 3P 0 1.9 Free Free Free Free Free Free
53S Y-Symmetry 52S 52X 0.5 0 Free Free Free Free Free Free
54S X-Symmetry 52S 52Y 0.5 0 Free Free Free Free Free Free
55S Y-Symmetry 3P 3X 0.5 0 Free Free Free Free Free Free
56S X-Symmetry 3P 3Y 0.5 0 Free Free Free Free Free Free
57S Y-Symmetry 3X 17P 0.333 0 Free Free Free Free Free Free
58S XY-Symmetry 3P 4P 0 -3 Free Free Free Free Free Free
59S XY-Symmetry 3P 4P 0 -6 Free Free Free Free Free Free
60S Y-Symmetry 59S 59X 0.5 0 Free Free Free Free Free Free
61S X-Symmetry 59S 59Y 0.5 0 Free Free Free Free Free Free
62S XY-Symmetry 3P 4P 0 -9 Free Free Free Free Free Free
63S Y-Symmetry 4P 4X 0.5 0 Free Free Free Free Free Free
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 24 de 99
64S X-Symmetry 4P 4Y 0.5 0 Free Free Free Free Free Free
65S XY-Symmetry 63S 64S 0.5 0 Free Free Free Free Free Free
66S XY-Symmetry 3P 4P 0 -15 Free Free Free Free Free Free
67S XY-Symmetry 3P 4P 0 -18 Free Free Free Free Free Free
68S XY-Symmetry 67S 67X 0.25 0 Free Free Free Free Free Free
69S Y-Symmetry 67S 67X 0.5 0 Free Free Free Free Free Free
70S XY-Symmetry 67S 67Y 0.25 0 Free Free Free Free Free Free
71S X-Symmetry 67S 67Y 0.5 0 Free Free Free Free Free Free
72S XY-Symmetry 69S 70S 0.333 0 Free Free Free Free Free Free
73S XY-Symmetry 69S 70S 0.666 0 Free Free Free Free Free Free
74S XY-Symmetry 68S 71S 0.666 0 Free Free Free Free Free Free
75S Y-Symmetry 72S 72X 0.5 0 Free Free Free Free Free Free
76S XY-Symmetry 3P 4P 0 -21 Free Free Free Free Free Free
77S XY-Symmetry 76S 76X 0.25 0 Free Free Free Free Free Free
78S Y-Symmetry 76S 76X 0.5 0 Free Free Free Free Free Free
79S XY-Symmetry 76S 76Y 0.25 0 Free Free Free Free Free Free
80S X-Symmetry 76S 76Y 0.5 0 Free Free Free Free Free Free
81S XY-Symmetry 78S 79S 0.333 0 Free Free Free Free Free Free
82S XY-Symmetry 78S 79S 0.666 0 Free Free Free Free Free Free
83S XY-Symmetry 77S 80S 0.666 0 Free Free Free Free Free Free
84S Y-Symmetry 81S 81X 0.5 0 Free Free Free Free Free Free
85S XY-Symmetry 3P 4P 0 -24 Free Free Free Free Free Free
86S XY-Symmetry 85S 85X 0.3513 0 Free Free Free Free Free Free
87S XY-Symmetry 85S 85Y 0.3513 0 Free Free Free Free Free Free
88S XY-Symmetry 86S 87S 0.5 0 Free Free Free Free Free Free
89S None 3P 4P 0 -36 Fixed Fixed Fixed Fixed Fixed Fixed
90S None 3X 4X 0 -36 Fixed Fixed Fixed Fixed Fixed Fixed
91S None 3XY 4XY 0 -36 Fixed Fixed Fixed Fixed Fixed Fixed
92S None 3Y 4Y 0 -36 Fixed Fixed Fixed Fixed Fixed Fixed
21X X-GenXY 1P 2P 0 33.3 Free Free Free Free Free Free
21XY XY-GenXY 1P 2P 0 33.3 Free Free Free Free Free Free
21Y Y-GenXY 1P 2P 0 33.3 Free Free Free Free Free Free
22X X-GenXY 1P 2P 0 31.4 Free Free Free Free Free Free
22XY XY-GenXY 1P 2P 0 31.4 Free Free Free Free Free Free
22Y Y-GenXY 1P 2P 0 31.4 Free Free Free Free Free Free
23X X-GenXY 1P 2P 0 29.5 Free Free Free Free Free Free
23XY XY-GenXY 1P 2P 0 29.5 Free Free Free Free Free Free
23Y Y-GenXY 1P 2P 0 29.5 Free Free Free Free Free Free
24Y Y-Gen 23X 12P 0.333 0 Free Free Free Free Free Free
25Y Y-Gen 23X 12P 0.666 0 Free Free Free Free Free Free
26X X-GenXY 1P 2P 0 27.5 Free Free Free Free Free Free
26XY XY-GenXY 1P 2P 0 27.5 Free Free Free Free Free Free
26Y Y-GenXY 1P 2P 0 27.5 Free Free Free Free Free Free
27X X-GenXY 1P 2P 0 25.5 Free Free Free Free Free Free
27XY XY-GenXY 1P 2P 0 25.5 Free Free Free Free Free Free
27Y Y-GenXY 1P 2P 0 25.5 Free Free Free Free Free Free
28X X-GenXY 1P 2P 0 23.6 Free Free Free Free Free Free
28XY XY-GenXY 1P 2P 0 23.6 Free Free Free Free Free Free
28Y Y-GenXY 1P 2P 0 23.6 Free Free Free Free Free Free
29Y Y-Gen 28X 13P 0.333 0 Free Free Free Free Free Free
30Y Y-Gen 28X 13P 0.666 0 Free Free Free Free Free Free
31X X-GenXY 1P 2P 0 21.6 Free Free Free Free Free Free
31XY XY-GenXY 1P 2P 0 21.6 Free Free Free Free Free Free
31Y Y-GenXY 1P 2P 0 21.6 Free Free Free Free Free Free
32X X-GenXY 1P 2P 0 19.6 Free Free Free Free Free Free
32XY XY-GenXY 1P 2P 0 19.6 Free Free Free Free Free Free
32Y Y-GenXY 1P 2P 0 19.6 Free Free Free Free Free Free
33Y Y-Gen 2X 14P 0.333 0 Free Free Free Free Free Free
34Y Y-Gen 2X 14P 0.666 0 Free Free Free Free Free Free
35X X-GenXY 2P 3P 0 15.7 Free Free Free Free Free Free
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 25 de 99
35XY XY-GenXY 2P 3P 0 15.7 Free Free Free Free Free Free
35Y Y-GenXY 2P 3P 0 15.7 Free Free Free Free Free Free
36X X-GenXY 2P 3P 0 13.7 Free Free Free Free Free Free
36XY XY-GenXY 2P 3P 0 13.7 Free Free Free Free Free Free
36Y Y-GenXY 2P 3P 0 13.7 Free Free Free Free Free Free
37Y Y-Gen 36S 36X 0.5 0 Free Free Free Free Free Free
38X X-Gen 36S 36Y 0.5 0 Free Free Free Free Free Free
39X X-GenXY 2P 3P 0 11.8 Free Free Free Free Free Free
39XY XY-GenXY 2P 3P 0 11.8 Free Free Free Free Free Free
39Y Y-GenXY 2P 3P 0 11.8 Free Free Free Free Free Free
40Y Y-Gen 39S 39X 0.5 0 Free Free Free Free Free Free
41X X-Gen 39S 39Y 0.5 0 Free Free Free Free Free Free
42Y Y-Gen 39X 15P 0.333 0 Free Free Free Free Free Free
43X X-GenXY 2P 3P 0 9.8 Free Free Free Free Free Free
43XY XY-GenXY 2P 3P 0 9.8 Free Free Free Free Free Free
43Y Y-GenXY 2P 3P 0 9.8 Free Free Free Free Free Free
44X X-GenXY 2P 3P 0 7.8 Free Free Free Free Free Free
44XY XY-GenXY 2P 3P 0 7.8 Free Free Free Free Free Free
44Y Y-GenXY 2P 3P 0 7.8 Free Free Free Free Free Free
45Y Y-Gen 44S 44X 0.5 0 Free Free Free Free Free Free
46X X-Gen 44S 44Y 0.5 0 Free Free Free Free Free Free
47X X-GenXY 2P 3P 0 5.9 Free Free Free Free Free Free
47XY XY-GenXY 2P 3P 0 5.9 Free Free Free Free Free Free
47Y Y-GenXY 2P 3P 0 5.9 Free Free Free Free Free Free
48Y Y-Gen 47S 47X 0.5 0 Free Free Free Free Free Free
49X X-Gen 47S 47Y 0.5 0 Free Free Free Free Free Free
50Y Y-Gen 47X 16P 0.333 0 Free Free Free Free Free Free
51X X-GenXY 2P 3P 0 3.9 Free Free Free Free Free Free
51XY XY-GenXY 2P 3P 0 3.9 Free Free Free Free Free Free
51Y Y-GenXY 2P 3P 0 3.9 Free Free Free Free Free Free
52X X-GenXY 2P 3P 0 1.9 Free Free Free Free Free Free
52XY XY-GenXY 2P 3P 0 1.9 Free Free Free Free Free Free
52Y Y-GenXY 2P 3P 0 1.9 Free Free Free Free Free Free
53Y Y-Gen 52S 52X 0.5 0 Free Free Free Free Free Free
54X X-Gen 52S 52Y 0.5 0 Free Free Free Free Free Free
55Y Y-Gen 3P 3X 0.5 0 Free Free Free Free Free Free
56X X-Gen 3P 3Y 0.5 0 Free Free Free Free Free Free
57Y Y-Gen 3X 17P 0.333 0 Free Free Free Free Free Free
58X X-GenXY 3P 4P 0 -3 Free Free Free Free Free Free
58XY XY-GenXY 3P 4P 0 -3 Free Free Free Free Free Free
58Y Y-GenXY 3P 4P 0 -3 Free Free Free Free Free Free
59X X-GenXY 3P 4P 0 -6 Free Free Free Free Free Free
59XY XY-GenXY 3P 4P 0 -6 Free Free Free Free Free Free
59Y Y-GenXY 3P 4P 0 -6 Free Free Free Free Free Free
60Y Y-Gen 59S 59X 0.5 0 Free Free Free Free Free Free
61X X-Gen 59S 59Y 0.5 0 Free Free Free Free Free Free
62X X-GenXY 3P 4P 0 -9 Free Free Free Free Free Free
62XY XY-GenXY 3P 4P 0 -9 Free Free Free Free Free Free
62Y Y-GenXY 3P 4P 0 -9 Free Free Free Free Free Free
63Y Y-Gen 4P 4X 0.5 0 Free Free Free Free Free Free
64X X-Gen 4P 4Y 0.5 0 Free Free Free Free Free Free
65X X-GenXY 63S 64S 0.5 0 Free Free Free Free Free Free
65XY XY-GenXY 63S 64S 0.5 0 Free Free Free Free Free Free
65Y Y-GenXY 63S 64S 0.5 0 Free Free Free Free Free Free
66X X-GenXY 3P 4P 0 -15 Free Free Free Free Free Free
66XY XY-GenXY 3P 4P 0 -15 Free Free Free Free Free Free
66Y Y-GenXY 3P 4P 0 -15 Free Free Free Free Free Free
67X X-GenXY 3P 4P 0 -18 Free Free Free Free Free Free
67XY XY-GenXY 3P 4P 0 -18 Free Free Free Free Free Free
67Y Y-GenXY 3P 4P 0 -18 Free Free Free Free Free Free
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 26 de 99
68X X-GenXY 67S 67X 0.25 0 Free Free Free Free Free Free
68XY XY-GenXY 67S 67X 0.25 0 Free Free Free Free Free Free
68Y Y-GenXY 67S 67X 0.25 0 Free Free Free Free Free Free
69Y Y-Gen 67S 67X 0.5 0 Free Free Free Free Free Free
70X X-GenXY 67S 67Y 0.25 0 Free Free Free Free Free Free
70XY XY-GenXY 67S 67Y 0.25 0 Free Free Free Free Free Free
70Y Y-GenXY 67S 67Y 0.25 0 Free Free Free Free Free Free
71X X-Gen 67S 67Y 0.5 0 Free Free Free Free Free Free
72X X-GenXY 69S 70S 0.333 0 Free Free Free Free Free Free
72XY XY-GenXY 69S 70S 0.333 0 Free Free Free Free Free Free
72Y Y-GenXY 69S 70S 0.333 0 Free Free Free Free Free Free
73X X-GenXY 69S 70S 0.666 0 Free Free Free Free Free Free
73XY XY-GenXY 69S 70S 0.666 0 Free Free Free Free Free Free
73Y Y-GenXY 69S 70S 0.666 0 Free Free Free Free Free Free
74X X-GenXY 68S 71S 0.666 0 Free Free Free Free Free Free
74XY XY-GenXY 68S 71S 0.666 0 Free Free Free Free Free Free
74Y Y-GenXY 68S 71S 0.666 0 Free Free Free Free Free Free
75Y Y-Gen 72S 72X 0.5 0 Free Free Free Free Free Free
76X X-GenXY 3P 4P 0 -21 Free Free Free Free Free Free
76XY XY-GenXY 3P 4P 0 -21 Free Free Free Free Free Free
76Y Y-GenXY 3P 4P 0 -21 Free Free Free Free Free Free
77X X-GenXY 76S 76X 0.25 0 Free Free Free Free Free Free
77XY XY-GenXY 76S 76X 0.25 0 Free Free Free Free Free Free
77Y Y-GenXY 76S 76X 0.25 0 Free Free Free Free Free Free
78Y Y-Gen 76S 76X 0.5 0 Free Free Free Free Free Free
79X X-GenXY 76S 76Y 0.25 0 Free Free Free Free Free Free
79XY XY-GenXY 76S 76Y 0.25 0 Free Free Free Free Free Free
79Y Y-GenXY 76S 76Y 0.25 0 Free Free Free Free Free Free
80X X-Gen 76S 76Y 0.5 0 Free Free Free Free Free Free
81X X-GenXY 78S 79S 0.333 0 Free Free Free Free Free Free
81XY XY-GenXY 78S 79S 0.333 0 Free Free Free Free Free Free
81Y Y-GenXY 78S 79S 0.333 0 Free Free Free Free Free Free
82X X-GenXY 78S 79S 0.666 0 Free Free Free Free Free Free
82XY XY-GenXY 78S 79S 0.666 0 Free Free Free Free Free Free
82Y Y-GenXY 78S 79S 0.666 0 Free Free Free Free Free Free
83X X-GenXY 77S 80S 0.666 0 Free Free Free Free Free Free
83XY XY-GenXY 77S 80S 0.666 0 Free Free Free Free Free Free
83Y Y-GenXY 77S 80S 0.666 0 Free Free Free Free Free Free
84Y Y-Gen 81S 81X 0.5 0 Free Free Free Free Free Free
85X X-GenXY 3P 4P 0 -24 Free Free Free Free Free Free
85XY XY-GenXY 3P 4P 0 -24 Free Free Free Free Free Free
85Y Y-GenXY 3P 4P 0 -24 Free Free Free Free Free Free
86X X-GenXY 85S 85X 0.3513 0 Free Free Free Free Free Free
86XY XY-GenXY 85S 85X 0.3513 0 Free Free Free Free Free Free
86Y Y-GenXY 85S 85X 0.3513 0 Free Free Free Free Free Free
87X X-GenXY 85S 85Y 0.3513 0 Free Free Free Free Free Free
87XY XY-GenXY 85S 85Y 0.3513 0 Free Free Free Free Free Free
87Y Y-GenXY 85S 85Y 0.3513 0 Free Free Free Free Free Free
88X X-GenXY 86S 87S 0.5 0 Free Free Free Free Free Free
88XY XY-GenXY 86S 87S 0.5 0 Free Free Free Free Free Free
88Y Y-GenXY 86S 87S 0.5 0 Free Free Free Free Free Free
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 27 de 99
Propiedades del acero:
Etiqueta Mód. Esfzo Esfzo Todos los Todos los Elemto Elemto Elemto Elemto
del de Fluen. Ruptura Elem Elem Rupt. Rupt. flex flex
Acero Elast. Fy Fu Esfzo Esfzo Hyp. 1 Hyp. 2 Hyp. 1 bearing
(MPa) (MPa) (MPa) Hyp. 1 Hyp. 2 (MPa) (MPa) (MPa) Hyp. 2
(MPa) (MPa) (MPa)
--------------------------------------------------------------------------------------------
A572-50 1.999e+005 343 450 0 0 0 0 0 0
Tornillos:
Etqta Diám. Barreno Cap Dist. Esp. Cap. Cap.
Tornillo al al entre Corte Corte
(cm) (cm) Corte Paño Torn. Hyp. 1 Hyp. 2
(kN) (cm) (cm) (kN) (kN)
--------------------------------------------------------------------
16 1.6 1.66 62 0 0 0 0
20 2 2.063 90 0 0 0 0
Number Bolts Used By Type:
Bolt Number
Type Bolts
------------
16 1226
20 880
Grupo de Angulos:
Etqta Desc. Tipo Tam. Mat. Elemto Gpo Opt. Permitir
Tipo Grupo adicionar
> perfil
para opt.
(cm)
-------------------------------------------------------------------------------------------------------------------------
0.000000 CRUCETA ALIM L 65X65X6H A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X6H A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 80X80X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 60X60X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA 2ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 80X80X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 60X60X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA 2ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 80X80X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 60X60X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA 2ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 80X80X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 60X60X5 A572-50 Beam Other None 0.000000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 28 de 99
0.000000 CRUCETA 2ALIM L 45X45X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 80X80X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 60X60X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA 2ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 80X80X6 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 60X60X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA 2ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CRUCETA ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 7X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 7X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 7X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 7X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 7X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 7X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 6X5/8 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 6X5/8 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 6X5/8 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIM L 100X100X7 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIM L 100X100X7 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIM L 100X100X7 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIM L 75X75X6 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIM L 75X75X6 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIM L 75X75X6 A572-50 Beam Leg None 0.000000
0.000000 CPO RECTO ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 45X45X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 45X45X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X6 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 50X50X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 50X50X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 50X50X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X6 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 50X50X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 45X45X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 65X65X5 A572-50 Beam Other None 0.000000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 29 de 99
0.000000 CPO RECTO ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X6 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CPO RECTO ALIM L 50X50X4 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 75X75X5 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 75X75X6 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIS L 4X3/8 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIS L 4X3/8 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X7H A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X7H A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 90X90X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X5 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X7H A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 65X65X5 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 75X75X5 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 65X65X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 65X65X5 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 65X65X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 65X65X5 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 60X60X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 50X50X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 50X50X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 45X45X4 A572-50 Truss Other None 0.000000
0.000000 CPO RECTO ALIM L 45X45X4 A572-50 Truss Other None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 30 de 99
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 100X100X8 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X8H A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X8H A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X8H A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 100X100X8 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 100X100X7 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X6 A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X8H A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X8H A572-50 Truss Other None 0.000000
0.000000 EXTENSION ALIM L 80X80X8H A572-50 Truss Other None 0.000000
0.000000 REDUNDANTES ALIM L 45X45X4 A572-50 Beam Redundant None 0.000000
0.000000 REDUNDANTES ALIM L 45X45X5 A572-50 Beam Redundant None 0.000000
0.000000 REDUNDANTES ALIM L 50X50X4 A572-50 Beam Redundant None 0.000000
0.000000 REDUNDANTES ALIM L 50X50X5 A572-50 Beam Redundant None 0.000000
0.000000 REDUNDANTES ALIM L 60X60X4 A572-50 Beam Redundant None 0.000000
0.000000 REDUNDANTES ALIM L 60X60X5 A572-50 Beam Redundant None 0.000000
0.000000 REDUNDANTES ALIM L 65X65X4 A572-50 Beam Redundant None 0.000000
0.000000 REDUNDANTES ALIM L 65X65X5 A572-50 Beam Redundant None 0.000000
0.000000 REDUNDANTES ALIM L 75X75X5 A572-50 Beam Redundant None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 65X65X4 A572-50 Beam Other None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 70X70X6 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 70X70X6 A572-50 Beam Other None 0.000000
0.000000 MONTANTE ALIS L 8X3/4 A572-50 Beam Leg None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 60X60X4 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 90X90X7 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL 2ALIM L 75X75X6 A572-50 Truss Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 65X65X5 A572-50 Beam Other None 0.000000
0.000000 CPO PIRAMIDAL ALIM L 65X65X5 A572-50 Beam Other None 0.000000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 31 de 99
Aggregate Angle Information:
Note: Estimate of surface area reported for painting purposes, not wind loading.
