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TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG 1
Indice
1. GENERALIDADES 2 2. NORMAS 4 2.1. MATERIALES 4 2.2. ESPESOR MINIMO PERMITIDO 4 2.3. ESBELTEZ MAXIMA DE LOS MIEMBROS 4 2.4. INGENIERIA DE DETALLE 4 3. DIAGRAMAS DE CARGAS 5 4. VIENTO SOBRE LA ESTRUCTURA 13 5. OUTPUT 19 6. VERIFICACION DE MIEMBROS 40 7. REACCIONES 43 8. DESPLAZAMIENTOS 44 9. DISEÑO DE HIERRO DE ANCLAJE (STUB) 45 10. CALCULO DE TRAVESAÑOS DEL STUB (CLEATS) 46
Ver Plano de Cuerpo Basico No. SIEPAC-L1-GE-S-PL-2100 REV B 2-2
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 2
1.- GENERALIDADES.
La presente memoria de calculo tiene por objeto desarrollar el diseño de la torre de suspension autosoportada tipo TD1. En el diseño se han considerado los diagramas de cargas de la Memoria de Calculo C2-I-CON-0001-70620 Rev. D y las recomendaciones de la SECCION VI ESPECIFICACIONES TECNICAS, CAPITULO No. V ESPECIFICACIONES PARA EL DISEÑO FINAL de la EPR. La solución de la estructura se realiza mediante la utilización del programa (TOWER) Este programa permite la resolución de sistemas hiperestaticos especiales de múltiples incógnitas mediante el planteo matricial del método de las rigideces. Para el diseño estructural de los elementos de la torre, se emplearon las envolventes de fuerzas actuantes que resultaron del análisis de los niveles (cuerpos o aumentos) de la torre con los siguientes arreglos de extensiones. Modelo 1 a 5.- Las cuatro extensiones +6 en cada nivel. Modelo 6 a 10.- Las cuatro extensiones +5 en cada nivel. Modelo 11 a 15.- Las cuatro extensiones +4 en cada nivel. Modelo 16 a 20.- Las cuatro extensiones -3 en cada nivel.
Modelo 21 a 40 .- Tres extensiones más largas combinadas con una extensión mas corta.
El análisis de estos modelos 21 al 40 se realizan ubicando sucesivamente la extensión mas corta en cada apoyo de la torre. VER MATRIZ DE CORRIDAS PARA DISEÑO ESTRUCTURAL.
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 3
+12 +9 +6 +3 ±0TD1126 TD196 TD166 TD136 TD106
1 2 3 4 5
TD1125 TD195 TD165 TD135 TD1056 7 8 9 10
TD1124 TD194 TD164 TD134 TD10411 12 13 14 15
TD112-3 TD19-3 TD16-3 TD13-3 TD10-316 17 18 19 20
TD112A TD19A TD16A TD13A TD10A21 22 23 24 25
TD112B TD19B TD16B TD13B TD10B26 27 28 29 30
TD112C TD19C TD16C TD13C TD10C31 32 33 34 35
TD19D TD16D TD13D TD10D37 38 39 40
EXT.+6 EXT.+6 EXT.+6 EXT.+6
VIENTO VIENTOTRANSVERSAL TRANSVERSAL
EXT.+6 EXT.-3 EXT.-3 EXT.+6
EXT.-3 EXT.+6 EXT.+6 EXT.-3
VIENTO VIENTOTRANSVERSAL TRANSVERSAL
EXT.+6 EXT.+6 EXT.+6 EXT.+6
8 ARREGLO D
ARREGLO A
ARREGLO A
TD112D
5
6 ARREGLO B
4
7 ARREGLO C
4 EXT. -3
2
1
4 EXT. +5
3
TORRE TD1 MATRIZ DE CORRIDAS PARA DISEÑO ESTRUCTURAL
N I V E L E S
ARREGLO B
4 EXT. +6
ARREGLO D
EXTENSIONES
4 EXT. +4
ARREGLO C
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG 4
2.- NORMAS. Las siguientes normas han sido consideradas:
� ASCE Guide for design of steel transmission towers nº 52 - Second Edition � ANSI/ASCE 10-90 Design of lattice steel transmission structures (Dec. 1991) � ASTM � Especificaciones Tecnicas de la EPR
2.1.- Materiales
� Perfiles angulos laminados en caliente, calidad: ASTM A36. ASTM A572 gr. 50
� Placas calidad ASTM A36. � Tornillos ASTM A394 Tipo 0 Cortante : 3226 Kg/cm2
Aplastamiento A36 : 6117 Kg/cm2
Aplastamiento A572 gr. 50 : 6855 Kg/cm2
Mínima dimensiones de tornillos : ∅= 1/2" 2.2. Espesor mínimo permitido
Para miembros principales : 6.0 mm. Para los otros miembros : 4.0 mm. Placas en estructura : 5.0 mm.