Angle Angle Material Total Total Total
Type Size Type Length Surface Area Weight
(m) (m^2) (N)
--------------------------------------------------------
ALIM L 65X65X6H A572-50 46.11 11.99 2673.29
ALIM L 75X75X5 A572-50 134.24 40.27 7611.91
ALIM L 75X75X6 A572-50 153.93 46.18 10374.25
ALIM L 65X65X5 A572-50 129.40 33.64 6283.67
ALIM L 60X60X5 A572-50 59.59 14.30 2671.44
ALIM L 80X80X6 A572-50 119.62 38.28 8613.28
ALIM L 45X45X4 A572-50 113.79 20.48 3058.65
2ALIM L 45X45X4 A572-50 8.67 1.56 466.09
ALIM L 65X65X4 A572-50 103.52 26.91 4082.24
2ALIM L 60X60X4 A572-50 3.33 0.80 241.74
2ALIM L 75X75X5 A572-50 4.00 1.20 453.62
ALIM L 60X60X4 A572-50 112.12 26.91 4069.68
ALIM L 50X50X4 A572-50 209.15 41.83 6278.38
ALIM L 90X90X6 A572-50 63.34 22.80 5157.73
ALIM L 100X100X7 A572-50 267.06 106.82 28294.30
ALIS L 5X1/2 A572-50 23.60 11.99 5581.85
ALIS L 6X5/8 A572-50 23.68 14.43 8363.46
ALIS L 7X3/4 A572-50 47.35 34.09 23833.83
ALIS L 8X3/4 A572-50 146.14 118.79 82995.85
ALIM L 80X80X7H A572-50 31.27 10.01 2604.54
ALIM L 90X90X7 A572-50 95.62 34.42 8986.52
ALIS L 4X3/8 A572-50 30.71 12.48 4393.06
2ALIM L 75X75X6 A572-50 26.89 8.07 3623.94
ALIM L 80X80X8H A572-50 104.48 33.43 9870.41
Sum of Unfactored Dead Load and Drag Areas From Equipment, Input and Calculated:
Joint Dead X-Drag Y-Drag
Label Load Area Area
(kN) (m^2) (m^2)
-----------------------------
1P 0.419 0.472 0.467
2P 1.3 1.011 0.982
3P 1.88 1.187 1.112
4P 1.94 1.113 1.113
5P 0.668 0.738 0.210
6P 0.593 0.704 0.236
7P 0.593 0.704 0.236
8P 0.593 0.704 0.236
9P 0.566 0.662 0.247
10P 0.577 0.661 0.285
11P 0.612 0.688 0.324
12P 0.251 0.240 0.147
13P 0.251 0.240 0.147
14P 0.251 0.240 0.147
15P 0.371 0.367 0.204
16P 0.449 0.367 0.265
17P 0.579 0.382 0.337
1X 0.419 0.472 0.467
1XY 0.419 0.472 0.467
1Y 0.419 0.472 0.467
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 32 de 99
2X 1.23 0.936 0.989
2XY 1.23 0.936 0.989
2Y 1.3 1.011 0.982
3X 1.76 1.073 1.037
3XY 1.76 1.073 1.037
3Y 1.88 1.187 1.112
4X 1.94 1.113 1.113
4XY 1.94 1.113 1.113
4Y 1.94 1.113 1.113
5X 0.668 0.738 0.210
12Y 0.251 0.240 0.147
13Y 0.251 0.240 0.147
14Y 0.251 0.240 0.147
15Y 0.371 0.367 0.204
16Y 0.449 0.367 0.265
17Y 0.579 0.382 0.337
21S 0.573 0.667 0.695
22S 0.525 0.700 0.685
23S 0.701 0.825 0.761
24S 0.175 0.187 0.090
25S 0.175 0.188 0.090
26S 0.461 0.514 0.514
27S 0.693 0.814 0.831
28S 0.981 0.921 0.891
29S 0.175 0.187 0.090
30S 0.175 0.188 0.090
31S 0.867 0.626 0.630
32S 1.09 0.914 0.941
33S 0.175 0.187 0.090
34S 0.175 0.188 0.090
35S 1.17 0.725 0.735
36S 1.12 0.797 0.825
37S 0.237 0.278 0.152
38S 0.259 0.171 0.301
39S 1.26 0.804 0.796
40S 0.385 0.395 0.247
41S 0.364 0.247 0.389
42S 0.281 0.326 0.130
43S 1.47 0.763 0.763
44S 1.17 0.756 0.724
45S 0.499 0.518 0.333
46S 0.499 0.333 0.518
47S 1.46 0.956 0.900
48S 0.428 0.441 0.255
49S 0.442 0.275 0.468
50S 0.325 0.326 0.162
51S 1.55 0.802 0.809
52S 1.2 0.814 0.774
53S 0.569 0.612 0.352
54S 0.583 0.372 0.639
55S 0.797 0.668 0.407
56S 0.747 0.407 0.638
57S 0.354 0.341 0.195
58S 2.68 1.452 1.452
59S 1.88 1.092 1.092
60S 1.02 1.019 0.604
61S 1.02 0.604 1.019
62S 2.65 1.348 1.348
63S 1.24 1.257 0.717
64S 1.24 0.717 1.257
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 33 de 99
65S 0.24 0.295 0.165
66S 2.76 1.652 1.652
67S 1.84 1.122 1.122
68S 0.12 0.170 0.051
69S 1.24 1.241 0.655
70S 0.12 0.051 0.170
71S 1.23 0.640 1.241
72S 0.0813 0.121 0.051
73S 0.121 0.137 0.137
74S 0.0604 0.051 0.086
75S 0.0514 0.070 0.016
76S 2.9 1.833 1.833
77S 0.292 0.364 0.213
78S 0.668 0.498 0.282
79S 0.293 0.213 0.364
80S 0.658 0.265 0.498
81S 0.0884 0.131 0.055
82S 0.135 0.152 0.152
83S 0.0657 0.055 0.093
84S 0.0559 0.076 0.017
85S 4.45 1.973 1.973
86S 1.23 1.085 0.874
87S 1.23 0.874 1.085
88S 0.242 0.291 0.291
89S 4.69 3.478 3.478
90S 4.69 3.478 3.478
91S 4.69 3.478 3.478
92S 4.69 3.478 3.478
21X 0.573 0.667 0.695
21XY 0.573 0.667 0.695
21Y 0.573 0.667 0.695
22X 0.493 0.663 0.662
22XY 0.493 0.663 0.662
22Y 0.525 0.700 0.685
23X 0.633 0.750 0.769
23XY 0.633 0.750 0.769
23Y 0.701 0.825 0.761
24Y 0.175 0.187 0.090
25Y 0.175 0.188 0.090
26X 0.461 0.514 0.514
26XY 0.461 0.514 0.514
26Y 0.461 0.514 0.514
27X 0.661 0.777 0.808
27XY 0.661 0.777 0.808
27Y 0.693 0.814 0.831
28X 0.913 0.846 0.899
28XY 0.913 0.846 0.899
28Y 0.981 0.921 0.891
29Y 0.175 0.187 0.090
30Y 0.175 0.188 0.090
31X 0.867 0.626 0.630
31XY 0.867 0.626 0.630
31Y 0.867 0.626 0.630
32X 1.05 0.878 0.918
32XY 1.05 0.878 0.918
32Y 1.09 0.914 0.941
33Y 0.175 0.187 0.090
34Y 0.175 0.188 0.090
35X 1.17 0.725 0.735
35XY 1.17 0.725 0.735
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 34 de 99
35Y 1.17 0.725 0.735
36X 1.11 0.784 0.809
36XY 1.11 0.784 0.809
36Y 1.12 0.797 0.825
37Y 0.237 0.278 0.152
38X 0.259 0.171 0.301
39X 1.16 0.695 0.746
39XY 1.16 0.695 0.746
39Y 1.26 0.804 0.796
40Y 0.385 0.395 0.247
41X 0.444 0.344 0.476
42Y 0.281 0.326 0.130
43X 1.47 0.763 0.763
43XY 1.47 0.763 0.763
43Y 1.47 0.763 0.763
44X 1.15 0.744 0.701
44XY 1.15 0.744 0.701
44Y 1.17 0.756 0.724
45Y 0.499 0.518 0.333
46X 0.499 0.333 0.518
47X 1.35 0.847 0.837
47XY 1.35 0.847 0.837
47Y 1.46 0.956 0.900
48Y 0.428 0.441 0.255
49X 0.551 0.373 0.576
50Y 0.325 0.326 0.162
51X 1.55 0.802 0.809
51XY 1.55 0.802 0.809
51Y 1.55 0.802 0.809
52X 1.18 0.801 0.744
52XY 1.18 0.801 0.744
52Y 1.2 0.814 0.774
53Y 0.569 0.612 0.352
54X 0.583 0.372 0.639
55Y 0.797 0.668 0.407
56X 0.871 0.509 0.768
57Y 0.354 0.341 0.195
58X 2.68 1.452 1.452
58XY 2.68 1.452 1.452
58Y 2.68 1.452 1.452
59X 1.88 1.092 1.092
59XY 1.88 1.092 1.092
59Y 1.88 1.092 1.092
60Y 1.02 1.019 0.604
61X 1.02 0.604 1.019
62X 2.65 1.348 1.348
62XY 2.65 1.348 1.348
62Y 2.65 1.348 1.348
63Y 1.24 1.257 0.717
64X 1.24 0.717 1.257
65X 0.24 0.295 0.165
65XY 0.24 0.295 0.165
65Y 0.24 0.295 0.165
66X 2.76 1.652 1.652
66XY 2.76 1.652 1.652
66Y 2.76 1.652 1.652
67X 1.84 1.122 1.122
67XY 1.84 1.122 1.122
67Y 1.84 1.122 1.122
68X 0.12 0.170 0.051
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 35 de 99
68XY 0.12 0.170 0.051
68Y 0.12 0.170 0.051
69Y 1.24 1.241 0.655
70X 0.106 0.035 0.154
70XY 0.106 0.035 0.154
70Y 0.12 0.051 0.170
71X 1.23 0.640 1.241
72X 0.0813 0.121 0.051
72XY 0.0813 0.121 0.051
72Y 0.0813 0.121 0.051
73X 0.121 0.137 0.137
73XY 0.121 0.137 0.137
73Y 0.121 0.137 0.137
74X 0.0471 0.035 0.070
74XY 0.0471 0.035 0.070
74Y 0.0604 0.051 0.086
75Y 0.0514 0.070 0.016
76X 2.9 1.833 1.833
76XY 2.9 1.833 1.833
76Y 2.9 1.833 1.833
77X 0.292 0.364 0.213
77XY 0.292 0.364 0.213
77Y 0.292 0.364 0.213
78Y 0.668 0.498 0.282
79X 0.293 0.213 0.364
79XY 0.293 0.213 0.364
79Y 0.293 0.213 0.364
80X 0.658 0.265 0.498
81X 0.0884 0.131 0.055
81XY 0.0884 0.131 0.055
81Y 0.0884 0.131 0.055
82X 0.135 0.152 0.152
82XY 0.135 0.152 0.152
82Y 0.135 0.152 0.152
83X 0.0657 0.055 0.093
83XY 0.0657 0.055 0.093
83Y 0.0657 0.055 0.093
84Y 0.0559 0.076 0.017
85X 4.45 1.973 1.973
85XY 4.45 1.973 1.973
85Y 4.45 1.973 1.973
86X 1.23 1.085 0.874
86XY 1.23 1.085 0.874
86Y 1.23 1.085 0.874
87X 1.23 0.874 1.085
87XY 1.23 0.874 1.085
87Y 1.23 0.874 1.085
88X 0.242 0.291 0.291
88XY 0.242 0.291 0.291
88Y 0.242 0.291 0.291
Total 241 171.022 162.939
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 36 de 99
Unadjusted Dead Load and Drag Areas by Section:
Section Unfactored X-Drag Y-Drag X-Drag Y-Drag
Label Dead Load Area All Area All Area Face Area Face
(kN) (m^2) (m^2) (m^2) (m^2)
---------------------------------------------------------
SEC-1 4.718 5.281 3.150 2.280 1.095
SEC-2 6.165 7.069 5.200 2.814 1.330
SEC-3 9.324 10.017 8.222 3.901 2.397
SEC-4 14.021 11.269 9.530 4.388 2.830
SEC-5 17.781 12.677 10.882 4.849 3.249
SEC-6 21.994 13.291 11.714 5.177 3.350
SEC-7 23.669 14.435 12.966 5.568 3.784
SEC-8 46.767 24.778 24.257 9.042 9.042
SEC-9 11.057 5.614 5.614 2.203 2.203
SEC-10 14.091 8.691 8.473 2.749 2.749
SEC-11 33.461 20.876 20.638 6.885 6.885
SEC-12 37.536 17.848 17.848 6.990 6.990
Total 240.584 151.845 138.495 56.846 45.905
Manually Input Dead Loads and Drag Areas:
EtiquePunto de Carga Area Area
de PunSugesiónVerticalTransversal Longitudinal
de Carga Muerta de Viento de Viento
(kN) (m^2) (m^2)
----------------------------------------------
V-1 1P 0.000 0.146 0.000
V-2 1X 0.000 0.146 0.000
V-3 1XY 0.000 0.146 0.000
V-4 1Y 0.000 0.146 0.000
V-5 21S 0.000 0.146 0.000
V-6 21X 0.000 0.146 0.000
V-7 21XY 0.000 0.146 0.000
V-8 21Y 0.000 0.146 0.000
V-9 22S 0.000 0.146 0.058
V-10 22X 0.000 0.146 0.058
V-11 22XY 0.000 0.146 0.058
V-12 22Y 0.000 0.146 0.058
V-13 23S 0.000 0.146 0.058
V-14 23X 0.000 0.146 0.058
V-15 23XY 0.000 0.146 0.058
V-16 23Y 0.000 0.146 0.058
V-17 27S 0.000 0.169 0.058
V-18 27X 0.000 0.169 0.058
V-19 27XY 0.000 0.169 0.058
V-20 27Y 0.000 0.169 0.058
V-21 28S 0.000 0.169 0.058
V-22 28X 0.000 0.169 0.058
V-23 28XY 0.000 0.169 0.058
V-24 28Y 0.000 0.169 0.058
V-25 32S 0.000 0.169 0.058
V-26 32X 0.000 0.169 0.058
V-27 32XY 0.000 0.169 0.058
V-28 32Y 0.000 0.169 0.058
V-29 2P 0.000 0.169 0.058
V-30 2X 0.000 0.169 0.058
V-31 2XY 0.000 0.169 0.058
V-32 2Y 0.000 0.169 0.058
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 37 de 99
V-33 36S 0.000 0.190 0.078
V-34 36X 0.000 0.190 0.078
V-35 36XY 0.000 0.190 0.078
V-36 36Y 0.000 0.190 0.078
V-37 39S 0.000 0.190 0.078
V-38 39X 0.000 0.190 0.078
V-39 39XY 0.000 0.190 0.078
V-40 39Y 0.000 0.190 0.078
V-41 44S 0.000 0.246 0.196
V-42 44X 0.000 0.246 0.196
V-43 44XY 0.000 0.246 0.196
V-44 44Y 0.000 0.246 0.196
V-45 47S 0.000 0.246 0.196
V-46 47X 0.000 0.246 0.196
V-47 47XY 0.000 0.246 0.196
V-48 47Y 0.000 0.246 0.196
V-49 52S 0.000 0.274 0.232
V-50 52X 0.000 0.274 0.232
V-51 52XY 0.000 0.274 0.232
V-52 52Y 0.000 0.274 0.232
V-53 3P 0.000 0.274 0.232
V-54 3X 0.000 0.274 0.232
V-55 3XY 0.000 0.274 0.232
V-56 3Y 0.000 0.274 0.232
V-57 58S 0.000 0.147 0.147
V-58 58X 0.000 0.147 0.147
V-59 58XY 0.000 0.147 0.147
V-60 58Y 0.000 0.147 0.147
V-61 59S 0.000 0.375 0.375
V-62 59X 0.000 0.375 0.375
V-63 59XY 0.000 0.375 0.375
V-64 59Y 0.000 0.375 0.375
V-65 4P 0.000 0.334 0.334
V-66 4X 0.000 0.334 0.334
V-67 4XY 0.000 0.334 0.334
V-68 4Y 0.000 0.334 0.334
V-69 66S 0.000 0.249 0.249
V-70 66X 0.000 0.249 0.249
V-71 66XY 0.000 0.249 0.249
V-72 66Y 0.000 0.249 0.249
V-73 67S 0.000 0.408 0.408
V-74 67X 0.000 0.408 0.408
V-75 67XY 0.000 0.408 0.408
V-76 67Y 0.000 0.408 0.408
V-77 76S 0.000 0.340 0.340
V-78 76X 0.000 0.340 0.340
V-79 76XY 0.000 0.340 0.340
V-80 76Y 0.000 0.340 0.340
V-81 85S 0.000 0.334 0.334
V-82 85X 0.000 0.334 0.334
V-83 85XY 0.000 0.334 0.334
V-84 85Y 0.000 0.334 0.334
V-85 89S 0.000 1.247 1.247
V-86 90S 0.000 1.247 1.247
V-87 91S 0.000 1.247 1.247
V-88 92S 0.000 1.247 1.247
Total 0.000 24.444 19.176
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 38 de 99
*** Datos de las cargas
Cargar de un archivo: d:\my documents\2tdd\2tdd factorizada.lca
Insulator dead and wind loads are already included in the point loads printed below.
Loading Method Parameters:
Structure Height Summary (used for calculating wind/ice adjust with height):
Z of ground for wind height adjust -35.00 (m) and structure Z coordinate that will be put on the centerline ground profile in
PLS-CADD.
Ground elevation shift 0.00 (m)
Z of ground with shift -35.00 (m)
Z of structure top (highest joint) 35.30 (m)
Structure height 71.30 (m)
Structure height above ground 70.30 (m)
Vector Load Cases:
Load Case Dead Wind SF for SF for SF for SF For Point Wind/Ice Trans. Longit. Ice Ice Joint
Description Load Area Steel Poles Guys Insuls. Found. Loads Model Wind Wind Thick. Density Displ.
Factor Factor Tubular Arms and Pressure Pressure
and Towers Cables (Pa) (Pa) (cm) (N/m^3)
-------------------------------------------------------------------------------------------------------------------------------
1 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 2256 0 0.000 0.000
1A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 2256 0 0.000 0.000
1D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 2256 0 0.000 0.000
2 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 2256 0.000 0.000
2A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 2256 0.000 0.000
2D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 2256 0.000 0.000
3 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 1595 1595 0.000 0.000
3A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 1595 1595 0.000 0.000
3D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 1595 1595 0.000 0.000
4 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 2256 0 0.000 0.000
4A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 2256 0 0.000 0.000
4D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 2256 0 0.000 0.000
5 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 2256 0.000 0.000
5A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 2256 0.000 0.000
5D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 2256 0.000 0.000
6 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 1595 1595 0.000 0.000
6A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 1595 1595 0.000 0.000
6D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 1595 1595 0.000 0.000
7A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 1 load Wind on Face 0 0 0.000 0.000
7B 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 2 loads Wind on Face 0 0 0.000 0.000
7C 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 3 loads Wind on Face 0 0 0.000 0.000
7D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on Face 0 0 0.000 0.000
7E 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000
7F 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 0 0 0.000 0.000
7G 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 7 loads Wind on Face 0 0 0.000 0.000
7H 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000
7I 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 9 loads Wind on Face 0 0 0.000 0.000
7L 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 10 loads Wind on Face 0 0 0.000 0.000
7M 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 11 loads Wind on Face 0 0 0.000 0.000
7N 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 12 loads Wind on Face 0 0 0.000 0.000
7O 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 13 loads Wind on Face 0 0 0.000 0.000
7P 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 14 loads Wind on Face 0 0 0.000 0.000
8A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 14 loads Wind on Face 0 0 0.000 0.000
8B 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 14 loads Wind on Face 0 0 0.000 0.000
8C 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8E 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8F 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8G 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8H 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8I 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8L 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8M 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8N 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8O 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
8P 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
9 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 2256 0 0.000 0.000
9A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 2256 0 0.000 0.000
9D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 2256 0 0.000 0.000
10 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 2256 0.000 0.000
10A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 2256 0.000 0.000
10D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 2256 0.000 0.000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 39 de 99
11 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 1595 1595 0.000 0.000
11A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 1595 1595 0.000 0.000
11D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 1595 1595 0.000 0.000
12A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 1 load Wind on Face 0 0 0.000 0.000
12B 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 2 loads Wind on Face 0 0 0.000 0.000
12C 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 3 loads Wind on Face 0 0 0.000 0.000
12D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on Face 0 0 0.000 0.000
12E 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000
12F 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 0 0 0.000 0.000
12G 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 7 loads Wind on Face 0 0 0.000 0.000
12H 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000
12I 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 9 loads Wind on Face 0 0 0.000 0.000
12L 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 10 loads Wind on Face 0 0 0.000 0.000
12M 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 11 loads Wind on Face 0 0 0.000 0.000
12N 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 12 loads Wind on Face 0 0 0.000 0.000
12O 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 13 loads Wind on Face 0 0 0.000 0.000
12P 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 14 loads Wind on Face 0 0 0.000 0.000
13A 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 14 loads Wind on Face 0 0 0.000 0.000
13B 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 14 loads Wind on Face 0 0 0.000 0.000
13C 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13D 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13E 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13F 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13G 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13H 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13I 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13L 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13M 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13N 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13O 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 loads Wind on Face 0 0 0.000 0.000
13P 1.3764 1.0000 1.00000 1.0000 1.0000 1.0000 20 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)
-----------------------------------------------
5X 5591.7 30509.1 3335.4
5P 5591.7 30509.1 3335.4
12P 8780 24279.8 46670.8
12Y 8780 24279.8 -40000
6P 17560 48560 6670.8
13P 8780 24279.8 46670.8
13Y 8780 24279.8 -40000
7P 17560 48560 6670.8
14P 8780 24279.8 46670.8
14Y 8780 24279.8 -40000
8P 17560 48560 6670.8
15P 8780 24279.8 46670.8
15Y 8780 24279.8 -40000
9P 17560 48560 6670.8
16P 8780 24279.8 46670.8
16Y 8780 24279.8 -40000
10P 17560 48560 6670.8
17P 8780 24279.8 46670.8
17Y 8780 24279.8 -40000
11P 17560 48560 6670.8
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 40 de 99
Point Loads for Load Case "1A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X -1471.5 30509.1 3335.4
5P -1471.5 30509.1 3335.4
12P 294.3 24279.8 46670.8
12Y 294.3 24279.8 -40000
6P 588.6 48560 6670.8
13P 294.3 24279.8 46670.8
13Y 294.3 24279.8 -40000
7P 588.6 48560 6670.8
14P 294.3 24279.8 46670.8
14Y 294.3 24279.8 -40000
8P 588.6 48560 6670.8
15P 294.3 24279.8 46670.8
15Y 294.3 24279.8 -40000
9P 588.6 48560 6670.8
16P 294.3 24279.8 46670.8
16Y 294.3 24279.8 -40000
10P 588.6 48560 6670.8
17P 294.3 24279.8 46670.8
17Y 294.3 24279.8 -40000
11P 588.6 48560 6670.8
Point Loads for Load Case "1D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 30509.1 3335.4
5P 5591.7 30509.1 3335.4
6P 17560 48560 6670.8
7P 17560 48560 6670.8
8P 17560 48560 6670.8
9P 17560 48560 6670.8
10P 17560 48560 6670.8
11P 17560 48560 6670.8
Point Loads for Load Case "2":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 13930.2 2746.8
5P 5591.7 13930.2 2746.8
12P 8780 15107.4 46768.9
12Y 8780 15107.4 -40000
6P 17560 30214.8 6768.9
13P 8780 15107.4 46768.9
13Y 8780 15107.4 -40000
7P 17560 30214.8 6768.9
14P 8780 15107.4 46768.9
14Y 8780 15107.4 -40000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 41 de 99
8P 17560 30214.8 6768.9
15P 8780 15107.4 46768.9
15Y 8780 15107.4 -40000
9P 17560 30214.8 6768.9
16P 8780 15107.4 46768.9
16Y 8780 15107.4 -40000
10P 17560 30214.8 6768.9
17P 8780 15107.4 46768.9
17Y 8780 15107.4 -40000
11P 17560 30214.8 6768.9
Point Loads for Load Case "2A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X -1471.5 13930.2 2746.8
5P -1471.5 13930.2 2746.8
12P 294.3 15107.4 46768.9
12Y 294.3 15107.4 -40000
6P 588.6 30214.8 6768.9
13P 294.3 15107.4 46768.9
13Y 294.3 15107.4 -40000
7P 588.6 30214.8 6768.9
14P 294.3 15107.4 46768.9
14Y 294.3 15107.4 -40000
8P 588.6 30214.8 6768.9
15P 294.3 15107.4 46768.9
15Y 294.3 15107.4 -40000
9P 588.6 30214.8 6768.9
16P 294.3 15107.4 46768.9
16Y 294.3 15107.4 -40000
10P 588.6 30214.8 6768.9
17P 294.3 15107.4 46768.9
17Y 294.3 15107.4 -40000
11P 588.6 30214.8 6768.9
Point Loads for Load Case "2D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 13930.2 2746.8
5P 5591.7 13930.2 2746.8
6P 17560 30214.8 6768.9
7P 17560 30214.8 6768.9
8P 17560 30214.8 6768.9
9P 17560 30214.8 6768.9
10P 17560 30214.8 6768.9
11P 17560 30214.8 6768.9
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 42 de 99
Point Loads for Load Case "3":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 23151.6 2746.8
5P 5591.7 23151.6 2746.8
12P 8780 18835.2 46082.2
12Y 8780 18835.2 -40000
6P 17560 37670.4 6082.2
13P 8780 18835.2 46082.2
13Y 8780 18835.2 -40000
7P 17560 37670.4 6082.2
14P 8780 18835.2 46082.2
14Y 8780 18835.2 -40000
8P 17560 37670.4 6082.2
15P 8780 18835.2 46082.2
15Y 8780 18835.2 -40000
9P 17560 37670.4 6082.2
16P 8780 18835.2 46082.2
16Y 8780 18835.2 -40000
10P 17560 37670.4 6082.2
17P 8780 18835.2 46082.2
17Y 8780 18835.2 -40000
11P 17560 37670.4 6082.2
Point Loads for Load Case "3A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X -1471.5 23151.6 2746.8
5P -1471.5 23151.6 2746.8
12P 294.3 18835.2 46082.2
12Y 294.3 18835.2 -40000
6P 588.6 37670.4 6082.2
13P 294.3 18835.2 46082.2
13Y 294.3 18835.2 -40000
7P 588.6 37670.4 6082.2
14P 294.3 18835.2 46082.2
14Y 294.3 18835.2 -40000
8P 588.6 37670.4 6082.2
15P 294.3 18835.2 46082.2
15Y 294.3 18835.2 -40000
9P 588.6 37670.4 6082.2
16P 294.3 18835.2 46082.2
16Y 294.3 18835.2 -40000
10P 588.6 37670.4 6082.2
17P 294.3 18835.2 46082.2
17Y 294.3 18835.2 -40000
11P 588.6 37670.4 6082.2
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 43 de 99
Point Loads for Load Case "3D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 23151.6 2746.8
5P 5591.7 23151.6 2746.8
6P 17560 37670.4 6082.2
7P 17560 37670.4 6082.2
8P 17560 37670.4 6082.2
9P 17560 37670.4 6082.2
10P 17560 37670.4 6082.2
11P 17560 37670.4 6082.2
Point Loads for Load Case "4":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 4316.4 8142.3 28350.9
5P 4316.4 8142.3 28350.9
12P 6376.5 7946.1 85910.8
12Y 6376.5 7946.1 -40000
6P 12753 15892.2 45910.8
13P 6376.5 7946.1 85910.8
13Y 6376.5 7946.1 -40000
7P 12753 15892.2 45910.8
14P 6376.5 7946.1 85910.8
14Y 6376.5 7946.1 -40000
8P 12753 15892.2 45910.8
15P 6376.5 7946.1 85910.8
15Y 6376.5 7946.1 -40000
9P 12753 15892.2 45910.8
16P 6376.5 7946.1 85910.8
16Y 6376.5 7946.1 -40000
10P 12753 15892.2 45910.8
17P 6376.5 7946.1 85910.8
17Y 6376.5 7946.1 -40000
11P 12753 15892.2 45910.8
Point Loads for Load Case "4A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 1471.5 8142.3 28350.9
5P 1471.5 8142.3 28350.9
12P 490.5 7946.1 85910.8
12Y 490.5 7946.1 -40000
6P 981 15892.2 45910.8
13P 490.5 7946.1 85910.8
13Y 490.5 7946.1 -40000
7P 981 15892.2 45910.8
14P 490.5 7946.1 85910.8
14Y 490.5 7946.1 -40000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 44 de 99
8P 981 15892.2 45910.8
15P 490.5 7946.1 85910.8
15Y 490.5 7946.1 -40000
9P 981 15892.2 45910.8
16P 490.5 7946.1 85910.8
16Y 490.5 7946.1 -40000
10P 981 15892.2 45910.8
17P 490.5 7946.1 85910.8
17Y 490.5 7946.1 -40000
11P 981 15892.2 45910.8
Point Loads for Load Case "4D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 4316.4 8142.3 28350.9
5P 4316.4 8142.3 28350.9
6P 12753 15892.2 45910.8
7P 12753 15892.2 45910.8
8P 12753 15892.2 45910.8
9P 12753 15892.2 45910.8
10P 12753 15892.2 45910.8
11P 12753 15892.2 45910.8
Point Loads for Load Case "5":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 4316.4 8240.4 19031.4
5P 4316.4 8240.4 19031.4
12P 6376.5 6670.8 80221
12Y 6376.5 6670.8 -40000
6P 12753 13341.6 40221
13P 6376.5 6670.8 80221
13Y 6376.5 6670.8 -40000
7P 12753 13341.6 40221
14P 6376.5 6670.8 80221
14Y 6376.5 6670.8 -40000
8P 12753 13341.6 40221
15P 6376.5 6670.8 80221
15Y 6376.5 6670.8 -40000
9P 12753 13341.6 40221
16P 6376.5 6670.8 80221
16Y 6376.5 6670.8 -40000
10P 12753 13341.6 40221
17P 6376.5 6670.8 80221
17Y 6376.5 6670.8 -40000
11P 12753 13341.6 40221
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 45 de 99
Point Loads for Load Case "5A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 1471.5 8240.4 19031.4
5P 1471.5 8240.4 19031.4
12P 490.5 6670.8 80221
12Y 490.5 6670.8 -40000
6P 981 13341.6 40221
13P 490.5 6670.8 80221
13Y 490.5 6670.8 -40000
7P 981 13341.6 40221
14P 490.5 6670.8 80221
14Y 490.5 6670.8 -40000
8P 981 13341.6 40221
15P 490.5 6670.8 80221
15Y 490.5 6670.8 -40000
9P 981 13341.6 40221
16P 490.5 6670.8 80221
16Y 490.5 6670.8 -40000
10P 981 13341.6 40221
17P 490.5 6670.8 80221
17Y 490.5 6670.8 -40000
11P 981 13341.6 40221
Point Loads for Load Case "5D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 4316.4 8240.4 19031.4
5P 4316.4 8240.4 19031.4
6P 12753 13341.6 40221
7P 12753 13341.6 40221
8P 12753 13341.6 40221
9P 12753 13341.6 40221
10P 12753 13341.6 40221
11P 12753 13341.6 40221
Point Loads for Load Case "6":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 4316.4 8534.7 23445.9
5P 4316.4 8534.7 23445.9
12P 6376.5 7014.15 79436.2
12Y 6376.5 7014.15 -40000
6P 12753 14028.3 39436.2
13P 6376.5 7014.15 79436.2
13Y 6376.5 7014.15 -40000
7P 12753 14028.3 39436.2
14P 6376.5 7014.15 79436.2
14Y 6376.5 7014.15 -40000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 46 de 99
8P 12753 14028.3 39436.2
15P 6376.5 7014.15 79436.2
15Y 6376.5 7014.15 -40000
9P 12753 14028.3 39436.2
16P 6376.5 7014.15 79436.2
16Y 6376.5 7014.15 -40000
10P 12753 14028.3 39436.2
17P 6376.5 7014.15 79436.2
17Y 6376.5 7014.15 -40000
11P 12753 14028.3 39436.2
Point Loads for Load Case "6A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 1471.5 8534.7 23445.9
5P 1471.5 8534.7 23445.9
12P 490.5 7014.15 79436.2
12Y 490.5 7014.15 -40000
6P 981 14028.3 39436.2
13P 490.5 7014.15 79436.2
13Y 490.5 7014.15 -40000
7P 981 14028.3 39436.2
14P 490.5 7014.15 79436.2
14Y 490.5 7014.15 -40000
8P 981 14028.3 39436.2
15P 490.5 7014.15 79436.2
15Y 490.5 7014.15 -40000
9P 981 14028.3 39436.2
16P 490.5 7014.15 79436.2
16Y 490.5 7014.15 -40000
10P 981 14028.3 39436.2
17P 490.5 7014.15 79436.2
17Y 490.5 7014.15 -40000
11P 981 14028.3 39436.2
Point Loads for Load Case "6D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 4316.4 8534.7 23445.9
5P 4316.4 8534.7 23445.9
6P 12753 14028.3 39436.2
7P 12753 14028.3 39436.2
8P 12753 14028.3 39436.2
9P 12753 14028.3 39436.2
10P 12753 14028.3 39436.2
11P 12753 14028.3 39436.2
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 47 de 99
Point Loads for Load Case "7A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 16284.6 14126.4 11673.9
Point Loads for Load Case "7B":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 36297 29528.1 24426.9
Point Loads for Load Case "7C":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 36297 29528.1 24426.9
Point Loads for Load Case "7D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 36297 29528.1 24426.9
Point Loads for Load Case "7E":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 36297 29528.1 24426.9
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 48 de 99
Point Loads for Load Case "7F":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 36297 29528.1 24426.9
Point Loads for Load Case "7G":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 36297 29528.1 24426.9