2.3.- Esbeltez máxima de los miembros Para miembros principales : 150 Para los otros miembros comprimidos : 200 Para los otros miembros redundantes : 250 Para los otros miembros tendido : 500
2.4.- Ingeniería de detalle � Los elementos estructurales cuyo eje longitudinal con la horizontal formen un ángulo de 45º, deben resistir una carga concentrada de 100 Kg. perpendicular al eje longitudinal (incluido en análisis estructural), aplicada en cualquier punto de su longitud. De acuerdo a lo descrito en el ASCE 10-97 en 3.14.8.
� El elemento redundante debe tener capacidad para soportar, por lo menos el 2.5% de la fuerza actuante en elemento principal que arriostra.
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 5
3.- DIAGRAMAS DE CARGAS.
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
327 100 327 100 280 120 280 120
300 221 29 23
1 2 1 2
111210
0 111210
0 96922
9 96922
9
708 708 84 84
3 4 3 4
111210
0 111210
0 96922
9 96922
9
708 708 84 84
5 6 5 6
111210
0 111210
0 96922
9 96922
9
708 708 84 84
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
230 Kg/m² 230 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.5 FS= 1.5
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
327 120 327 120 280 735 280 0
162 120 13 21
1 2 1 2
HIP: I VIENTO MAXIMO TRANSVERSAL 90° HIP: II VIENTO MAXIMO LONGITUDINAL
111222
0 111222
0 9690
397 397 72
3 4 3 4
111222
0 111222
0 9690
397 397 72
5 6 5 6
111222
0 111222
0 9690
397 397 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
163 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.5 FS= 1.2
HIP: IV CONTENCION DE FALLA HG 1 (1 Cto.)HIP: III VIENTO MAXIMO A 45°
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 6
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 594 280 0 280 0
26 10 26 21
1 2 1 2
9690
969
2077
72 36
3 4 3 4
0
969 969 0
72 72
5 6 5 6
969 0 969 0
72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 0 280 0 280 0
26 21 26 21
1 2 1 2
HIP: IV CONTENCION DE FALLA HG 2 (1 Cto.) HIP: IV CONTENCION DE FALLA COND 3 (1 Cto.)
969 0 969 0
72 72
3 4 3 4
969
2077
9690
36 72
5 6 5 6
9690
969
2077
72 36
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
HIP: IV CONTENCION DE FALLA COND 5 (1 Cto.) HIP: IV CONTENCION DE FALLA COND 7 (1 Cto.)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 7
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 735 280 594 280 735 280 0
13 10 13 21
1 2 1 2
9690
9690
9690
969
2077
72 72 72 36
3 4 3 4
969 0 969 0 969 0 969 0
72 72 72 72
5 6 5 6
969 0 969 0 969 0 969 0
72 72 72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 735 280 0 280 735 280 0
13 21 13 21
1 2 1 2
HIP: IV CONTENCION DE FALLA HG 1 + HG 2 (2 Ctos.) HIP: IV CONTENCION DE FALLA HG 1 + COND 4 (2 Ctos.)