Point Loads for Load Case "7H":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
5X 16284.6 14126.4 11673.9
Point Loads for Load Case "7I":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
5X 6278.4 14126.4 0
12P 36297 29528.1 24426.9
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 49 de 99
Point Loads for Load Case "7L":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
5X 6278.4 14126.4 0
12P 19914.3 29528.1 0
13P 36297 29528.1 24426.9
Point Loads for Load Case "7M":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
5X 6278.4 14126.4 0
12P 19914.3 29528.1 0
13P 19914.3 29528.1 0
14P 36297 29528.1 24426.9
Point Loads for Load Case "7N":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
5X 6278.4 14126.4 0
12P 19914.3 29528.1 0
13P 19914.3 29528.1 0
14P 19914.3 29528.1 0
15P 36297 29528.1 24426.9
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 50 de 99
Point Loads for Load Case "7O":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
5X 6278.4 14126.4 0
12P 19914.3 29528.1 0
13P 19914.3 29528.1 0
14P 19914.3 29528.1 0
15P 19914.3 29528.1 0
16P 36297 29528.1 24426.9
Point Loads for Load Case "7P":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
5X 6278.4 14126.4 0
12P 19914.3 29528.1 0
13P 19914.3 29528.1 0
14P 19914.3 29528.1 0
15P 19914.3 29528.1 0
16P 19914.3 29528.1 0
17P 36297 29528.1 24426.9
Point Loads for Load Case "8A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 14126.4 0
5X 12949.2 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 19914.3 29528.1 0
13P 19914.3 29528.1 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 51 de 99
14P 19914.3 29528.1 0
15P 19914.3 29528.1 0
16P 19914.3 29528.1 0
17P 19914.3 29528.1 0
Point Loads for Load Case "8B":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 19914.3 29528.1 0
13P 19914.3 29528.1 0
14P 19914.3 29528.1 0
15P 19914.3 29528.1 0
16P 19914.3 29528.1 0
17P 19914.3 29528.1 0
Point Loads for Load Case "8C":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 15990.3 14764.1 0
12Y 15990.3 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 52 de 99
Point Loads for Load Case "8D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 15990.3 14764.1 0
13Y 15990.3 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
Point Loads for Load Case "8E":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 15990.3 14764.1 0
14Y 15990.3 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 53 de 99
Point Loads for Load Case "8F":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 15990.3 14764.1 0
15Y 15990.3 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
Point Loads for Load Case "8G":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 15990.3 14764.1 0
16Y 15990.3 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 54 de 99
Point Loads for Load Case "8H":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 15990.3 14764.1 0
17Y 15990.3 14764.1 0
Point Loads for Load Case "8I":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 31980.6 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 55 de 99
Point Loads for Load Case "8L":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 31980.6 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
Point Loads for Load Case "8M":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 31980.6 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 56 de 99
Point Loads for Load Case "8N":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 31980.6 29528.1 0
10P 19914.3 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
Point Loads for Load Case "8O":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 31980.6 29528.1 0
11P 19914.3 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 57 de 99
Point Loads for Load Case "8P":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 14126.4 0
5X 6278.4 14126.4 0
6P 19914.3 29528.1 0
7P 19914.3 29528.1 0
8P 19914.3 29528.1 0
9P 19914.3 29528.1 0
10P 19914.3 29528.1 0
11P 31980.6 29528.1 0
12P 9957.15 14764.1 0
12Y 9957.15 14764.1 0
13P 9957.15 14764.1 0
13Y 9957.15 14764.1 0
14P 9957.15 14764.1 0
14Y 9957.15 14764.1 0
15P 9957.15 14764.1 0
15Y 9957.15 14764.1 0
16P 9957.15 14764.1 0
16Y 9957.15 14764.1 0
17P 9957.15 14764.1 0
17Y 9957.15 14764.1 0
Point Loads for Load Case "9":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 6670.8 3727.8
5P 5591.7 6670.8 3727.8
12P 8780 4905 47357.5
12Y 8780 4905 -40000
6P 17560 9810 7357.5
13P 8780 4905 47357.5
13Y 8780 4905 -40000
7P 17560 9810 7357.5
14P 8780 4905 47357.5
14Y 8780 4905 -40000
8P 17560 9810 7357.5
15P 8780 4905 47357.5
15Y 8780 4905 -40000
9P 17560 9810 7357.5
16P 8780 4905 47357.5
16Y 8780 4905 -40000
10P 17560 9810 7357.5
17P 8780 4905 47357.5
17Y 8780 4905 -40000
11P 17560 9810 7357.5
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 58 de 99
Point Loads for Load Case "9A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X -1471.5 6670.8 3727.8
5P -1471.5 6670.8 3727.8
12P 294.3 4905 47357.5
12Y 294.3 4905 -40000
6P 588.6 9810 7357.5
13P 294.3 4905 47357.5
13Y 294.3 4905 -40000
7P 588.6 9810 7357.5
14P 294.3 4905 47357.5
14Y 294.3 4905 -40000
8P 588.6 9810 7357.5
15P 294.3 4905 47357.5
15Y 294.3 4905 -40000
9P 588.6 9810 7357.5
16P 294.3 4905 47357.5
16Y 294.3 4905 -40000
10P 588.6 9810 7357.5
17P 294.3 4905 47357.5
17Y 294.3 4905 -40000
11P 588.6 9810 7357.5
Point Loads for Load Case "9D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 6670.8 3727.8
5P 5591.7 6670.8 3727.8
6P 17560 9810 7357.5
7P 17560 9810 7357.5
8P 17560 9810 7357.5
9P 17560 9810 7357.5
10P 17560 9810 7357.5
11P 17560 9810 7357.5
Point Loads for Load Case "10":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 0 2943
5P 5591.7 0 2943
12P 8780 0 47259.4
12Y 8780 0 -40000
6P 17560 0 7259.4
13P 8780 0 47259.4
13Y 8780 0 -40000
7P 17560 0 7259.4
14P 8780 0 47259.4
14Y 8780 0 -40000
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 59 de 99
8P 17560 0 7259.4
15P 8780 0 47259.4
15Y 8780 0 -40000
9P 17560 0 7259.4
16P 8780 0 47259.4
16Y 8780 0 -40000
10P 17560 0 7259.4
17P 8780 0 47259.4
17Y 8780 0 -40000
11P 17560 0 7259.4
Point Loads for Load Case "10A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X -1471.5 0 2943
5P -1471.5 0 2943
12P 294.3 0 47259.4
12Y 294.3 0 -40000
6P 588.6 0 7259.4
13P 294.3 0 47259.4
13Y 294.3 0 -40000
7P 588.6 0 7259.4
14P 294.3 0 47259.4
14Y 294.3 0 -40000
8P 588.6 0 7259.4
15P 294.3 0 47259.4
15Y 294.3 0 -40000
9P 588.6 0 7259.4
16P 294.3 0 47259.4
16Y 294.3 0 -40000
10P 588.6 0 7259.4
17P 294.3 0 47259.4
17Y 294.3 0 -40000
11P 588.6 0 7259.4
Point Loads for Load Case "10D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 0 2943
5P 5591.7 0 2943
6P 17560 0 7259.4
7P 17560 0 7259.4
8P 17560 0 7259.4
9P 17560 0 7259.4
10P 17560 0 7259.4
11P 17560 0 7259.4
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 60 de 99
Point Loads for Load Case "11":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 3335.4 2943
5P 5591.7 3335.4 2943
12P 8780 2452.5 46572.7
12Y 8780 2452.5 -40000
6P 17560 4905 6572.7
13P 8780 2452.5 46572.7
13Y 8780 2452.5 -40000
7P 17560 4905 6572.7
14P 8780 2452.5 46572.7
14Y 8780 2452.5 -40000
8P 17560 4905 6572.7
15P 8780 2452.5 46572.7
15Y 8780 2452.5 -40000
9P 17560 4905 6572.7
16P 8780 2452.5 46572.7
16Y 8780 2452.5 -40000
10P 17560 4905 6572.7
17P 8780 2452.5 46572.7
17Y 8780 2452.5 -40000
11P 17560 4905 6572.7
Point Loads for Load Case "11A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X -1471.5 3335.4 2943
5P -1471.5 3335.4 2943
12P 294.3 2452.5 46572.7
12Y 294.3 2452.5 -40000
6P 588.6 4905 6572.7
13P 294.3 2452.5 46572.7
13Y 294.3 2452.5 -40000
7P 588.6 4905 6572.7
14P 294.3 2452.5 46572.7
14Y 294.3 2452.5 -40000
8P 588.6 4905 6572.7
15P 294.3 2452.5 46572.7
15Y 294.3 2452.5 -40000
9P 588.6 4905 6572.7
16P 294.3 2452.5 46572.7
16Y 294.3 2452.5 -40000
10P 588.6 4905 6572.7
17P 294.3 2452.5 46572.7
17Y 294.3 2452.5 -40000
11P 588.6 4905 6572.7
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 61 de 99
Point Loads for Load Case "11D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5X 5591.7 3335.4 2943
5P 5591.7 3335.4 2943
6P 17560 4905 6572.7
7P 17560 4905 6572.7
8P 17560 4905 6572.7
9P 17560 4905 6572.7
10P 17560 4905 6572.7
11P 17560 4905 6572.7
Point Loads for Load Case "12A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 16284.6 0 11673.9
Point Loads for Load Case "12B":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 36297 0 24426.9
Point Loads for Load Case "12C":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 36297 0 24426.9
Point Loads for Load Case "12D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 36297 0 24426.9
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 62 de 99
Point Loads for Load Case "12E":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 36297 0 24426.9
Point Loads for Load Case "12F":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 36297 0 24426.9
Point Loads for Load Case "12G":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 36297 0 24426.9
Point Loads for Load Case "12H":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
5X 16284.6 0 11673.9
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 63 de 99
Point Loads for Load Case "12I":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
5X 6278.4 0 0
12P 36297 0 24426.9
Point Loads for Load Case "12L":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
5X 6278.4 0 0
12P 19914.3 0 0
13P 36297 0 24426.9
Point Loads for Load Case "12M":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
5X 6278.4 0 0
12P 19914.3 0 0
13P 19914.3 0 0
14P 36297 0 24426.9
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 64 de 99
Point Loads for Load Case "12N":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
5X 6278.4 0 0
12P 19914.3 0 0
13P 19914.3 0 0
14P 19914.3 0 0
15P 36297 0 24426.9
Point Loads for Load Case "12O":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
5X 6278.4 0 0
12P 19914.3 0 0
13P 19914.3 0 0
14P 19914.3 0 0
15P 19914.3 0 0
16P 36297 0 24426.9
Point Loads for Load Case "12P":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
5X 6278.4 0 0
12P 19914.3 0 0
13P 19914.3 0 0
14P 19914.3 0 0
15P 19914.3 0 0
16P 19914.3 0 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 65 de 99
17P 36297 0 24426.9
Point Loads for Load Case "13A":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 6278.4 0 0
5X 12949.2 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 19914.3 0 0
13P 19914.3 0 0
14P 19914.3 0 0
15P 19914.3 0 0
16P 19914.3 0 0
17P 19914.3 0 0
Point Loads for Load Case "13B":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 19914.3 0 0
13P 19914.3 0 0
14P 19914.3 0 0
15P 19914.3 0 0
16P 19914.3 0 0
17P 19914.3 0 0
Point Loads for Load Case "13C":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 66 de 99
11P 19914.3 0 0
12P 15990.3 0 0
12Y 15990.3 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
Point Loads for Load Case "13D":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 15990.3 0 0
13Y 15990.3 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
Point Loads for Load Case "13E":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 67 de 99
13Y 9957.15 0 0
14P 15990.3 0 0
14Y 15990.3 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
Point Loads for Load Case "13F":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 15990.3 0 0
15Y 15990.3 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
Point Loads for Load Case "13G":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 68 de 99
15Y 9957.15 0 0
16P 15990.3 0 0
16Y 15990.3 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
Point Loads for Load Case "13H":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 15990.3 0 0
17Y 15990.3 0 0
Point Loads for Load Case "13I":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 31980.6 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 69 de 99
17Y 9957.15 0 0
Point Loads for Load Case "13L":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 31980.6 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
Point Loads for Load Case "13M":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 31980.6 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 70 de 99
Point Loads for Load Case "13N":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 31980.6 0 0
10P 19914.3 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
Point Loads for Load Case "13O":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 31980.6 0 0
11P 19914.3 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 71 de 99
Point Loads for Load Case "13P":
Joint Vertical Transverse Longitudinal Load
Label Load Load Load Comment
(N) (N) (N)
-----------------------------------------------
5P 12949.2 0 0
5X 6278.4 0 0
6P 19914.3 0 0
7P 19914.3 0 0
8P 19914.3 0 0
9P 19914.3 0 0
10P 19914.3 0 0
11P 31980.6 0 0
12P 9957.15 0 0
12Y 9957.15 0 0
13P 9957.15 0 0
13Y 9957.15 0 0
14P 9957.15 0 0
14Y 9957.15 0 0
15P 9957.15 0 0
15Y 9957.15 0 0
16P 9957.15 0 0
16Y 9957.15 0 0
17P 9957.15 0 0
17Y 9957.15 0 0
Joint Support Reactions for Load Case "1":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -224.49 0.0 -236.40 0.0 1830.60 0.0 0.0 1859.40 0.0 -4.89 0.0 6.6 0.0 0.03 0.0 0.0
90S 147.89 0.0 -164.80 0.0 -1199.92 0.0 0.0 1220.18 0.0 -2.49 0.0 -4.3 0.0 0.37 0.0 0.0
91S -191.24 0.0 -208.32 0.0 -1554.06 0.0 0.0 1579.58 0.0 -3.81 0.0 5.6 0.0 -0.38 0.0 0.0
92S 181.12 0.0 -192.87 0.0 1476.43 0.0 0.0 1499.95 0.0 -3.56 0.0 -5.4 0.0 -0.02 0.0 0.0
Joint Support Reactions for Load Case "1A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -217.80 0.0 -229.71 0.0 1776.15 0.0 0.0 1804.14 0.0 -4.69 0.0 6.4 0.0 0.04 0.0 0.0
90S 154.58 0.0 -171.49 0.0 -1254.37 0.0 0.0 1275.44 0.0 -2.69 0.0 -4.5 0.0 0.37 0.0 0.0
91S -197.93 0.0 -215.01 0.0 -1608.51 0.0 0.0 1634.84 0.0 -4.01 0.0 5.8 0.0 -0.38 0.0 0.0
92S 174.43 0.0 -186.18 0.0 1421.99 0.0 0.0 1444.69 0.0 -3.36 0.0 -5.2 0.0 -0.03 0.0 0.0
Joint Support Reactions for Load Case "1D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -147.87 0.0 -145.97 0.0 1171.98 0.0 0.0 1190.26 0.0 -4.04 0.0 3.6 0.0 0.01 0.0 0.0
90S 97.76 0.0 -100.33 0.0 -752.49 0.0 0.0 765.42 0.0 -2.42 0.0 -2.0 0.0 0.33 0.0 0.0
91S -112.02 0.0 -133.59 0.0 -948.74 0.0 0.0 964.63 0.0 -1.81 0.0 4.1 0.0 -0.28 0.0 0.0
92S 115.44 0.0 -131.15 0.0 976.93 0.0 0.0 992.43 0.0 -1.95 0.0 -4.2 0.0 0.07 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 72 de 99
Joint Support Reactions for Load Case "2":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -176.24 0.0 -162.44 0.0 1325.38 0.0 0.0 1346.88 0.0 -4.54 0.0 3.0 0.0 -0.12 0.0 0.0
90S 19.09 0.0 -32.72 0.0 -263.82 0.0 0.0 266.53 0.0 -0.94 0.0 -2.9 0.0 0.08 0.0 0.0
91S -148.15 0.0 -129.20 0.0 -1048.85 0.0 0.0 1067.11 0.0 -3.47 0.0 1.9 0.0 0.44 0.0 0.0
92S 47.08 0.0 -66.04 0.0 540.34 0.0 0.0 546.39 0.0 -2.01 0.0 -4.0 0.0 -0.40 0.0 0.0
Joint Support Reactions for Load Case "2A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -169.55 0.0 -155.75 0.0 1270.93 0.0 0.0 1291.62 0.0 -4.34 0.0 2.8 0.0 -0.12 0.0 0.0
90S 25.78 0.0 -39.41 0.0 -318.27 0.0 0.0 321.73 0.0 -1.14 0.0 -3.1 0.0 0.08 0.0 0.0
91S -154.84 0.0 -135.89 0.0 -1103.30 0.0 0.0 1122.37 0.0 -3.67 0.0 2.1 0.0 0.44 0.0 0.0
92S 40.39 0.0 -59.35 0.0 485.89 0.0 0.0 491.16 0.0 -1.80 0.0 -3.8 0.0 -0.41 0.0 0.0
Joint Support Reactions for Load Case "2D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-------------------------------------------------------------------------------------------------------------------
89S -126.33 0.0 -99.32 0.0 883.54 0.0 0.0 898.03 0.0 -4.34 0.0 0.8 0.0 -0.14 0.0 0.0
90S -4.05 0.0 4.16 0.0 -35.49 0.0 0.0 35.96 0.0 -1.52 0.0 -1.3 0.0 0.05 0.0 0.0
91S -95.49 0.0 -81.92 0.0 -660.31 0.0 0.0 672.19 0.0 -2.09 0.0 1.3 0.0 0.54 0.0 0.0
92S 8.26 0.0 -32.05 0.0 259.95 0.0 0.0 262.05 0.0 -1.02 0.0 -3.6 0.0 -0.32 0.0 0.0
Joint Support Reactions for Load Case "3":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -207.16 0.0 -205.84 0.0 1610.22 0.0 0.0 1636.49 0.0 -4.50 0.0 4.6 0.0 -0.05 0.0 0.0
90S 77.74 0.0 -99.38 0.0 -708.10 0.0 0.0 719.25 0.0 -1.32 0.0 -3.8 0.0 0.33 0.0 0.0
91S -177.56 0.0 -176.27 0.0 -1333.69 0.0 0.0 1356.96 0.0 -3.37 0.0 3.4 0.0 0.03 0.0 0.0
92S 107.26 0.0 -129.01 0.0 984.61 0.0 0.0 998.81 0.0 -2.44 0.0 -5.0 0.0 -0.32 0.0 0.0
Joint Support Reactions for Load Case "3A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -200.47 0.0 -199.15 0.0 1555.78 0.0 0.0 1581.23 0.0 -4.30 0.0 4.4 0.0 -0.04 0.0 0.0
90S 84.43 0.0 -106.08 0.0 -762.55 0.0 0.0 774.50 0.0 -1.52 0.0 -4.0 0.0 0.33 0.0 0.0
91S -184.25 0.0 -182.96 0.0 -1388.14 0.0 0.0 1412.22 0.0 -3.57 0.0 3.6 0.0 0.04 0.0 0.0
92S 100.57 0.0 -122.32 0.0 930.17 0.0 0.0 943.55 0.0 -2.24 0.0 -4.8 0.0 -0.33 0.0 0.0
Joint Support Reactions for Load Case "3D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -146.93 0.0 -133.02 0.0 1087.99 0.0 0.0 1105.90 0.0 -4.00 0.0 2.1 0.0 -0.07 0.0 0.0
90S 42.22 0.0 -50.79 0.0 -383.07 0.0 0.0 388.72 0.0 -1.54 0.0 -2.0 0.0 0.29 0.0 0.0
91S -115.52 0.0 -118.33 0.0 -864.71 0.0 0.0 880.38 0.0 -1.83 0.0 2.4 0.0 0.13 0.0 0.0
92S 56.99 0.0 -82.36 0.0 607.46 0.0 0.0 615.66 0.0 -1.24 0.0 -4.2 0.0 -0.24 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 73 de 99
Joint Support Reactions for Load Case "4":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -242.18 0.0 -257.09 0.0 1986.50 0.0 0.0 2017.65 0.0 -5.52 0.0 7.1 0.0 0.14 0.0 0.0
90S -91.14 0.0 74.21 0.0 757.39 0.0 0.0 766.46 0.0 4.82 0.0 2.9 0.0 0.37 0.0 0.0
91S -212.60 0.0 -232.67 0.0 -1739.99 0.0 0.0 1768.31 0.0 -4.56 0.0 6.2 0.0 -0.49 0.0 0.0
92S -61.65 0.0 49.87 0.0 -511.09 0.0 0.0 517.20 0.0 3.85 0.0 2.0 0.0 -0.00 0.0 0.0
Joint Support Reactions for Load Case "4A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -237.67 0.0 -252.57 0.0 1949.76 0.0 0.0 1980.36 0.0 -5.38 0.0 7.0 0.0 0.14 0.0 0.0
90S -86.63 0.0 69.70 0.0 720.65 0.0 0.0 729.18 0.0 4.68 0.0 2.8 0.0 0.36 0.0 0.0
91S -217.12 0.0 -237.19 0.0 -1776.73 0.0 0.0 1805.59 0.0 -4.70 0.0 6.3 0.0 -0.49 0.0 0.0
92S -66.16 0.0 54.39 0.0 -547.83 0.0 0.0 554.48 0.0 3.99 0.0 2.1 0.0 -0.01 0.0 0.0
Joint Support Reactions for Load Case "4D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -181.17 0.0 -132.12 0.0 1248.58 0.0 0.0 1268.56 0.0 -7.93 0.0 0.2 0.0 0.35 0.0 0.0
90S -9.73 0.0 60.42 0.0 366.18 0.0 0.0 371.26 0.0 -1.75 0.0 6.5 0.0 0.53 0.0 0.0
91S -93.81 0.0 -175.91 0.0 -1044.57 0.0 0.0 1063.42 0.0 2.18 0.0 8.7 0.0 -0.22 0.0 0.0
92S -47.42 0.0 -22.71 0.0 -153.91 0.0 0.0 162.64 0.0 6.70 0.0 -3.6 0.0 0.27 0.0 0.0
Joint Support Reactions for Load Case "5":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -229.74 0.0 -215.97 0.0 1763.28 0.0 0.0 1791.25 0.0 -6.36 0.0 4.5 0.0 -0.08 0.0 0.0
90S -140.69 0.0 127.70 0.0 1039.21 0.0 0.0 1056.44 0.0 3.76 0.0 1.8 0.0 0.06 0.0 0.0
91S -205.31 0.0 -186.40 0.0 -1516.80 0.0 0.0 1541.94 0.0 -5.40 0.0 3.5 0.0 0.40 0.0 0.0
92S -116.43 0.0 98.11 0.0 -792.89 0.0 0.0 807.37 0.0 2.80 0.0 0.8 0.0 -0.37 0.0 0.0
Joint Support Reactions for Load Case "5A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -225.22 0.0 -211.45 0.0 1726.54 0.0 0.0 1753.96 0.0 -6.22 0.0 4.3 0.0 -0.08 0.0 0.0
90S -136.18 0.0 123.18 0.0 1002.47 0.0 0.0 1019.15 0.0 3.62 0.0 1.6 0.0 0.06 0.0 0.0
91S -209.83 0.0 -190.92 0.0 -1553.54 0.0 0.0 1579.22 0.0 -5.53 0.0 3.6 0.0 0.40 0.0 0.0
92S -120.94 0.0 102.62 0.0 -829.62 0.0 0.0 844.65 0.0 2.94 0.0 0.9 0.0 -0.38 0.0 0.0
Joint Support Reactions for Load Case "5D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -177.11 0.0 -107.07 0.0 1123.52 0.0 0.0 1142.43 0.0 -8.53 0.0 -1.6 0.0 0.10 0.0 0.0
90S -67.96 0.0 114.45 0.0 685.04 0.0 0.0 697.85 0.0 -2.08 0.0 4.9 0.0 0.20 0.0 0.0
91S -102.65 0.0 -137.84 0.0 -919.01 0.0 0.0 934.94 0.0 0.43 0.0 5.8 0.0 0.64 0.0 0.0
92S -103.14 0.0 33.94 0.0 -473.26 0.0 0.0 485.56 0.0 5.24 0.0 -4.2 0.0 -0.13 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 74 de 99
Joint Support Reactions for Load Case "6":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -236.70 0.0 -237.33 0.0 1859.83 0.0 0.0 1889.80 0.0 -5.51 0.0 5.4 0.0 0.03 0.0 0.0
90S -109.83 0.0 88.54 0.0 827.72 0.0 0.0 839.66 0.0 4.37 0.0 1.8 0.0 0.32 0.0 0.0
91S -210.77 0.0 -211.44 0.0 -1613.35 0.0 0.0 1640.74 0.0 -4.50 0.0 4.4 0.0 -0.04 0.0 0.0
92S -84.04 0.0 62.64 0.0 -581.40 0.0 0.0 590.77 0.0 3.36 0.0 0.8 0.0 -0.30 0.0 0.0
Joint Support Reactions for Load Case "6A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -232.18 0.0 -232.82 0.0 1823.09 0.0 0.0 1852.51 0.0 -5.38 0.0 5.3 0.0 0.03 0.0 0.0
90S -105.32 0.0 84.02 0.0 790.99 0.0 0.0 802.38 0.0 4.24 0.0 1.7 0.0 0.32 0.0 0.0
91S -215.28 0.0 -215.95 0.0 -1650.08 0.0 0.0 1678.02 0.0 -4.63 0.0 4.5 0.0 -0.04 0.0 0.0
92S -88.55 0.0 67.15 0.0 -618.14 0.0 0.0 628.05 0.0 3.50 0.0 0.9 0.0 -0.30 0.0 0.0
Joint Support Reactions for Load Case "6D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
---------------------------------------------------------------------------------------------------------------------
89S -183.72 0.0 -129.10 0.0 1221.28 0.0 0.0 1241.75 0.0 -7.62 0.0 -0.6 0.0 0.21 0.0 0.0
90S -39.81 0.0 76.93 0.0 490.99 0.0 0.0 498.58 0.0 -1.32 0.0 4.9 0.0 0.45 0.0 0.0
91S -108.82 0.0 -162.44 0.0 -1016.69 0.0 0.0 1035.32 0.0 1.24 0.0 6.6 0.0 0.20 0.0 0.0
92S -72.39 0.0 1.19 0.0 -279.30 0.0 0.0 288.53 0.0 5.78 0.0 -4.0 0.0 -0.06 0.0 0.0
Joint Support Reactions for Load Case "7A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -19.93 0.0 -16.37 0.0 161.94 0.0 0.0 163.98 0.0 -1.05 0.0 0.5 0.0 0.00 0.0 0.0
90S -6.51 0.0 12.27 0.0 76.78 0.0 0.0 78.03 0.0 -0.21 0.0 0.6 0.0 -0.03 0.0 0.0
91S 3.63 0.0 1.32 0.0 11.78 0.0 0.0 12.40 0.0 -0.05 0.0 0.4 0.0 0.02 0.0 0.0
92S 11.14 0.0 -11.34 0.0 96.93 0.0 0.0 98.22 0.0 -0.34 0.0 -0.4 0.0 0.06 0.0 0.0
Joint Support Reactions for Load Case "7B":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -35.00 0.0 -27.10 0.0 279.25 0.0 0.0 282.74 0.0 -2.04 0.0 0.9 0.0 -0.02 0.0 0.0
90S 0.56 0.0 10.52 0.0 32.54 0.0 0.0 34.20 0.0 -0.91 0.0 0.6 0.0 -0.08 0.0 0.0
91S -7.54 0.0 -10.08 0.0 -92.38 0.0 0.0 93.24 0.0 -0.65 0.0 1.1 0.0 0.06 0.0 0.0
92S 17.55 0.0 -16.98 0.0 154.31 0.0 0.0 156.23 0.0 -0.75 0.0 -0.8 0.0 0.12 0.0 0.0
Joint Support Reactions for Load Case "7C":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -44.58 0.0 -34.40 0.0 351.57 0.0 0.0 356.05 0.0 -2.53 0.0 1.1 0.0 -0.06 0.0 0.0
90S 8.92 0.0 3.05 0.0 -41.10 0.0 0.0 42.17 0.0 -1.42 0.0 0.2 0.0 -0.09 0.0 0.0
91S -15.90 0.0 -16.16 0.0 -154.74 0.0 0.0 156.40 0.0 -1.10 0.0 1.2 0.0 0.10 0.0 0.0
92S 27.14 0.0 -25.67 0.0 237.91 0.0 0.0 240.82 0.0 -1.30 0.0 -1.2 0.0 0.13 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 75 de 99
Joint Support Reactions for Load Case "7D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -53.32 0.0 -41.70 0.0 417.08 0.0 0.0 422.54 0.0 -2.86 0.0 1.2 0.0 -0.08 0.0 0.0
90S 16.44 0.0 -4.41 0.0 -107.94 0.0 0.0 109.27 0.0 -1.78 0.0 -0.1 0.0 -0.09 0.0 0.0
91S -23.42 0.0 -22.23 0.0 -210.28 0.0 0.0 212.74 0.0 -1.40 0.0 1.3 0.0 0.13 0.0 0.0
92S 35.88 0.0 -34.36 0.0 314.67 0.0 0.0 318.57 0.0 -1.70 0.0 -1.6 0.0 0.14 0.0 0.0
Joint Support Reactions for Load Case "7E":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -61.44 0.0 -48.84 0.0 476.20 0.0 0.0 482.62 0.0 -3.07 0.0 1.3 0.0 -0.09 0.0 0.0
90S 23.34 0.0 -11.71 0.0 -168.37 0.0 0.0 170.39 0.0 -2.02 0.0 -0.4 0.0 -0.08 0.0 0.0
91S -30.00 0.0 -28.47 0.0 -259.53 0.0 0.0 262.80 0.0 -1.52 0.0 1.4 0.0 0.14 0.0 0.0
92S 43.68 0.0 -43.20 0.0 385.16 0.0 0.0 390.03 0.0 -1.93 0.0 -2.0 0.0 0.13 0.0 0.0
Joint Support Reactions for Load Case "7F":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -68.73 0.0 -55.96 0.0 528.57 0.0 0.0 535.95 0.0 -3.13 0.0 1.4 0.0 -0.10 0.0 0.0
90S 29.40 0.0 -19.00 0.0 -222.07 0.0 0.0 224.81 0.0 -2.10 0.0 -0.7 0.0 -0.06 0.0 0.0
91S -35.79 0.0 -34.72 0.0 -302.39 0.0 0.0 306.48 0.0 -1.51 0.0 1.5 0.0 0.14 0.0 0.0
92S 50.70 0.0 -52.07 0.0 449.26 0.0 0.0 455.10 0.0 -2.01 0.0 -2.4 0.0 0.10 0.0 0.0
Joint Support Reactions for Load Case "7G":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -75.30 0.0 -62.93 0.0 574.30 0.0 0.0 582.63 0.0 -3.06 0.0 1.4 0.0 -0.10 0.0 0.0
90S 34.75 0.0 -26.14 0.0 -269.13 0.0 0.0 272.62 0.0 -2.06 0.0 -0.9 0.0 -0.03 0.0 0.0
91S -40.77 0.0 -41.12 0.0 -339.35 0.0 0.0 344.26 0.0 -1.33 0.0 1.5 0.0 0.12 0.0 0.0
92S 56.90 0.0 -61.08 0.0 507.46 0.0 0.0 514.28 0.0 -1.93 0.0 -2.7 0.0 0.08 0.0 0.0
Joint Support Reactions for Load Case "7H":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -71.34 0.0 -71.01 0.0 604.25 0.0 0.0 612.58 0.0 -2.56 0.0 2.7 0.0 -0.08 0.0 0.0
90S 37.16 0.0 -34.65 0.0 -302.66 0.0 0.0 306.89 0.0 -1.49 0.0 -1.3 0.0 -0.11 0.0 0.0
91S -45.95 0.0 -39.68 0.0 -367.66 0.0 0.0 372.64 0.0 -2.20 0.0 1.4 0.0 0.05 0.0 0.0
92S 68.45 0.0 -60.06 0.0 539.25 0.0 0.0 546.88 0.0 -2.73 0.0 -1.7 0.0 0.09 0.0 0.0
Joint Support Reactions for Load Case "7I":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -82.25 0.0 -84.78 0.0 712.45 0.0 0.0 722.18 0.0 -2.90 0.0 3.4 0.0 -0.11 0.0 0.0
90S 40.09 0.0 -39.08 0.0 -334.94 0.0 0.0 339.59 0.0 -1.52 0.0 -1.6 0.0 -0.15 0.0 0.0
91S -58.68 0.0 -48.39 0.0 -462.71 0.0 0.0 468.92 0.0 -2.99 0.0 1.6 0.0 0.04 0.0 0.0
92S 76.42 0.0 -62.67 0.0 584.68 0.0 0.0 592.98 0.0 -3.32 0.0 -1.5 0.0 0.11 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 76 de 99
Joint Support Reactions for Load Case "7L":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -90.20 0.0 -92.75 0.0 776.97 0.0 0.0 787.67 0.0 -3.11 0.0 3.7 0.0 -0.13 0.0 0.0
90S 46.82 0.0 -47.02 0.0 -399.22 0.0 0.0 404.70 0.0 -1.75 0.0 -2.0 0.0 -0.16 0.0 0.0
91S -66.56 0.0 -53.99 0.0 -517.29 0.0 0.0 524.34 0.0 -3.34 0.0 1.7 0.0 0.06 0.0 0.0
92S 85.52 0.0 -70.69 0.0 658.94 0.0 0.0 668.21 0.0 -3.75 0.0 -1.8 0.0 0.11 0.0 0.0
Joint Support Reactions for Load Case "7M":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-------------------------------------------------------------------------------------------------------------------
89S -97.31 0.0 -100.71 0.0 834.67 0.0 0.0 846.34 0.0 -3.17 0.0 3.9 0.0 -0.14 0.0 0.0
90S 52.70 0.0 -54.96 0.0 -456.69 0.0 0.0 462.99 0.0 -1.82 0.0 -2.4 0.0 -0.15 0.0 0.0
91S -73.60 0.0 -59.59 0.0 -565.05 0.0 0.0 572.93 0.0 -3.53 0.0 1.7 0.0 0.06 0.0 0.0
92S 93.79 0.0 -78.71 0.0 726.38 0.0 0.0 736.62 0.0 -4.03 0.0 -2.0 0.0 0.09 0.0 0.0
Joint Support Reactions for Load Case "7N":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -103.19 0.0 -109.11 0.0 885.71 0.0 0.0 898.35 0.0 -3.01 0.0 4.1 0.0 -0.14 0.0 0.0
90S 57.35 0.0 -63.22 0.0 -506.53 0.0 0.0 513.67 0.0 -1.68 0.0 -2.8 0.0 -0.13 0.0 0.0
91S -80.08 0.0 -64.88 0.0 -605.84 0.0 0.0 614.54 0.0 -3.61 0.0 1.6 0.0 0.04 0.0 0.0
92S 101.49 0.0 -86.30 0.0 785.89 0.0 0.0 797.10 0.0 -4.19 0.0 -2.2 0.0 0.06 0.0 0.0
Joint Support Reactions for Load Case "7O":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -108.06 0.0 -117.78 0.0 930.39 0.0 0.0 944.02 0.0 -2.67 0.0 4.3 0.0 -0.12 0.0 0.0
90S 61.01 0.0 -71.68 0.0 -549.52 0.0 0.0 557.52 0.0 -1.34 0.0 -3.2 0.0 -0.10 0.0 0.0
91S -85.83 0.0 -69.95 0.0 -639.35 0.0 0.0 648.86 0.0 -3.55 0.0 1.4 0.0 0.02 0.0 0.0
92S 108.46 0.0 -93.62 0.0 837.62 0.0 0.0 849.78 0.0 -4.22 0.0 -2.3 0.0 0.02 0.0 0.0
Joint Support Reactions for Load Case "7P":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -111.87 0.0 -126.91 0.0 968.89 0.0 0.0 983.55 0.0 -2.12 0.0 4.6 0.0 -0.08 0.0 0.0
90S 63.59 0.0 -80.53 0.0 -585.80 0.0 0.0 594.72 0.0 -0.80 0.0 -3.5 0.0 -0.04 0.0 0.0
91S -90.82 0.0 -74.64 0.0 -664.83 0.0 0.0 675.14 0.0 -3.37 0.0 1.2 0.0 -0.02 0.0 0.0
92S 114.68 0.0 -100.48 0.0 880.79 0.0 0.0 893.89 0.0 -4.12 0.0 -2.3 0.0 -0.04 0.0 0.0
Joint Support Reactions for Load Case "8A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -108.86 0.0 -118.93 0.0 932.55 0.0 0.0 946.38 0.0 -2.53 0.0 4.2 0.0 -0.04 0.0 0.0
90S 73.38 0.0 -81.88 0.0 -625.41 0.0 0.0 635.00 0.0 -1.45 0.0 -2.9 0.0 -0.06 0.0 0.0
91S -82.26 0.0 -73.88 0.0 -635.27 0.0 0.0 644.82 0.0 -2.86 0.0 1.8 0.0 -0.03 0.0 0.0
92S 117.74 0.0 -107.86 0.0 917.47 0.0 0.0 931.26 0.0 -3.81 0.0 -2.6 0.0 0.01 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 77 de 99
Joint Support Reactions for Load Case "8B":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -109.27 0.0 -118.93 0.0 935.94 0.0 0.0 949.77 0.0 -2.60 0.0 4.3 0.0 -0.05 0.0 0.0
90S 73.80 0.0 -81.88 0.0 -628.80 0.0 0.0 638.39 0.0 -1.52 0.0 -2.9 0.0 -0.06 0.0 0.0
91S -82.68 0.0 -73.88 0.0 -638.66 0.0 0.0 648.22 0.0 -2.94 0.0 1.9 0.0 -0.02 0.0 0.0
92S 118.16 0.0 -107.86 0.0 920.87 0.0 0.0 934.66 0.0 -3.89 0.0 -2.6 0.0 0.02 0.0 0.0
Joint Support Reactions for Load Case "8C":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 3.4 0.0 -0.03 0.0 0.0
90S 77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 -2.4 0.0 -0.02 0.0 0.0
91S -77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 2.4 0.0 0.02 0.0 0.0
92S 113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 -3.4 0.0 0.03 0.0 0.0
Joint Support Reactions for Load Case "8D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 3.4 0.0 -0.03 0.0 0.0
90S 77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 -2.4 0.0 -0.02 0.0 0.0
91S -77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 2.4 0.0 0.02 0.0 0.0
92S 113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 -3.4 0.0 0.03 0.0 0.0
Joint Support Reactions for Load Case "8E":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 3.4 0.0 -0.03 0.0 0.0
90S 77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 -2.4 0.0 -0.02 0.0 0.0
91S -77.55 0.0 -77.51 0.0 -628.12 0.0 0.0 637.62 0.0 -2.16 0.0 2.4 0.0 0.02 0.0 0.0
92S 113.77 0.0 -113.77 0.0 928.82 0.0 0.0 942.66 0.0 -3.20 0.0 -3.4 0.0 0.03 0.0 0.0
Joint Support Reactions for Load Case "8F":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -113.75 0.0 -113.77 0.0 928.67 0.0 0.0 942.50 0.0 -3.20 0.0 3.4 0.0 -0.03 0.0 0.0
90S 77.53 0.0 -77.51 0.0 -627.96 0.0 0.0 637.46 0.0 -2.16 0.0 -2.4 0.0 -0.02 0.0 0.0
91S -77.53 0.0 -77.51 0.0 -627.96 0.0 0.0 637.46 0.0 -2.16 0.0 2.4 0.0 0.02 0.0 0.0
92S 113.75 0.0 -113.77 0.0 928.67 0.0 0.0 942.50 0.0 -3.20 0.0 -3.4 0.0 0.03 0.0 0.0
Joint Support Reactions for Load Case "8G":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -113.73 0.0 -113.77 0.0 928.51 0.0 0.0 942.34 0.0 -3.19 0.0 3.4 0.0 -0.03 0.0 0.0
90S 77.51 0.0 -77.51 0.0 -627.81 0.0 0.0 637.31 0.0 -2.15 0.0 -2.4 0.0 -0.02 0.0 0.0
91S -77.51 0.0 -77.51 0.0 -627.81 0.0 0.0 637.31 0.0 -2.15 0.0 2.4 0.0 0.02 0.0 0.0
92S 113.73 0.0 -113.77 0.0 928.51 0.0 0.0 942.34 0.0 -3.19 0.0 -3.4 0.0 0.03 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 78 de 99
Joint Support Reactions for Load Case "8H":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -113.70 0.0 -113.77 0.0 928.26 0.0 0.0 942.09 0.0 -3.19 0.0 3.4 0.0 -0.03 0.0 0.0
90S 77.48 0.0 -77.51 0.0 -627.55 0.0 0.0 637.05 0.0 -2.15 0.0 -2.4 0.0 -0.01 0.0 0.0
91S -77.48 0.0 -77.51 0.0 -627.55 0.0 0.0 637.05 0.0 -2.15 0.0 2.4 0.0 0.01 0.0 0.0
92S 113.70 0.0 -113.77 0.0 928.26 0.0 0.0 942.09 0.0 -3.19 0.0 -3.4 0.0 0.03 0.0 0.0
Joint Support Reactions for Load Case "8I":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0
90S 78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 -2.4 0.0 -0.03 0.0 0.0
91S -78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 2.4 0.0 0.03 0.0 0.0
92S 114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0
Joint Support Reactions for Load Case "8L":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0
90S 78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 -2.4 0.0 -0.03 0.0 0.0
91S -78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 2.4 0.0 0.03 0.0 0.0
92S 114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0
Joint Support Reactions for Load Case "8M":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0
90S 78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 -2.4 0.0 -0.03 0.0 0.0
91S -78.19 0.0 -77.51 0.0 -633.32 0.0 0.0 642.81 0.0 -2.28 0.0 2.4 0.0 0.03 0.0 0.0
92S 114.41 0.0 -113.77 0.0 934.02 0.0 0.0 947.85 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0
Joint Support Reactions for Load Case "8N":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -114.42 0.0 -113.77 0.0 934.18 0.0 0.0 948.01 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0
90S 78.21 0.0 -77.51 0.0 -633.47 0.0 0.0 642.97 0.0 -2.28 0.0 -2.4 0.0 -0.03 0.0 0.0
91S -78.21 0.0 -77.51 0.0 -633.47 0.0 0.0 642.97 0.0 -2.28 0.0 2.4 0.0 0.03 0.0 0.0
92S 114.42 0.0 -113.77 0.0 934.18 0.0 0.0 948.01 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0
Joint Support Reactions for Load Case "8O":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -114.44 0.0 -113.77 0.0 934.33 0.0 0.0 948.17 0.0 -3.32 0.0 3.5 0.0 -0.04 0.0 0.0
90S 78.23 0.0 -77.51 0.0 -633.63 0.0 0.0 643.13 0.0 -2.29 0.0 -2.4 0.0 -0.03 0.0 0.0