969 0 969 0 969 0 969 0
72 72 72 72
3 4 3 4
9690
969
2077
9690
9690
72 36 72 72
5 6 5 6
9690
9690
9690
969
2077
72 72 72 36
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
HIP: IV CONTENCION DE FALLA HG 1 + COND 6 (2 Ctos.) HIP: IV CONTENCION DE FALLA HG 1 + COND 8 (2 Ctos.)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 8
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 0 280 0 280 0
26 21 26 21
1 2 1 2
969
2077
969
2077
969
2077
9690
36 36 36 72
3 4 3 4
9690
9690
9690
969
2077
72 72 72 36
5 6 5 6
969 0 969 0 969 0 969 0
72 72 72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 0 280 0 280 0
26 21 26 21
1 2 1 2
HIP: IV CONTENCION DE FALLA COND 3 + COND 4 (2 Ctos.) HIP: IV CONTENCION DE FALLA COND 3 + COND 6 (2 Ctos.)
969
2077
9690
9690
9690
36 72 72 72
3 4 3 4
9690
9690
969
2077
969
2077
72 72 36 36
5 6 5 6
9690
969
2077
9690
9690
72 36 72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
HIP: IV CONTENCION DE FALLA COND 3 + COND 8 (2 Ctos.) HIP: IV CONTENCION DE FALLA COND 5 + COND 6 (2 Ctos.)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 9
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 0 280 0 280 0
26 21 26 21
1 2 1 2
969 0 969 0 969 0 969 0
72 72 72 72
3 4 3 4
969
2077
9690
9690
9690
36 72 72 72
5 6 5 6
9690
969
2077
969
2077
969
2077
72 36 36 36
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 735 280 0 280 0 280 0
13 21 26 21
1 2 1 2
HIP: IV CONTENCION DE FALLA COND 5 + COND 8 (2 Ctos.) HIP: IV CONTENCION DE FALLA COND 7 + COND 8 (2 Ctos.)
9690
9690
969
2077
9690
72 72 36 72
3 4 3 4
969 0 969 0 969 0 969 0
72 72 72 72
5 6 5 6
969 0 969 0 969 0 969 0
72 72 72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
HIP: IV CONTENCION DE FALLA HG 1 (2 Ctos.) HIP: IV CONTENCION DE FALLA COND 3 (2 Ctos.)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 10
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 0 280 0 280 0
26 21 26 21
1 2 1 2
969 0 969 0 969 0 969 0
72 72 72 72
3 4 3 4
969
2077
9690
9690
9690
36 72 72 72
5 6 5 6
9690
9690
969
2077
9690
72 72 36 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.2
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 188 280 118 787 514
3 2 9
1 2 1 2
HIP: IV CONTENCION DE FALLA COND 5 (2 Ctos.) HIP: IV CONTENCION DE FALLA COND 7 (2 Ctos.)
96941
8 96941
8 9690
7 7 72
3 4 3 4
96941
8 96941
8 9690
7 7 72
5 6 5 6
96941
8 96941
8 9690
7 7 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.2 FS= 1.7
HIP: V DESBALANCE LONGITUDINAL HIP: VI TENDIDO DE CABLES HG 1 (1 Cto)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 11
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 0
26 26
1 2 1 2
1946
1454
9690
25 72
3 4 3 4
969 0 969 0
72 72
5 6 5 6
9690
1946
1454
72 25
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.7 FS= 1.7
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
787 514 280 0 280 0 280 0
9 21 26 21
1 2 1 2
HIP: VI TENDIDO DE CABLES COND 3 (1 Cto) HIP: VI TENDIDO DE CABLES COND 7 (1 Cto)
9690
9690
1946
1454
9690
72 72 25 72
3 4 3 4
969 0 969 0 969 0 969 0
72 72 72 72
5 6 5 6
969 0 969 0 969 0 969 0
72 72 72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.7 FS= 1.7
HIP: VI TENDIDO DE CABLES HG 1 (2 Ctos) HIP: VI TENDIDO DE CABLES COND 3 (2 Ctos)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 12
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 0 810 0
26 21 26
1 2 1 2
969 0 969 0 969 0
72 72 72
3 4 3 4
969 0 969 0 969 0
72 72 72
5 6 5 6
1946
1454
9690
9690
25 72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.7 FS= 1.7
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
280 0 280 0
26 26
1 2 1 2
HIP: VI TENDIDO DE CABLES COND 7 (2 Ctos) HIP: VII MANTENIMIENTO HG 1 (1 Cto.)