91S -78.23 0.0 -77.51 0.0 -633.63 0.0 0.0 643.13 0.0 -2.29 0.0 2.4 0.0 0.03 0.0 0.0
92S 114.44 0.0 -113.77 0.0 934.33 0.0 0.0 948.17 0.0 -3.32 0.0 -3.5 0.0 0.04 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 79 de 99
Joint Support Reactions for Load Case "8P":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
--------------------------------------------------------------------------------------------------------------------
89S -114.48 0.0 -113.77 0.0 934.59 0.0 0.0 948.42 0.0 -3.33 0.0 3.5 0.0 -0.04 0.0 0.0
90S 78.26 0.0 -77.51 0.0 -633.88 0.0 0.0 643.38 0.0 -2.29 0.0 -2.4 0.0 -0.03 0.0 0.0
91S -78.26 0.0 -77.51 0.0 -633.88 0.0 0.0 643.38 0.0 -2.29 0.0 2.4 0.0 0.03 0.0 0.0
92S 114.48 0.0 -113.77 0.0 934.59 0.0 0.0 948.42 0.0 -3.33 0.0 -3.5 0.0 0.04 0.0 0.0
Joint Support Reactions for Load Case "9":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-------------------------------------------------------------------------------------------------------------------
89S -97.29 0.0 -110.51 0.0 795.64 0.0 0.0 809.15 0.0 -1.13 0.0 2.7 0.0 0.08 0.0 0.0
90S 16.18 0.0 -34.37 0.0 -127.96 0.0 0.0 133.48 0.0 1.41 0.0 -0.3 0.0 0.42 0.0 0.0
91S -64.05 0.0 -82.43 0.0 -519.10 0.0 0.0 529.49 0.0 -0.05 0.0 1.7 0.0 -0.43 0.0 0.0
92S 49.41 0.0 -62.44 0.0 404.47 0.0 0.0 412.23 0.0 0.33 0.0 -1.4 0.0 -0.06 0.0 0.0
Joint Support Reactions for Load Case "9A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-------------------------------------------------------------------------------------------------------------------
89S -90.60 0.0 -103.82 0.0 741.19 0.0 0.0 753.89 0.0 -0.93 0.0 2.5 0.0 0.09 0.0 0.0
90S 22.87 0.0 -41.06 0.0 -182.41 0.0 0.0 188.37 0.0 1.21 0.0 -0.5 0.0 0.41 0.0 0.0
91S -70.74 0.0 -89.12 0.0 -573.55 0.0 0.0 584.72 0.0 -0.26 0.0 1.9 0.0 -0.43 0.0 0.0
92S 42.72 0.0 -55.75 0.0 350.02 0.0 0.0 357.00 0.0 0.53 0.0 -1.2 0.0 -0.07 0.0 0.0
Joint Support Reactions for Load Case "9D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -76.68 0.0 -76.73 0.0 589.19 0.0 0.0 599.09 0.0 -1.67 0.0 1.3 0.0 0.08 0.0 0.0
90S 24.12 0.0 -28.54 0.0 -149.01 0.0 0.0 153.63 0.0 0.04 0.0 0.4 0.0 0.39 0.0 0.0
91S -39.90 0.0 -65.30 0.0 -366.01 0.0 0.0 373.93 0.0 0.71 0.0 2.0 0.0 -0.34 0.0 0.0
92S 40.86 0.0 -60.32 0.0 373.52 0.0 0.0 380.56 0.0 0.64 0.0 -2.0 0.0 0.02 0.0 0.0
Joint Support Reactions for Load Case "10":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -80.06 0.0 -66.41 0.0 542.63 0.0 0.0 552.51 0.0 -1.83 0.0 0.1 0.0 -0.10 0.0 0.0
90S -80.23 0.0 66.45 0.0 544.42 0.0 0.0 554.30 0.0 1.87 0.0 0.1 0.0 0.10 0.0 0.0
91S -51.96 0.0 -33.17 0.0 -266.10 0.0 0.0 273.15 0.0 -0.76 0.0 -1.0 0.0 0.41 0.0 0.0
92S -52.24 0.0 33.13 0.0 -267.91 0.0 0.0 274.95 0.0 0.80 0.0 -1.0 0.0 -0.43 0.0 0.0
Joint Support Reactions for Load Case "10A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -73.37 0.0 -59.71 0.0 488.19 0.0 0.0 497.27 0.0 -1.63 0.0 -0.1 0.0 -0.09 0.0 0.0
90S -73.54 0.0 59.75 0.0 489.97 0.0 0.0 499.05 0.0 1.67 0.0 -0.1 0.0 0.10 0.0 0.0
91S -58.65 0.0 -39.86 0.0 -320.55 0.0 0.0 328.30 0.0 -0.96 0.0 -0.8 0.0 0.42 0.0 0.0
92S -58.93 0.0 39.82 0.0 -322.35 0.0 0.0 330.10 0.0 1.00 0.0 -0.8 0.0 -0.43 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 80 de 99
Joint Support Reactions for Load Case "10D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -73.85 0.0 -47.55 0.0 453.90 0.0 0.0 462.32 0.0 -2.70 0.0 -0.8 0.0 -0.10 0.0 0.0
90S -58.19 0.0 57.63 0.0 407.98 0.0 0.0 416.12 0.0 0.17 0.0 0.4 0.0 0.08 0.0 0.0
91S -42.35 0.0 -30.83 0.0 -230.72 0.0 0.0 236.59 0.0 -0.35 0.0 -0.3 0.0 0.51 0.0 0.0
92S -46.55 0.0 20.75 0.0 -183.48 0.0 0.0 190.43 0.0 0.77 0.0 -2.0 0.0 -0.35 0.0 0.0
Joint Support Reactions for Load Case "11":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -99.51 0.0 -99.21 0.0 734.10 0.0 0.0 747.43 0.0 -1.33 0.0 1.3 0.0 -0.01 0.0 0.0
90S -33.06 0.0 10.38 0.0 193.52 0.0 0.0 196.60 0.0 1.95 0.0 -0.5 0.0 0.37 0.0 0.0
91S -69.90 0.0 -69.64 0.0 -457.57 0.0 0.0 468.09 0.0 -0.20 0.0 0.1 0.0 -0.01 0.0 0.0
92S -3.53 0.0 -19.25 0.0 82.99 0.0 0.0 85.27 0.0 0.83 0.0 -1.6 0.0 -0.36 0.0 0.0
Joint Support Reactions for Load Case "11A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -92.82 0.0 -92.52 0.0 679.65 0.0 0.0 692.17 0.0 -1.13 0.0 1.1 0.0 -0.00 0.0 0.0
90S -26.37 0.0 3.69 0.0 139.07 0.0 0.0 141.60 0.0 1.75 0.0 -0.7 0.0 0.37 0.0 0.0
91S -76.59 0.0 -76.33 0.0 -512.01 0.0 0.0 523.31 0.0 -0.40 0.0 0.3 0.0 -0.00 0.0 0.0
92S -10.22 0.0 -12.56 0.0 28.55 0.0 0.0 32.82 0.0 1.03 0.0 -1.4 0.0 -0.36 0.0 0.0
Joint Support Reactions for Load Case "11D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
------------------------------------------------------------------------------------------------------------------
89S -86.70 0.0 -74.48 0.0 595.28 0.0 0.0 606.16 0.0 -1.99 0.0 0.2 0.0 -0.02 0.0 0.0
90S -19.68 0.0 9.45 0.0 123.48 0.0 0.0 125.40 0.0 0.52 0.0 -0.0 0.0 0.34 0.0 0.0
91S -54.63 0.0 -60.47 0.0 -372.04 0.0 0.0 380.86 0.0 0.28 0.0 0.6 0.0 0.09 0.0 0.0
92S -5.57 0.0 -22.80 0.0 100.96 0.0 0.0 103.65 0.0 0.92 0.0 -2.3 0.0 -0.28 0.0 0.0
Joint Support Reactions for Load Case "12A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -15.10 0.0 -12.84 0.0 122.61 0.0 0.0 124.20 0.0 -0.71 0.0 0.4 0.0 0.02 0.0 0.0
90S -11.35 0.0 15.80 0.0 116.11 0.0 0.0 117.73 0.0 0.13 0.0 0.8 0.0 -0.01 0.0 0.0
91S 8.47 0.0 4.85 0.0 51.11 0.0 0.0 52.03 0.0 0.29 0.0 0.2 0.0 -0.00 0.0 0.0
92S 6.31 0.0 -7.81 0.0 57.60 0.0 0.0 58.46 0.0 -0.00 0.0 -0.2 0.0 0.04 0.0 0.0
Joint Support Reactions for Load Case "12B":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -20.88 0.0 -16.19 0.0 164.41 0.0 0.0 166.52 0.0 -1.14 0.0 0.4 0.0 0.03 0.0 0.0
90S -13.56 0.0 21.43 0.0 147.38 0.0 0.0 149.55 0.0 -0.02 0.0 1.1 0.0 -0.02 0.0 0.0
91S 6.58 0.0 0.83 0.0 22.46 0.0 0.0 23.41 0.0 0.25 0.0 0.6 0.0 0.01 0.0 0.0
92S 3.44 0.0 -6.07 0.0 39.47 0.0 0.0 40.08 0.0 0.14 0.0 -0.3 0.0 0.06 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 81 de 99
Joint Support Reactions for Load Case "12C":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -22.02 0.0 -16.11 0.0 168.04 0.0 0.0 170.24 0.0 -1.23 0.0 0.3 0.0 0.01 0.0 0.0
90S -13.64 0.0 21.35 0.0 142.43 0.0 0.0 144.67 0.0 -0.13 0.0 1.0 0.0 -0.02 0.0 0.0
91S 6.66 0.0 2.14 0.0 28.79 0.0 0.0 29.63 0.0 0.20 0.0 0.5 0.0 0.03 0.0 0.0
92S 4.58 0.0 -7.38 0.0 54.37 0.0 0.0 55.06 0.0 -0.00 0.0 -0.5 0.0 0.06 0.0 0.0
Joint Support Reactions for Load Case "12D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -23.16 0.0 -16.03 0.0 171.67 0.0 0.0 173.97 0.0 -1.31 0.0 0.3 0.0 -0.01 0.0 0.0
90S -13.72 0.0 21.26 0.0 137.47 0.0 0.0 139.78 0.0 -0.24 0.0 0.8 0.0 -0.02 0.0 0.0
91S 6.75 0.0 3.45 0.0 35.13 0.0 0.0 35.94 0.0 0.15 0.0 0.3 0.0 0.05 0.0 0.0
92S 5.71 0.0 -8.68 0.0 69.26 0.0 0.0 70.04 0.0 -0.15 0.0 -0.6 0.0 0.06 0.0 0.0
Joint Support Reactions for Load Case "12E":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -24.52 0.0 -15.78 0.0 175.73 0.0 0.0 178.13 0.0 -1.43 0.0 0.2 0.0 -0.03 0.0 0.0
90S -13.59 0.0 21.34 0.0 132.10 0.0 0.0 134.50 0.0 -0.38 0.0 0.7 0.0 -0.01 0.0 0.0
91S 6.93 0.0 4.59 0.0 40.94 0.0 0.0 41.78 0.0 0.12 0.0 0.2 0.0 0.07 0.0 0.0
92S 6.75 0.0 -10.15 0.0 84.69 0.0 0.0 85.56 0.0 -0.29 0.0 -0.8 0.0 0.06 0.0 0.0
Joint Support Reactions for Load Case "12F":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -25.88 0.0 -15.52 0.0 179.86 0.0 0.0 182.37 0.0 -1.56 0.0 0.0 0.0 -0.05 0.0 0.0
90S -13.45 0.0 21.44 0.0 126.65 0.0 0.0 129.15 0.0 -0.53 0.0 0.6 0.0 -0.01 0.0 0.0
91S 7.06 0.0 5.72 0.0 46.32 0.0 0.0 47.20 0.0 0.07 0.0 0.1 0.0 0.09 0.0 0.0
92S 7.85 0.0 -11.63 0.0 100.55 0.0 0.0 101.53 0.0 -0.43 0.0 -1.0 0.0 0.06 0.0 0.0
Joint Support Reactions for Load Case "12G":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -27.36 0.0 -15.11 0.0 184.17 0.0 0.0 186.80 0.0 -1.70 0.0 -0.1 0.0 -0.09 0.0 0.0
90S -13.19 0.0 21.68 0.0 121.01 0.0 0.0 123.64 0.0 -0.70 0.0 0.5 0.0 -0.01 0.0 0.0
91S 7.17 0.0 6.70 0.0 50.78 0.0 0.0 51.72 0.0 0.03 0.0 0.1 0.0 0.11 0.0 0.0
92S 8.96 0.0 -13.26 0.0 117.33 0.0 0.0 118.41 0.0 -0.57 0.0 -1.2 0.0 0.07 0.0 0.0
Joint Support Reactions for Load Case "12H":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -18.56 0.0 -19.66 0.0 174.79 0.0 0.0 176.87 0.0 -0.86 0.0 1.0 0.0 -0.05 0.0 0.0
90S -15.61 0.0 16.70 0.0 126.81 0.0 0.0 128.85 0.0 0.21 0.0 0.3 0.0 -0.07 0.0 0.0
91S 6.82 0.0 11.67 0.0 61.81 0.0 0.0 63.27 0.0 -0.50 0.0 -0.2 0.0 0.02 0.0 0.0
92S 15.68 0.0 -8.71 0.0 109.78 0.0 0.0 111.24 0.0 -1.03 0.0 -0.0 0.0 0.06 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 82 de 99
Joint Support Reactions for Load Case "12I":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -20.77 0.0 -25.47 0.0 207.48 0.0 0.0 210.06 0.0 -0.72 0.0 1.4 0.0 -0.04 0.0 0.0
90S -21.39 0.0 20.23 0.0 170.03 0.0 0.0 172.56 0.0 0.65 0.0 0.4 0.0 -0.08 0.0 0.0
91S 3.95 0.0 9.76 0.0 42.26 0.0 0.0 43.56 0.0 -0.65 0.0 -0.2 0.0 -0.02 0.0 0.0
92S 13.79 0.0 -4.52 0.0 79.71 0.0 0.0 81.02 0.0 -0.97 0.0 0.3 0.0 0.05 0.0 0.0
Joint Support Reactions for Load Case "12L":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -20.85 0.0 -25.48 0.0 203.30 0.0 0.0 205.95 0.0 -0.62 0.0 1.3 0.0 -0.04 0.0 0.0
90S -22.53 0.0 20.24 0.0 174.44 0.0 0.0 177.05 0.0 0.74 0.0 0.4 0.0 -0.07 0.0 0.0
91S 5.09 0.0 10.97 0.0 56.38 0.0 0.0 57.66 0.0 -0.51 0.0 -0.4 0.0 -0.01 0.0 0.0
92S 13.87 0.0 -5.73 0.0 85.27 0.0 0.0 86.58 0.0 -0.92 0.0 0.2 0.0 0.03 0.0 0.0
Joint Support Reactions for Load Case "12M":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -20.94 0.0 -25.49 0.0 199.13 0.0 0.0 201.85 0.0 -0.51 0.0 1.2 0.0 -0.04 0.0 0.0
90S -23.68 0.0 20.26 0.0 178.85 0.0 0.0 181.55 0.0 0.83 0.0 0.3 0.0 -0.05 0.0 0.0
91S 6.23 0.0 12.18 0.0 70.50 0.0 0.0 71.81 0.0 -0.37 0.0 -0.5 0.0 -0.01 0.0 0.0
92S 13.96 0.0 -6.94 0.0 90.82 0.0 0.0 92.15 0.0 -0.87 0.0 0.1 0.0 0.02 0.0 0.0
Joint Support Reactions for Load Case "12N":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -20.81 0.0 -25.74 0.0 195.08 0.0 0.0 197.87 0.0 -0.38 0.0 1.1 0.0 -0.04 0.0 0.0
90S -25.02 0.0 20.16 0.0 184.09 0.0 0.0 186.87 0.0 0.95 0.0 0.2 0.0 -0.03 0.0 0.0
91S 7.28 0.0 13.50 0.0 84.74 0.0 0.0 86.12 0.0 -0.24 0.0 -0.7 0.0 -0.02 0.0 0.0
92S 14.13 0.0 -7.92 0.0 95.30 0.0 0.0 96.67 0.0 -0.82 0.0 0.1 0.0 0.00 0.0 0.0
Joint Support Reactions for Load Case "12O":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -20.70 0.0 -26.05 0.0 191.31 0.0 0.0 194.18 0.0 -0.24 0.0 1.0 0.0 -0.03 0.0 0.0
90S -26.36 0.0 20.05 0.0 189.56 0.0 0.0 192.43 0.0 1.09 0.0 0.1 0.0 -0.01 0.0 0.0
91S 8.40 0.0 14.83 0.0 99.27 0.0 0.0 100.72 0.0 -0.10 0.0 -0.9 0.0 -0.02 0.0 0.0
92S 14.24 0.0 -8.84 0.0 99.00 0.0 0.0 100.41 0.0 -0.77 0.0 0.0 0.0 -0.01 0.0 0.0
Joint Support Reactions for Load Case "12P":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -20.49 0.0 -26.55 0.0 187.63 0.0 0.0 190.60 0.0 -0.07 0.0 1.0 0.0 -0.02 0.0 0.0
90S -27.80 0.0 19.82 0.0 195.47 0.0 0.0 198.42 0.0 1.24 0.0 0.1 0.0 0.02 0.0 0.0
91S 9.55 0.0 16.28 0.0 114.44 0.0 0.0 115.99 0.0 0.02 0.0 -1.0 0.0 -0.01 0.0 0.0
92S 14.31 0.0 -9.55 0.0 101.51 0.0 0.0 102.96 0.0 -0.73 0.0 -0.0 0.0 -0.03 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 83 de 99
Joint Support Reactions for Load Case "13A":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -17.47 0.0 -18.57 0.0 151.28 0.0 0.0 153.42 0.0 -0.48 0.0 0.6 0.0 0.01 0.0 0.0
90S -18.00 0.0 18.47 0.0 155.85 0.0 0.0 157.97 0.0 0.60 0.0 0.7 0.0 -0.00 0.0 0.0
91S 18.11 0.0 17.04 0.0 144.00 0.0 0.0 146.13 0.0 0.53 0.0 -0.4 0.0 -0.02 0.0 0.0
92S 17.37 0.0 -16.94 0.0 138.20 0.0 0.0 140.31 0.0 -0.42 0.0 -0.4 0.0 0.02 0.0 0.0
Joint Support Reactions for Load Case "13B":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -17.89 0.0 -18.57 0.0 154.68 0.0 0.0 156.81 0.0 -0.56 0.0 0.7 0.0 0.01 0.0 0.0
90S -17.59 0.0 18.47 0.0 152.46 0.0 0.0 154.58 0.0 0.52 0.0 0.7 0.0 -0.01 0.0 0.0
91S 17.69 0.0 17.04 0.0 140.61 0.0 0.0 142.74 0.0 0.45 0.0 -0.4 0.0 -0.01 0.0 0.0
92S 17.78 0.0 -16.94 0.0 141.59 0.0 0.0 143.70 0.0 -0.49 0.0 -0.4 0.0 0.02 0.0 0.0
Joint Support Reactions for Load Case "13C":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 0.5 0.0 -0.00 0.0 0.0
90S -18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 0.5 0.0 0.01 0.0 0.0
91S 18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 -0.5 0.0 -0.01 0.0 0.0
92S 17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 -0.5 0.0 0.00 0.0 0.0
Joint Support Reactions for Load Case "13D":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 0.5 0.0 -0.00 0.0 0.0
90S -18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 0.5 0.0 0.01 0.0 0.0
91S 18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 -0.5 0.0 -0.01 0.0 0.0
92S 17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 -0.5 0.0 0.00 0.0 0.0
Joint Support Reactions for Load Case "13E":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 0.5 0.0 -0.00 0.0 0.0
90S -18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 0.5 0.0 0.01 0.0 0.0
91S 18.33 0.0 18.13 0.0 152.15 0.0 0.0 154.32 0.0 0.56 0.0 -0.5 0.0 -0.01 0.0 0.0
92S 17.89 0.0 -18.13 0.0 148.55 0.0 0.0 150.72 0.0 -0.48 0.0 -0.5 0.0 0.00 0.0 0.0
Joint Support Reactions for Load Case "13F":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -17.87 0.0 -18.13 0.0 148.40 0.0 0.0 150.56 0.0 -0.47 0.0 0.5 0.0 -0.00 0.0 0.0
90S -18.35 0.0 18.13 0.0 152.31 0.0 0.0 154.47 0.0 0.56 0.0 0.5 0.0 0.01 0.0 0.0
91S 18.35 0.0 18.13 0.0 152.31 0.0 0.0 154.47 0.0 0.56 0.0 -0.5 0.0 -0.01 0.0 0.0
92S 17.87 0.0 -18.13 0.0 148.40 0.0 0.0 150.56 0.0 -0.47 0.0 -0.5 0.0 0.00 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 84 de 99
Joint Support Reactions for Load Case "13G":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -17.85 0.0 -18.13 0.0 148.24 0.0 0.0 150.41 0.0 -0.47 0.0 0.5 0.0 -0.00 0.0 0.0
90S -18.37 0.0 18.13 0.0 152.46 0.0 0.0 154.63 0.0 0.57 0.0 0.5 0.0 0.01 0.0 0.0
91S 18.37 0.0 18.13 0.0 152.46 0.0 0.0 154.63 0.0 0.57 0.0 -0.5 0.0 -0.01 0.0 0.0
92S 17.85 0.0 -18.13 0.0 148.24 0.0 0.0 150.41 0.0 -0.47 0.0 -0.5 0.0 0.00 0.0 0.0
Joint Support Reactions for Load Case "13H":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -17.82 0.0 -18.13 0.0 147.99 0.0 0.0 150.15 0.0 -0.46 0.0 0.5 0.0 -0.00 0.0 0.0
90S -18.40 0.0 18.13 0.0 152.72 0.0 0.0 154.88 0.0 0.57 0.0 0.5 0.0 0.01 0.0 0.0
91S 18.40 0.0 18.13 0.0 152.72 0.0 0.0 154.88 0.0 0.57 0.0 -0.5 0.0 -0.01 0.0 0.0
92S 17.82 0.0 -18.13 0.0 147.99 0.0 0.0 150.15 0.0 -0.46 0.0 -0.5 0.0 0.00 0.0 0.0
Joint Support Reactions for Load Case "13I":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0
90S -17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 0.5 0.0 -0.00 0.0 0.0
91S 17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 -0.5 0.0 0.00 0.0 0.0
92S 18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0
Joint Support Reactions for Load Case "13L":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0
90S -17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 0.5 0.0 -0.00 0.0 0.0
91S 17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 -0.5 0.0 0.00 0.0 0.0
92S 18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0
Joint Support Reactions for Load Case "13M":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0
90S -17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 0.5 0.0 -0.00 0.0 0.0
91S 17.69 0.0 18.13 0.0 146.95 0.0 0.0 149.12 0.0 0.44 0.0 -0.5 0.0 0.00 0.0 0.0
92S 18.52 0.0 -18.13 0.0 153.75 0.0 0.0 155.92 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0
Joint Support Reactions for Load Case "13N":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -18.54 0.0 -18.13 0.0 153.91 0.0 0.0 156.07 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0
90S -17.67 0.0 18.13 0.0 146.80 0.0 0.0 148.96 0.0 0.44 0.0 0.5 0.0 -0.00 0.0 0.0
91S 17.67 0.0 18.13 0.0 146.80 0.0 0.0 148.96 0.0 0.44 0.0 -0.5 0.0 0.00 0.0 0.0
92S 18.54 0.0 -18.13 0.0 153.91 0.0 0.0 156.07 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 85 de 99
Joint Support Reactions for Load Case "13O":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -18.56 0.0 -18.13 0.0 154.06 0.0 0.0 156.23 0.0 -0.60 0.0 0.5 0.0 -0.01 0.0 0.0
90S -17.65 0.0 18.13 0.0 146.64 0.0 0.0 148.81 0.0 0.43 0.0 0.5 0.0 -0.00 0.0 0.0
91S 17.65 0.0 18.13 0.0 146.64 0.0 0.0 148.81 0.0 0.43 0.0 -0.5 0.0 0.00 0.0 0.0
92S 18.56 0.0 -18.13 0.0 154.06 0.0 0.0 156.23 0.0 -0.60 0.0 -0.5 0.0 0.01 0.0 0.0
Joint Support Reactions for Load Case "13P":
Joint X X Y Y Z Comp. Uplift Result. Result. X X-M. Y Y-M. Z Z-M. Max.