2188 0 969 0
72 72
3 4 3 4
969 0 969 0
72 72
5 6 5 6
969 0 2188 0
72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.7 FS= 1.7
HIP: VII MANTENIMIENTO COND 3 (1 Cto.) HIP: VII MANTENIMIENTO COND 7 (1 Cto.)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 13
TORRE TIPO " TD1 " TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m USO : 2° / 400 / 600 m
810 0 280 0 280 0 280 0
26 21 26 21
1 2 1 2
969 0 969 0 2188 0 969 0
72 72 72 72
3 4 3 4
969 0 969 0 969 0 969 0
72 72 72 72
5 6 5 6
969 0 969 0 969 0 969 0
72 72 72 72
7 8 7 8
Las cargas no estan afectadas por Las cargas no estan afectadas por
su factor correspondiente su factor correspondiente
PRESION DE VIENTO EN TORRE PRESION DE VIENTO EN TORRE
0 Kg/m² 0 Kg/m²
CARGAS EN Kg CARGAS EN Kg
FS= 1.7 FS= 1.7
TORRE TIPO " TD1 "
USO : 2° / 400 / 600 m
280 0 280 0
26 21
1 2
HIP: VII MANTENIMIENTO HG 1 (2 Ctos.) HIP: VII MANTENIMIENTO COND 3 (2 Ctos.)
969 0 969 0
72 72
3 4
969 0 969 0
72 72
5 6
2188 0 969 0
72 72
7 8
Las cargas no estan afectadas por
su factor correspondiente
PRESION DE VIENTO EN TORRE
0 Kg/m²
CARGAS EN Kg
FS= 1.7
HIP: VII MANTENIMIENTO COND 7 (2 Ctos.)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 14
4.- VIENTO SOBRE LA ESTRUCTURA Viento longitudinal
Velocidad de referencia Vo=100 Km/H Presion = (Vo/3.6)²/16 = 48 kg/m²ct = fijo k = 1 (invariable con la altura)
Rugosidad: B Barras planas Fuerza: At = (Vo/3.6)²/16*St*Ct*K²
(m) (m) n (m²)
MONT 0.045 1.2 2 0.108CORD SUP 0.04 5.6 2 0.448CORD INF 0.055 5 2 0.550MONT 0.06 1.4 2 0.168
CORD SUP 0.06 4.1186 2 0.494CORD INF 0.06 3.8733 2 0.465DIAG 0.045 2.1 2 0.189
TRAV. SUP 0.05 1.5 1 0.075TRAV. INF 0.06 1.5 1 0.090
ARRIOST 0.04 6.9 2 0.552ARRIOST cond 0.04 4.4 2 0.352
∑ = 3.49 13.72 0.25 3.2 1 539 124
MONT 0.6 5.9 2 0.708CORD SUP 0.6 4.1186 2 0.494CORD INF 0.6 3.8733 2 0.465DIAG 0.045 6.3639 2 0.573DIAG 0.04 2.0518 2 0.164
TRAV. SUP 0.05 1.5 1 0.075TRAV. INF 0.06 1.5 1 0.090ARRIOST 0.04 4.4 2 0.352
∑ = 2.92 14.17 0.21 3.2 1 451 120
MONT 0.08 5.9 2 0.944CORD SUP 0.06 4.3038 2 0.516CORD INF 0.06 4.0697 2 0.488DIAG 0.045 6.3639 2 0.573DIAG 0.045 2.0518 2 0.185
TRAV. SUP 0.05 1.5 1 0.075TRAV. INF 0.06 1.5 1 0.090ARRIOST 0.04 4.4 2 0.352ARRIOST 0.04 0.8 2 0.064
∑ = 3.29 14.45 0.23 3.2 1 507 109
MONT 0.1 5.6178 2 1.124DIAG 0.045 5.463 2 0.492DIAG 0.04 2.6904 2 0.215
ARRIOST 0.04 6.6 2 0.528
∑ = 2.36 11.24 0.21 3.2 1 364 129
MONT 0.1 2.6294 2 0.526MONT 0.1 6.8816 2 1.376DIAG 0.045 4.5461 2 0.409DIAG 0.05 9.2443 2 0.924
ARRIOST 0.04 11.2 2 0.896TRAV 0.05 4.2857 1 0.214
∑ = 4.35 32.16 0.14 3.2 1 671 84
TRONCO SUP 2/2 MENSULA
TRONCO 1/2 INF
TRONCO 2/2 INF
k²At (kg)
Carga en c/u de 4 nudos
z (m)
TRONCO SUP 1/2 MENSULA
sector de torre
Grupo Ct
HG MENSULA
S bruta (m²)
Area neta St X (m²/m²)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 15
Viento longitudinal
Velocidad de referencia Vo=100 Km/H Presion = (Vo/3.6)²/16 = 48 kg/m²ct = fijo k = 1 (invariable con la altura)
Rugosidad: B Barras planas Fuerza: At = (Vo/3.6)²/16*St*Ct*K²
(m) (m) n (m²)
MONT 0.1 2.2693 2 0.454DIAG 0.055 3.1142 2 0.343DIAG 0.045 2.3 2 0.207DIAG 0.04 0.8 2 0.064TRAV. 0.045 4.7036 1 0.212ARRIOST 0.04 4.8 2 0.384
∑ = 1.66 13.69 0.12 3.2 1 257 32
MONT 0.1 5.2951 2 1.059DIAG 0.05 5.7787 2 0.578DIAG 0.05 3.044 2 0.304DIAG 0.045 2.3 2 0.207DIAG 0.04 1 2 0.080
ARRIOST 0.05 5.2607 1 0.263TRAV. 0.04 9.6 2 0.768
∑ = 3.26 29.06 0.11 3.2 1 503 63
MONT 0.1 8.0687 2 1.614DIAG 0.05 5.7787 2 0.578DIAG 0.055 9.1629 2 1.008DIAG 0.05 2.3 2 0.230DIAG 0.04 1.3 2 0.104
ARRIOST 0.05 5.7714 1 0.289TRAV. 0.04 14.4 2 1.152
∑ = 4.97 46.09 0.11 3.2 1 768 96
MONT 0.1 11.094 2 2.219DIAG 0.05 5.7787 2 0.578DIAG 0.055 15.93 2 1.752DIAG 0.045 2.3 2 0.207DIAG 0.04 1.5 2 0.120
ARRIOST 0.05 6.3286 1 0.316TRAV. 0.04 19.2 2 1.536
∑ = 6.73 64.8 0.1 3.2 1 1038 130
NIVEL +9
NIVEL +12
At (kg)
Carga en c/u de 4 nudos
NIVEL +3
NIVEL +6
X (m²/m²)
Ctz (m)
k²sector de torre
GrupoArea neta St
S bruta (m²)
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 16
Viento longitudinal
Velocidad de referencia Vo=100 Km/H Presion = (Vo/3.6)²/16 = 48 kg/m²ct = fijo k = 1 (invariable con la altura)
Rugosidad: B Barras planas Fuerza: At = (Vo/3.6)²/16*St*Ct*K²
(m) (m) n (m²)
MONT 0.1 2.01 2 0.402DIAG 0.06 3.07 2 0.3684
ARRIOST 0.035 2.51 2 0.1757
∑ = 0.946 4.29 0.22 3.2 1 146 37
MONT 0.1 9.039 2 1.8078DIAG 0.06 8.259 2 0.99108DIAG 0.06 1.362 2 0.16344
ARRIOST 0.035 19.375 2 1.35625ARRIOST 0.035 1.038 2 0.07266
∑ = 4.391 12.314 0.36 3.2 1 678 170
MONT 0.1 10.043 2 2.0086DIAG 0.06 8.259 2 0.99108DIAG 0.06 2.243 2 0.26916
ARRIOST 0.035 19.375 2 1.35625ARRIOST 0.035 2.2 2 0.154
∑ = 4.779 12.73 0.38 3.2 1 738 185
MONT 0.1 10.043 2 2.0086DIAG 0.06 8.259 2 0.99108DIAG 0.06 3.199 2 0.38388
ARRIOST 0.035 19.375 2 1.35625ARRIOST 0.035 4.169 2 0.29183
∑ = 5.032 13.146 0.38 3.2 1 821 205
EXT +5
EXT +6
k²At (kg)
Carga en c/u de 4 nudos
EXT -3
sector de torre