Label Force Usage Force Usage Force Usage Usage Force Usage Moment Usage Moment Usage Moment Usage Usage
(kN) % (kN) % (kN) % % (kN) % (kN-m) % (kN-m) % (kN-m) % %
-----------------------------------------------------------------------------------------------------------------
89S -18.59 0.0 -18.13 0.0 154.31 0.0 0.0 156.48 0.0 -0.61 0.0 0.5 0.0 -0.02 0.0 0.0
90S -17.62 0.0 18.13 0.0 146.39 0.0 0.0 148.55 0.0 0.43 0.0 0.5 0.0 -0.00 0.0 0.0
91S 17.62 0.0 18.13 0.0 146.39 0.0 0.0 148.55 0.0 0.43 0.0 -0.5 0.0 0.00 0.0 0.0
92S 18.59 0.0 -18.13 0.0 154.31 0.0 0.0 156.48 0.0 -0.61 0.0 -0.5 0.0 0.02 0.0 0.0
*** Peso de la estructura (N):
Weight of Angles*Section DLF: 240583.7
Total: 240583.7
*** End of Report
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 86 de 99
5. VERIFICACION DE LOS MIEMBROS NOTAS: AREA NETA: A area seccion – 2 perforaciones B area seccion – 1 perforacion RADIO DE GIRO: A minimo B medio D por doble angular juntados
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 87 de 99
Sección Long. De Diseño Capacidad Capacidad a TornillosB B t Total L a la Tensión la compresión Secc
Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgW1 5,399 4D 4,235 4A 1 65 65 6 H 7.53 A 6.53 559 189 5 20,568 5,086 1 2 16.0 12,644 13,216W2 3,827 4A 5,018 4D 1 65 65 6 H 7.53 A 6.53 594 156 5 20,568 6,991 1 2 16.0 12,644 13,216CF1 7,904 4A 8,608 12B 1 75 75 6 H 8.75 A 7.75 461 104 3 24,409 13,984 1 3 16.0 18,967 19,823CF2 7,504 4A 16,322 7I 1 80 80 6 H 9.35 A 8.35 150 94 3 26,297 16,504 1 3 16.0 18,967 19,823
CF11 6,795 7B 3,524 4A 1 75 75 5 H 7.36 A 6.53 499 145 5 20,556 7,655 1 2 16.0 12,644 11,013CF21 9,516 12I 0 0 1 60 60 5 H 5.82 A 4.99 489 278 5 15,708 2,025 1 2 16.0 12,644 11,013CF3 6,220 4 12 10D 2 45 45 4 H 6.98 A 6.32 200 147 4 19,882 6,495 2 1 16.0 12,644 8,810
CF11L 3,113 4A 2,740 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CF12L 2,729 4 3,162 4A 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CF13L 3,182 4A 2,673 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,397 1 1 16.0 6,322 4,405CE1 7,880 4D 9,569 4D 1 75 75 6 H 8.75 A 7.75 461 104 3 24,409 13,984 1 3 16.0 18,967 19,823CE2 7,535 4A 16,274 7L 1 80 80 6 H 9.35 A 8.35 150 94 3 26,297 16,504 1 3 16.0 18,967 19,823
CE11 6,878 7C 3,945 4A 1 75 75 5 H 7.36 A 6.53 499 145 5 20,556 7,655 1 2 16.0 12,644 11,013CE21 9,516 12L 0 0 1 60 60 5 H 5.82 A 4.99 489 278 5 15,708 2,025 1 2 16.0 12,644 11,013CE3 6,254 4 10 12I 2 45 45 4 H 6.98 A 6.32 200 147 4 19,882 6,495 2 1 16.0 12,644 8,810
CE11L 3,053 4A 2,799 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CE12L 2,778 4 3,112 4A 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CE13L 3,137 4A 2,716 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,397 1 1 16.0 6,322 4,405CD1 8,785 4D 10,473 4D 1 75 75 6 H 8.75 A 7.75 461 104 3 24,409 13,984 1 3 16.0 18,967 19,823CD2 7,512 4A 16,288 7M 1 80 80 6 H 9.35 A 8.35 150 94 3 26,297 16,504 1 3 16.0 18,967 19,823CD11 6,993 7D 4,357 4A 1 75 75 5 H 7.36 A 6.53 499 145 5 20,556 7,655 1 2 16.0 12,644 11,013CD21 9,520 12M 0 0 1 60 60 5 H 5.82 A 4.99 489 278 5 15,708 2,025 1 2 16.0 12,644 11,013CD3 6,234 4 10 10D 2 45 45 4 H 6.98 A 6.32 200 147 4 19,882 6,495 2 1 16.0 12,644 8,810
CD11L 3,068 4A 2,770 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CD12L 2,754 4 3,145 4A 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,405 1 1 16.0 6,322 4,405CD13L 3,166 4A 2,690 4 1 45 45 4 H 3.49 A 2.83 250 144 4 8,896 3,397 1 1 16.0 6,322 4,405CC1 8,999 4D 10,792 4D 1 75 75 6 H 8.75 A 7.75 470 106 3 24,409 13,746 1 3 16.0 18,967 19,823CC2 6,753 4A 15,861 7N 1 80 80 6 H 9.35 A 8.35 150 95 3 26,297 16,209 1 3 16.0 18,967 19,823CC11 6,430 7E 2,691 4A 1 65 65 5 H 6.31 A 5.48 513 173 5 17,250 4,949 1 2 16.0 12,644 11,013CC21 9,771 12N 0 0 1 60 60 5 H 5.82 A 4.99 499 284 5 15,708 1,953 1 2 16.0 12,644 11,013CC3 6,407 4A 80 2D 2 45 45 4 H 6.98 A 6.32 267 196 4 19,882 3,644 2 1 16.0 12,644 8,810
CC11L 3,502 4 3,519 4A 1 65 65 4 H 5.13 A 4.47 201 157 4 14,058 4,201 1 1 16.0 6,322 4,405CC12L 3,532 4A 3,536 4 1 65 65 4 H 5.13 A 4.47 402 157 4 14,058 4,192 1 1 16.0 6,322 4,405
CB1 6,650 4D 8,486 4D 1 75 75 6 H 8.75 A 7.75 480 109 3 24,409 13,469 1 3 16.0 18,967 19,823CB2 5,126 4A 15,114 7O 1 80 80 6 H 9.35 A 8.35 150 95 3 26,297 16,219 1 3 16.0 18,967 19,823
CB11 6,266 7F 1,982 4A 1 65 65 5 H 6.31 A 5.48 522 176 5 17,250 4,814 1 2 16.0 12,644 11,013CB21 9,798 12O 0 0 1 60 60 5 H 5.82 A 4.99 498 284 5 15,708 1,955 1 2 16.0 12,644 11,013CB3 6,451 4A 114 5D 2 60 60 4 H 9.42 A 8.76 333 182 4 27,563 5,725 2 1 16.0 12,644 8,810
CB11L 3,187 4 3,124 4A 1 65 65 5 H 6.31 A 5.48 224 175 4 17,250 4,144 1 1 16.0 6,322 5,506CB12L 3,105 4A 3,215 4 1 65 65 5 H 6.31 A 5.48 448 175 4 17,250 4,140 1 1 16.0 6,322 5,506CA1 5,474 4D 7,516 4D 1 75 75 6 H 8.75 A 7.75 511 116 3 24,409 12,677 1 3 16.0 18,967 19,823CA2 4,179 4A 15,199 7P 1 80 80 6 H 9.35 A 8.35 157 100 3 26,297 15,594 1 3 16.0 18,967 19,823
CA11 6,511 7G 2,779 4A 1 65 65 5 H 6.31 A 5.48 551 185 5 17,250 4,410 1 2 16.0 12,644 11,013CA21 10,222 7P 0 0 1 60 60 5 H 5.82 A 4.99 517 294 5 15,708 1,832 1 2 16.0 12,644 11,013CA3 6,540 4A 216 5D 2 75 75 5 H 14.72 A 13.89 400 175 4 43,724 9,709 2 1 16.0 12,644 11,013
Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo SecciónTensión Compresión Neta AplastamientoCortanteφCant.ASCEMaterial L/r
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 88 de 99
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 KgCA11L 3,101 4 2,854 5A 1 65 65 5 H 6.31 A 5.48 254 198 4 17,250 3,226 1 1 16.0 6,322 5,506CA12L 2,875 5A 3,152 4 1 65 65 5 H 6.31 A 5.48 508 199 4 17,250 3,222 1 1 16.0 6,322 5,506
B1A 191,550 4A 209,151 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B2A 192,554 4A 209,243 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B2B 192,935 4A 208,872 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B3A 197,077 4A 212,387 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B3B 193,280 4A 206,743 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B4A 193,883 4A 206,813 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695B4B 188,754 4A 199,893 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695F1A 173,473 4A 183,935 4 2 180 180 19 H 65.38 B 57.54 191 35 1 201,190 216,784 2 12 20.0 220,259 314,695F2A 173,896 4A 184,197 4 2 180 180 19 H 65.38 B 57.54 201 36 1 201,190 215,500 2 12 20.0 220,259 314,695F2B 153,473 4A 162,480 4 2 180 180 19 H 65.38 B 57.54 201 57 1 201,190 196,392 2 10 20.0 183,549 262,246F3A 141,094 4A 149,632 4 2 180 180 19 H 65.38 B 57.54 191 35 1 201,190 216,784 2 10 20.0 183,549 262,246F4A 141,481 4A 149,680 4 2 180 180 19 H 65.38 B 57.54 201 36 1 201,190 215,500 2 10 20.0 183,549 262,246F4B 123,007 4A 129,512 4 2 180 180 19 H 65.38 B 57.54 201 57 1 201,190 196,392 2 8 20.0 146,839 209,796F5A 114,054 4A 121,157 4 2 152 152 16 H 45.87 B 39.27 191 41 1 137,532 148,823 2 8 20.0 146,839 174,830F6A 110,067 4A 116,451 4 2 152 152 16 H 45.87 B 39.27 201 43 1 137,532 147,568 2 8 20.0 146,839 174,830F6B 98,940 4A 102,795 4 2 152 152 16 H 45.87 B 39.27 201 67 1 137,532 128,834 2 6 20.0 110,129 131,123F7A 78,256 4A 82,237 4 2 127 127 13 H 30.65 B 25.29 190 49 1 88,879 96,203 2 6 20.0 110,129 104,898F8A 67,110 4A 72,528 4 2 127 127 13 H 30.65 B 25.29 200 51 1 88,879 95,014 2 6 20.0 110,129 104,898F8B 51,328 4A 53,266 4 2 127 127 13 H 30.65 B 25.29 200 80 1 88,879 77,150 2 4 20.0 73,420 69,932F9A 32,582 4A 34,370 4 1 100 100 7 H 13.70 B 10.81 190 62 1 37,818 39,456 2 4 20.0 73,420 38,545F10A 26,053 4A 29,511 4 1 100 100 7 H 13.70 B 10.81 200 51 1 37,818 42,046 2 4 20.0 73,420 38,545F10B 16,816 4A 17,881 1D 1 100 100 7 H 13.70 B 11.38 200 102 1 39,789 26,385 2 4 16.0 50,578 30,836F11A 8,220 1D 10,023 1D 1 75 75 6 H 8.75 B 6.76 190 83 1 23,637 21,369 2 4 16.0 50,578 26,431F12A 4,701 1A 5,864 4 1 75 75 6 H 8.75 B 6.76 190 129 6 23,637 11,146 2 4 16.0 50,578 26,431F13A 1,448 1D 1,524 1D 1 75 75 6 H 8.75 A 7.75 200 136 6 27,121 10,439 1 2 16.0 12,644 13,216
CR17T 4,016 4 3,112 4A 1 65 65 4 H 5.13 A 4.47 200 156 4 14,058 4,228 1 1 16.0 6,322 4,405CR17L 163 1A 627 7A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR17 613 7H 67 12A 1 45 45 4 H 3.49 A 2.83 283 163 4 8,896 2,658 1 1 16.0 6,322 4,405
CR16T 2,030 4A 3,025 4 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR16L 1,039 7A 549 1A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR16 397 4D 768 12H 1 45 45 4 H 3.49 A 2.83 283 163 4 8,896 2,658 1 1 16.0 6,322 4,405
CR15T 5,618 7I 331 4A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 2 16.0 12,644 8,810CR15L 1,391 1A 1,351 1D 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR14T 7,003 4A 8,537 7I 1 80 80 6 H 9.35 A 8.35 200 127 4 26,297 11,594 1 2 16.0 12,644 13,216CR14L 1,619 12B 803 1D 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR14 2,611 4D 2,687 7I 1 50 50 4 H 3.89 A 3.23 283 144 4 10,155 3,759 1 1 16.0 6,322 4,405
CR13T 5,465 12L 1,624 4A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 2 16.0 12,644 8,810CR13L 3,764 1A 3,648 1A 1 65 65 4 H 5.13 A 4.47 200 156 4 14,058 4,228 1 1 16.0 6,322 4,405CR12T 4,318 4A 7,829 7L 1 75 75 6 H 8.75 A 7.75 200 136 4 24,409 9,512 1 2 16.0 12,644 13,216CR12L 3,228 1 2,728 1A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR12 2,822 4D 2,778 4D 1 50 50 4 H 3.89 A 3.23 283 144 4 10,155 3,759 1 1 16.0 6,322 4,405
CR11T 4,853 12M 2,329 4A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 2 16.0 12,644 8,810CR11L 6,170 1A 5,978 1A 1 75 75 5 H 7.36 A 6.53 200 135 4 20,556 8,110 1 2 16.0 12,644 11,013
Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo SecciónTensión Compresión NetaMaterial ASCEL/r Cant. φ Cortante Aplastamiento
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 89 de 99
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 KgCR10T 5,830 4A 7,601 7M 1 75 75 6 H 8.75 A 7.75 200 136 4 24,409 9,512 1 2 16.0 12,644 13,216CR10L 1,777 1 1,506 1A 1 60 60 4 H 4.71 A 4.05 200 169 4 12,736 3,299 1 1 16.0 6,322 4,405CR10 2,662 4D 2,732 4D 1 50 50 4 H 3.89 A 3.23 283 144 4 10,155 3,759 1 1 16.0 6,322 4,405CR9T 8,807 4D 8,171 4D 1 75 75 5 H 7.36 A 6.53 123 83 3 20,556 14,112 1 2 16.0 12,644 11,013CR9L 8,869 4D 9,544 4D 1 75 75 5 H 7.36 A 6.53 123 83 3 20,556 14,112 1 2 16.0 12,644 11,013CR8T 15,707 4D 15,547 7N 1 80 80 6 H 9.35 A 8.35 133 85 3 26,297 17,784 1 3 16.0 18,967 19,823CR8L 11,733 4D 10,583 4D 1 75 75 5 H 7.36 A 6.53 133 90 3 20,556 13,339 1 3 16.0 18,967 16,519CR8 1,914 4D 1,908 4D 1 50 50 4 H 3.89 A 3.23 189 192 4 10,155 2,114 1 1 16.0 6,322 4,405
CR7T 7,726 12O 687 4A 1 60 60 4 H 4.71 A 4.05 156 132 4 12,736 5,428 1 3 16.0 18,967 13,216CR7L 1,311 4A 1,768 12F 1 60 60 4 H 4.71 A 4.05 156 132 4 12,736 5,428 1 1 16.0 6,322 4,405CR6T 13,658 4D 14,939 7O 1 75 75 6 H 8.75 A 7.75 167 73 3 24,409 18,208 1 3 16.0 18,967 19,823CR6L 13,485 4D 10,897 4D 1 75 75 5 H 7.36 A 6.53 167 73 3 20,556 15,139 1 3 16.0 18,967 16,519CR6 2,036 4D 2,034 4D 1 45 45 4 H 3.49 A 2.83 236 173 4 8,896 2,338 1 1 16.0 6,322 4,405
CR5T 8,501 7P 1,607 4A 1 65 65 5 H 6.31 A 5.48 189 148 4 17,250 5,808 1 2 16.0 12,644 11,013CR5L 2,317 1A 2,185 1A 1 65 65 4 H 5.13 A 4.47 189 148 4 14,058 4,722 1 1 16.0 6,322 4,405CR4T 16,675 4D 19,948 4D 1 90 90 6 H 10.60 A 9.60 200 72 3 30,232 21,762 1 4 16.0 25,289 26,431CR4L 12,771 4D 11,088 4D 1 75 75 5 H 7.36 A 6.53 200 87 3 20,556 13,636 1 3 16.0 18,967 16,519CR4 2,297 4D 2,218 4D 1 50 50 4 H 3.89 A 3.23 283 182 4 10,155 2,354 1 1 16.0 6,322 4,405
CR3T 1,625 4 1,899 4A 1 75 75 5 H 7.36 A 6.53 274 185 4 20,556 4,337 1 1 16.0 6,322 5,506CR3L 1,594 1 1,556 1A 1 75 75 5 H 7.36 A 6.53 274 185 4 20,556 4,337 1 1 16.0 6,322 5,506CR2T 1,373 4 1,332 4A 1 65 65 5 H 6.31 A 5.48 347 175 4 17,250 4,134 1 1 16.0 6,322 5,506CR2L 1,564 1 1,361 1A 1 65 65 5 H 6.31 A 5.48 347 175 4 17,250 4,134 1 1 16.0 6,322 5,506CR1T 1,521 4 1,358 4A 1 65 65 4 H 5.13 A 4.47 210 164 4 14,058 3,826 1 1 16.0 6,322 4,405CR1L 1,624 1 1,310 1A 1 65 65 4 H 5.13 A 4.47 210 164 4 14,058 3,826 1 1 16.0 6,322 4,405EC1T 5,435 4D 5,722 4D 1 75 75 6 H 8.75 A 7.75 229 156 4 24,409 7,279 1 1 16.0 6,322 6,608EC1L 4,795 5D 6,601 4D 1 75 75 6 H 8.75 A 7.75 229 156 4 24,409 7,279 1 1 16.0 9,177 8,260E11T 986 4 1,299 4A 1 60 60 4 H 4.71 A 4.05 347 190 4 12,736 2,635 1 1 16.0 6,322 4,405E11L 1,048 1 1,040 5A 1 60 60 4 H 4.71 A 4.05 347 190 4 12,736 2,635 1 1 16.0 6,322 4,405E12T 3,311 4D 2,469 5D 1 90 90 7 H 12.20 A 11.04 433 158 4 34,746 9,895 1 2 16.0 12,644 15,418E12L 3,363 4D 2,515 5D 1 90 90 7 H 12.20 A 11.04 433 158 4 34,746 9,895 1 2 16.0 12,644 15,418E13T 14,540 4D 14,639 4D 2 75 75 6 H 17.50 A 16.50 336 140 4 51,952 17,959 2 2 16.0 25,289 26,431E13L 13,634 5D 13,763 5D 2 75 75 6 H 17.50 A 16.50 336 140 4 51,952 17,959 2 2 16.0 25,289 26,431B11T 7,656 4D 7,414 5D 1 100 100 7 H 13.70 A 12.54 548 179 4 39,468 8,593 1 2 16.0 12,644 15,418B11L 6,954 4D 7,377 5D 1 100 100 7 H 13.70 A 12.54 548 179 4 39,468 8,593 1 2 16.0 12,644 15,418B21T 9,044 4D 9,492 5D 1 100 100 7 H 13.70 A 12.54 489 160 4 39,468 10,818 1 2 16.0 12,644 15,418B21L 9,225 4D 7,557 5D 1 100 100 7 H 13.70 A 12.54 489 160 4 39,468 10,818 1 2 16.0 12,644 15,418B22T 9,492 5D 9,732 4D 1 100 100 7 H 13.70 A 12.54 489 160 4 39,468 10,818 1 2 16.0 12,644 15,418B22L 8,603 4D 9,789 4D 1 100 100 7 H 13.70 A 12.54 489 160 4 39,468 10,818 1 2 16.0 12,644 15,418B31T 10,670 4D 11,382 4D 1 100 100 7 H 13.70 A 12.54 433 142 4 39,468 13,760 1 2 16.0 12,644 15,418B31L 11,203 4D 10,339 4D 1 100 100 7 H 13.70 A 12.54 433 142 4 39,468 13,760 1 2 16.0 12,644 15,418B32T 12,480 4D 13,645 4D 1 100 100 7 H 13.70 A 12.54 433 142 4 39,468 13,760 1 3 16.0 18,967 23,127B32L 12,543 4D 12,211 4D 1 100 100 7 H 13.70 A 12.54 433 142 4 39,468 13,760 1 3 16.0 18,967 23,127B41T 14,481 4D 16,176 4D 1 100 100 7 H 13.70 A 12.54 384 125 4 39,468 17,513 1 3 16.0 18,967 23,127B41L 15,204 4D 14,833 4D 1 100 100 7 H 13.70 A 12.54 384 125 4 39,468 17,513 1 3 16.0 18,967 23,127B42T 18,980 4D 19,306 4D 2 102 102 10 H 18.45 A 16.79 384 123 4 53,101 24,519 1 4 16.0 25,289 41,959