GrupoArea neta St
S bruta (m²)
X (m²/m²)
Ctz (m)
EXT +4
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 17
Viento transversal
Velocidad de referencia Vo=100 Km/H Presion = (Vo/3.6)²/16 = 48 kg/m²ct = fijo k = 1 (invariable con la altura)
Rugosidad: B Barras planas Fuerza: At = (Vo/3.6)²/16*St*Ct*K²
(m) (m) n (m²)
TRAV 0.04 1.5 1 0.060MONT 0.045 1.2 2 0.108MONT 0.06 1.4 2 0.168
CORD INF 0.06 1.6 2 0.192TRAV. SUP 0.04 1.5 1 0.060DIAG 0.04 2.052 2 0.164
TRAV SUP 0.04 1.5 1 0.060TRAV. INF 0.04 1.5 1 0.060CORD SUP 0.06 1.3 2 0.156ARRIOST 0.04 6 1 0.240
∑ = 1.27 3.15 0.4 3.2 1 196 58
MONT 0.06 5.9 2 0.708DIAG 0.045 6.364 2 0.573DIAG 0.04 2.052 2 0.164
TRAV SUP 0.04 1.5 1 0.060TRAV INF 0.04 1.5 1 0.060CORD SUP 0.06 1.3 2 0.156
∑ = 1.72 8.85 0.19 3.2 1 266 71
MONT 0.08 5.9 2 0.944DIAG 0.045 6.364 2 0.573DIAG 0.04 2.052 2 0.164
TRAV SUP 0.04 1.5 1 0.060TRAV INF 0.05 1.5 1 0.075CORD SUP 0.06 1.3 2 0.156
∑ = 1.97 8.85 0.22 3.2 1 304 84
MONT 0.1 5.618 2 1.124DIAG 0.045 5.463 2 0.492DIAG 0.04 2.69 2 0.215
ARRIOST 0.04 6.6 2 0.528
∑ = 2.36 11.24 0.21 3.2 1 364 129
MONT 0.1 2.629 2 0.526MONT 0.1 6.882 2 1.376DIAG 0.045 4.546 2 0.409DIAG 0.05 9.244 2 0.924
ARRIOST 0.04 11.2 2 0.896TRAV 0.055 4.286 1 0.236
∑ = 4.37 32.16 0.14 3.2 1 674 84
Carga en c/u de 4 nudos
HG MENSULA
TRONCO SUP 1/2 MENSULA
Ctz (m)
k²At (kg)
GrupoArea neta St
S bruta (m²)
X (m²/m²)
sector de torre
TRONCO 1/2 INF
TRONCO 2/2 INF
TRONCO SUP 2/2 MENSULA
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 18
Viento transversal
Velocidad de referencia Vo=100 Km/H Presion = (Vo/3.6)²/16 = 48 kg/m²ct = fijo k = 1 (invariable con la altura)
Rugosidad: B Barras planas Fuerza: At = (Vo/3.6)²/16*St*Ct*K²
(m) (m) n (m²)
MONT 0.1 2.2693 2 0.454DIAG 0.055 3.1142 2 0.343DIAG 0.045 2.3 2 0.207DIAG 0.04 0.8 2 0.064TRAV. 0.045 4.7036 1 0.212ARRIOST 0.04 4.8 2 0.384
∑ = 1.66 13.69 0.12 3.2 1 257 32
MONT 0.1 5.2951 2 1.059DIAG 0.05 5.7787 2 0.578DIAG 0.05 3.044 2 0.304DIAG 0.045 2.3 2 0.207DIAG 0.04 1 2 0.080
ARRIOST 0.05 5.2607 1 0.263TRAV. 0.04 9.6 2 0.768
∑ = 3.26 29.06 0.11 3.2 1 503 63
MONT 0.1 8.0687 2 1.614DIAG 0.05 5.7787 2 0.578DIAG 0.055 9.1629 2 1.008DIAG 0.05 2.3 2 0.230DIAG 0.04 1.3 2 0.104
ARRIOST 0.05 5.7714 1 0.289TRAV. 0.04 14.4 2 1.152
∑ = 4.97 46.09 0.11 3.2 1 768 96
MONT 0.1 11.094 2 2.219DIAG 0.05 5.7787 2 0.578DIAG 0.055 15.93 2 1.752DIAG 0.045 2.3 2 0.207DIAG 0.04 1.5 2 0.120
ARRIOST 0.05 6.3286 1 0.316TRAV. 0.04 19.2 2 1.536