φ Cortante AplastamientoTensión Compresión NetaSección
L/r ASCE Cant.Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo Material
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 90 de 99
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 KgB42L 19,019 4D 19,136 4D 2 102 102 10 H 18.45 A 16.79 384 123 4 53,101 24,519 1 4 16.0 25,289 41,959F11T 17,433 4D 13,614 4D 1 90 90 6 H 10.60 A 9.60 276 98 3 30,232 17,943 1 3 16.0 18,967 19,823F11L 15301 4D 17808 4D 1 90 90 6 H 10.6 A 9.60 276 98 3 30232 17,943 1 3 16 18967 19823F21T 18061 4D 14443 4D 1 90 90 7 H 12.2 A 11.04 268 97 3 34746 20,770 1 3 16 18967 23127F21L 17376 4D 19574 4D 1 100 100 7 H 13.7 A 12.54 268 88 3 39468 25,445 1 4 16 25289 30836F22T 17665 4D 17741 4D 1 90 90 7 H 12.2 A 11.04 268 97 3 34746 20,770 1 3 16 18967 23127F22L 20479 4D 20564 4D 1 100 100 7 H 13.7 A 12.54 268 88 3 39468 25,445 1 4 16 25289 30836F31T 17178 4D 13852 4D 1 80 80 7 H 10.8 A 9.64 253 104 3 30339 17,376 1 3 16 18967 23127F31L 15316 4D 17310 4D 1 80 80 7 H 10.8 A 9.64 253 104 3 30339 17,376 1 3 16 18967 23127F41T 18155 4D 14982 4D 1 90 90 7 H 12.2 A 11.04 247 90 3 34746 22,259 1 4 16 25289 30836F41L 17410 4D 19176 4D 1 90 90 7 H 12.2 A 11.04 247 90 3 34746 22,259 1 4 16 25289 30836F42T 18989 4D 19011 4D 1 90 90 7 H 12.2 A 11.04 247 90 3 34746 22,259 1 4 16 25289 30836F42L 21326 4D 21412 4D 1 90 90 7 H 12.2 A 11.04 247 90 3 34746 22,259 1 4 16 25289 30836F51T 14821 4D 14768 4D 1 80 80 6 H 9.35 A 8.35 232 95 3 26297 16,246 1 3 16 18967 19823F51L 15994 4D 16094 4D 1 90 90 6 H 10.6 A 9.60 232 84 3 30232 20,069 1 3 16 18967 19823F61T 11624 4D 12452 4D 1 80 80 6 H 9.35 A 8.35 308 98 3 26297 15,825 1 3 16 18967 19823F61L 13,348 4D 13,696 4D 1 90 90 6 H 10.60 A 9.60 308 87 3 30,232 19,723 1 3 16.0 18,967 19,823F62T 14,472 4D 12,970 4D 1 80 80 6 H 9.35 A 8.35 291 93 3 26,297 16,626 1 3 16.0 18,967 19,823F62L 15,537 4D 15,567 4D 1 90 90 6 H 10.60 A 9.60 291 82 3 30,232 20,424 1 3 16.0 18,967 19,823F71T 17,106 4D 10,406 1 1 75 75 5 H 7.36 A 6.53 276 93 3 20,556 13,000 1 4 16.0 25,289 22,026F71L 11,727 4D 17,332 4D 1 80 80 7 H 10.80 A 9.64 276 88 3 30,339 20,046 1 3 16.0 18,967 23,127F81T 11,526 4D 11,436 4D 1 75 75 6 H 8.75 A 7.75 283 96 3 24,409 15,067 1 2 16.0 12,644 13,216F81L 14,208 4D 14,882 4D 1 80 80 6 H 9.35 A 8.35 283 90 3 26,297 17,024 1 3 16.0 18,967 19,823F82T 11,314 4D 11,330 4D 1 75 75 6 H 8.75 A 7.75 283 96 3 24,409 15,067 1 2 16.0 12,644 13,216F82L 14,823 4D 14,244 4D 1 80 80 6 H 9.35 A 8.35 283 90 3 26,297 17,024 1 3 16.0 18,967 19,823F91T 11,902 4D 7,871 7I 1 65 65 5 H 6.31 A 5.48 276 108 3 17,250 9,791 1 3 16.0 18,967 16,519F91L 6,897 4D 10,848 4D 1 75 75 5 H 7.36 A 6.53 276 93 3 20,556 13,000 1 2 16.0 12,644 11,013
F101T 6,882 7I 6,241 1A 1 65 65 4 H 5.13 A 4.47 283 110 3 14,058 7,773 1 2 16.0 12,644 8,810F101L 8,276 4D 8,656 4D 1 65 65 5 H 6.31 A 5.48 283 110 3 17,250 9,561 1 2 16.0 12,644 11,013F102T 6,073 1A 6,905 7I 1 65 65 4 H 5.13 A 4.47 283 110 3 14,058 7,773 1 2 16.0 12,644 8,810F102L 8,623 4D 8,288 4D 1 65 65 5 H 6.31 A 5.48 283 110 3 17,250 9,561 1 2 16.0 12,644 11,013F111T 5,280 4D 4,000 7B 1 60 60 4 H 4.71 A 4.05 276 117 3 12,736 6,756 1 2 16.0 12,644 8,810F111L 2,921 4A 4,240 4D 1 60 60 4 H 4.71 A 4.05 276 117 3 12,736 6,756 1 1 16.0 6,322 4,405F121T 2,566 1 2,877 7H 1 50 50 4 H 3.89 A 3.23 276 141 4 10,155 3,952 1 1 16.0 6,322 4,405F121L 2,263 4D 2,668 4D 1 50 50 4 H 3.89 A 3.23 276 141 4 10,155 3,952 1 1 16.0 6,322 4,405F131T 2,851 7A 2,437 1 1 45 45 4 H 3.49 A 2.83 283 163 4 8,896 2,658 1 1 16.0 6,322 4,405F131L 1,144 4D 1,158 4A 1 45 45 4 H 3.49 A 2.83 283 163 4 8,896 2,658 1 1 16.0 6,322 4,405
E1 193,014 4A 212,824 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695E2 191,932 4A 210,087 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695
E21T 781 4D 783 4D 1 60 60 4 H 4.71 A 4.05 321 176 4 12,736 3,076 1 1 16.0 6,322 4,405E21L 754 4D 971 5D 1 60 60 4 H 4.71 A 4.05 321 176 4 12,736 3,076 1 1 16.0 6,322 4,405E22T 3,352 4D 3,061 4D 1 90 90 7 H 12.20 A 11.04 415 151 4 34,746 10,777 1 2 16.0 12,644 15,418E22L 3,802 4D 3,006 4D 1 90 90 7 H 12.20 A 11.04 415 151 4 34,746 10,777 1 2 16.0 12,644 15,418E23T 17,194 4D 15,290 5D 2 75 75 6 H 17.50 A 16.50 331 138 4 51,952 18,465 2 2 16.0 25,289 26,431E23L 15,539 4D 15,747 5D 2 75 75 6 H 17.50 A 16.50 331 138 4 51,952 18,465 2 2 16.0 25,289 26,431
Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo Material φ Cortante AplastamientoTensión Compresión NetaSección
L/r ASCE Cant.
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 91 de 99
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 KgEC2T 2,412 4D 2,359 5D 1 65 65 4 H 5.13 A 4.47 210 164 4 14,058 3,826 1 1 16.0 6,322 4,405EC2L 1,876 4D 2,328 4D 1 65 65 4 H 5.13 A 4.47 210 164 4 14,058 3,826 1 1 16.0 6,322 4,405
E3 193,438 4A 211,339 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229,766 241,140 2 12 20.0 220,259 314,695E31T 1,210 4D 1,458 4A 1 60 60 4 H 4.71 A 4.05 295 161 4 12,736 3,637 1 1 16.0 6,322 4,405E31L 1,259 1 1,193 1A 1 60 60 4 H 4.71 A 4.05 295 161 4 12,736 3,637 1 1 16.0 6,322 4,405E32T 4,053 4D 3,426 5D 1 90 90 7 H 12.20 A 11.04 398 145 4 34,746 11,732 1 2 16.0 12,644 15,418E32L 4,358 4D 3,127 5D 1 90 90 7 H 12.20 A 11.04 398 145 4 34,746 11,732 1 2 16.0 12,644 15,418E33T 17,634 4D 17,705 4D 2 75 75 6 H 17.50 A 16.50 327 136 4 51,952 18,957 2 2 16.0 25,289 26,431E33L 16,738 4D 16,828 4D 2 75 75 6 H 17.50 A 16.50 327 136 4 51,952 18,957 2 2 16.0 25,289 26,431EC3T 6,756 4D 6,778 5D 1 70 70 6 H 8.13 A 6.89 192 140 4 21,697 8,340 1 1 20.0 9,177 8,260EC3L 6723 4D 6957 4D 1 70 70 6 H 8.13 A 6.89 192 140 4 21697 8,340 1 1 20 9177 8260
E4 193569 4A 210135 4 2 203 203 19 H 73.55 B 65.71 305 38 1 229766 241,140 2 12 20 220259 314695E41T 1068 4D 963 4D 1 60 60 4 H 4.71 A 4.05 270 147 4 12736 4,367 1 1 16 6322 4405E41L 1019 4D 1229 5D 1 60 60 4 H 4.71 A 4.05 270 147 4 12736 4,367 1 1 16 6322 4405E42T 4344 4D 3800 5D 1 90 90 7 H 12.2 A 11.04 382 139 4 34746 12,754 1 2 16 12644 15418E42L 5216 4D 4380 4D 1 90 90 7 H 12.2 A 11.04 382 139 4 34746 12,754 1 2 16 12644 15418E43T 21158 4D 19099 5D 2 75 75 6 H 17.5 A 16.50 323 135 4 51952 19,433 2 2 16 25289 26431E43L 20075 4D 19003 5D 2 75 75 6 H 17.5 A 16.50 323 135 4 51952 19,433 2 2 16 25289 26431EC4T 2666 4D 1635 4A 1 65 65 5 H 6.31 A 5.48 347 175 4 17250 4,134 1 2 16 12644 11013EC4L 2237 4D 1736 1A 1 65 65 5 H 6.31 A 5.48 347 175 4 17250 4,134 1 2 16 12644 11013
L1 196467 4A 212954 4 2 203 203 19 H 73.55 B 65.71 507 32 1 229766 246,063 2 12 20 220259 314695L8 180393 4A 200024 4 2 203 203 19 H 73.55 B 65.71 913 33 1 229766 245,390 2 12 20 220259 314695L9 180197 4A 199969 4 2 203 203 19 H 73.55 B 65.71 1,015 36 1 229766 242,608 2 12 20 220259 314695
L10 180032 4A 199920 4 2 203 203 19 H 73.55 B 65.71 1,116 35 1 229766 243,713 2 12 20 220259 314695L11 185,306 4A 203,171 4 2 203 203 19 H 73.55 B 65.71 1,218 34 1 229,766 244,547 2 12 20.0 220,259 314,695
L11T 14,184 4D 13,692 5D 1 80 80 6 H 9.35 A 8.35 648 103 3 26,297 15,101 1 3 16.0 18,967 19,823L81T 17,331 4D 15,477 5D 1 80 80 6 H 9.35 A 8.35 983 90 3 26,297 17,104 1 3 16.0 18,967 19,823L91T 18,876 4D 16,861 5D 1 80 80 8 H 12.30 A 10.97 1,081 99 3 34,538 20,624 1 4 16.0 25,289 35,241
L101T 20,195 4D 18,013 5D 1 80 80 8 H 12.30 A 10.97 1,180 95 3 34,538 21,513 1 4 16.0 25,289 35,241L111T 21,828 4D 19,120 5D 1 80 80 8 H 12.30 A 10.97 1,279 91 3 34,538 22,217 1 4 16.0 25,289 35,241L11L 14,405 4D 13,427 4D 1 80 80 6 H 9.35 A 8.35 648 103 3 26,297 15,101 1 3 16.0 18,967 19,823L81L 16,083 4D 15,625 5D 1 80 80 6 H 9.35 A 8.35 983 90 3 26,297 17,104 1 3 16.0 18,967 19,823L91L 17,480 4D 16,983 5D 1 80 80 8 H 12.30 A 10.97 1,081 99 3 34,538 20,624 1 4 16.0 25,289 35,241L101L 18,679 4D 18,140 5D 1 80 80 8 H 12.30 A 10.97 1,180 95 3 34,538 21,513 1 4 16.0 25,289 35,241L111L 19,829 4D 19,280 5D 1 80 80 8 H 12.30 A 10.97 1,279 91 3 34,538 22,217 1 4 16.0 25,289 35,241
Miembro CARGA ULTIMA ACTUANTE Dimensión del Angulo Material φ Cortante AplastamientoTensión Compresión NetaSección
L/r ASCE Cant.
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 92 de 99
6. CARGAS ULTIMAS SOBRE LAS CIMENTACIONES
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 93 de 99
CARGAS VERTICALES SOBRE LAS CIMENTACIONES [kg]
TORRE Compresión Tensión Cortante Cortante Combinación Hipotesis Transversal Longitudinal
CON FACTORES DE CARGA (F.S.) H-12 2TDD12A Hip. 4 (Norm) -214 012 28 345 26 280 H-0 2TDD0C Hip. 4A (Norm) 196 176 25 988 23 978
SIN FACTORES DE CARGA (F.S.) H-12 2TDD12A Hip. 4 (Norm) - 145 364 19 251 17 869 H-0 2TDD0C Hip. 4A (Norm) 128 697 17 058 15 708
8990
9291
X
Y
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 94 de 99
7. VERIFICACION DE STUBS Y CLEATS
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 95 de 99
VERIFICACIÓN DEL STUB EN LA CIMENTACIÓN
ANSI/ASCE 10.90 - 1991 Par. 9.4.1
Carga de Compresión (Inclinada) Hipot. 4 C= 217,215 Kg
Carga de Arrancamiento (Inclinada) Hipot. 4A U= 199,112 Kg
Cortante resultante Hipot. 4 T= 2,065 Kg
ESCUADRA n. 6 L 152 x 152 x 15.9 Alg. 250 mmn. 0 L 152 x 152 x 15.9 Alg. 0 mm
MONTANTE L 203 x 203 x 19.1 A
Area Gruesa = 73.55 cm²Area Neta = 65.30 cm²
An = P/Fy + T/(0,75Fy) = sección mínima
Compresión Anc = 217,215 + 2,065 = 62.90 cm² 3,497 2,623
Arrancamiento Anu = 199,112 + 2,065 = 57.73 cm² 3,497 2,623
PERNO n. 5 Perno. 20 por 6 escuadras
Cortante t = 217,215 = 2,305 < 3,230 Kg/cm²0 tornillos a cortante doble. 94.2530 tornillos a cortante simple.
Aplastamiento p = 217,215 = 2,277 < 6,995 Kg/cm²95.40
L 152 x 15.9 Alg. 250 L 203 x 19.1 A
L 152 x 15.9 Alg. 0
N. 5 ø 20
303055
L 152 x 15.9 A lg. 250
320
320
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 96 de 99
VERIFICACIÓN DE LA ESCUADRA SEGÚN ESPECIFICACIÓN " ASCE MANUAL N° 52 "
GUIDE FOR DESIGN OF STEEL TRASMISSION TOWERS - Para. 9.9.2
Cálculo de compresión 217,215 Kg
Escuadra L 152 x 152 x 15.9A n. 6L 152 x 152 x 15.9 A n. 0
Montante L 203 x 203 x 19.1 A
Distribución de las presiones
(Presión de contacto)
f'c = 210 Kg/cm² solicitaciones de compresión
b1 = 25.0 cm longitud de la escuadrab2 = 0.0 cm longitud de la escuadrat = 1.59 cm espesor de la escuadrar = 1.27 cm radio de curvatura
1,19 f'c = 1,19 x 210 Kg/cm² = 250 Kg/cm²
X = t x Fy = 1.59 x 3,447 = 5.904 cm1,19 f'c 250
p =1,19 f'c x b ( t + r + X/2 ) x no.=
= 250 x 25 x ( 1.59 + 1.27 + 5.904/2 ) x 6 = 217,950 = 250 x 0 x ( 1.59 + 1.27 + 5.904/2 ) x 0 = 0
217,950 > 217,215 Kg
Distancias mínimas de la escuadra
2w = 2 x 15.2 = 30.4 cm 2 ≥ 32 cm
(Ver. hoja anterior)
x r
1
1 2
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 97 de 99
VERIFICACION A LA FLEXION DE LA ESCUADRA
Seccion 1-1: Wp 1 = 1.59² /4 = 0.6320 cm³/cm
Wp= Modulo de resistencia elastica de la sección
Momento flexionante M = 250 x 5.904²/4 = 2,178.58 Kg cm/cm
Solicitación s = 2,178.576 3,447 < 3,497 Kg/cm²0.6320
Seccion 2-2: Wp 2 = 2.86² /6 = 1.363 cm³/cm
Momento torsionante M = (250 x 5.904/ 2)x(5.904 / 3+1.27) = 2390 Kg cm/cm
250 x 1.27²/2 = 202 Kg cm/cm
2,591 Kg cm/cm
Solicitación s = 2,591 1,901 < 3,497 Kg/cm²1.363
VERIFICACIÓN; COMBINACIÓN DE CORTANTE + MOMENTO
Momento torsionante M = (250x5.904/2)x(5.904/3+2.86) = 3563 Kg cm/cm
250 x 2.86²/2 = 1,022 Kg cm/cm
4,586 Kg cm/cm
M x b = 4,586 x 25.0 = 114,638 Kg cm
W= (2x3.142x9.7²+1x3.142x6.7^2+2x3.142x3.7²)/9.7= 84.36 cm³
s = 114,638 1,359 Kg/cm²84.36
Combinación de cortante + tracción
2,305 ² + 1,359 ² = 0.59 < 1.003230 ² 4894 ²
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 98 de 99
8. DESPLAZAMIENTOS MAXIMOS
TECHINT S.A. de CV TORRE TIPO “2TDD” SIEPAC-L1-GE-S-MC-4205 REV. A Hoja 99 de 99
Maximo desplazamientos por torre H+12m + 4 patas +7m: MAXIMO DESPLAZAMIENTO DIR. X: 0.552 m NUDO 5P HP: 4 MAXIMO DESPLAZAMIENTO DIR. Y: 0.626 m NUDO 5P HP: 1 MAXIMO DESPLAZAMIENTO DIR. Z: -0.149 m NUDO 5P HP: 1
Altura nudo 1P: 71.30m
DIR. X: 0.8 %
DIR. Y: 0.9 % MAXIMO DESPLAZAMIENTO ADMITIDO POR TORRE DE ANGULO: 4%