∑ = 6.73 64.8 0.1 3.2 1 1038 130
z (m)
k²At (kg)
Carga en c/u de 4 nudos
Area neta StS bruta (m²)
X (m²/m²)
Ctsector de torre
Grupo
NIVEL +3
NIVEL +6
NIVEL +9
NIVEL +12
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 19
Viento transversal
Velocidad de referencia Vo=100 Km/H Presion = (Vo/3.6)²/16 = 48 kg/m²ct = fijo k = 1 (invariable con la altura)
Rugosidad: B Barras planas Fuerza: At = (Vo/3.6)²/16*St*Ct*K²
(m) (m) n (m²)
MONT 0.1 2.01 2 0.402DIAG 0.06 3.07 2 0.3684
ARRIOST 0.035 2.51 2 0.1757
∑ = 0.946 4.29 0.22 3.2 1 146 37
MONT 0.1 9.039 2 1.8078DIAG 0.06 8.259 2 0.99108DIAG 0.06 1.362 2 0.16344
ARRIOST 0.035 19.375 2 1.35625ARRIOST 0.035 1.038 2 0.07266
∑ = 4.391 12.314 0.36 3.2 1 678 170
MONT 0.1 10.043 2 2.0086DIAG 0.06 8.259 2 0.99108DIAG 0.06 2.243 2 0.26916
ARRIOST 0.035 19.375 2 1.35625ARRIOST 0.035 2.2 2 0.154
∑ = 4.779 12.73 0.38 3.2 1 738 185
MONT 0.1 10.043 2 2.0086DIAG 0.06 8.259 2 0.99108DIAG 0.06 3.199 2 0.38388
ARRIOST 0.035 19.375 2 1.35625ARRIOST 0.035 4.169 2 0.29183
∑ = 5.032 13.146 0.38 3.2 1 821 205
z (m)
k²At (kg)
Carga en c/u de 4 nudos
Area neta StS bruta (m²)
X (m²/m²)
Ctsector de torre
Grupo
EXT -3
EXT +4
EXT +5
EXT +6
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 20
5.- OUTPUT ******************************************************************************* * * * TOWER - Analysis and Design - Copyright Power Line Systems, Inc. 1986-2006 * * * ******************************************************************************* Project Name : Project Notes: Project File : d:\My Documents\TD1_DEFINITIVO\REVISION C\CERRAMIENTO +12\EXTENSIONES\td1126.tow.tow Date run : 10:08:15 AM Friday, February 15, 2008 by : Tower Version 9.00 Licensed to : Techint Member check option: ASCE 10 Connection rupture check: Not Checked Crossing diagonal check: Fixed Joints Geometry: Joint Symmetry X Coord. Y Coord. Z Coord. X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot. Label Code (m) (m) (m) Rest. Rest. Rest. Rest. Rest. Rest. ---------------------------------------------------------------------------------------------- 1P Y-Symmetry 0.75 0 14.2 Free Free Free Free Free Free 2P XY-Symmetry 0.75 0.75 13.2 Free Free Free Free Free Free 3P XY-Symmetry 0.75 0.75 0 Free Free Free Free Free Free 4P XY-Symmetry 2.143 2.143 -15 Free Free Free Free Free Free 5P X-Symmetry 0 5.55 14.85 Free Free Free Free Free Free 6P X-Symmetry 0 4.55 11.8 Free Free Free Free Free Free 7P X-Symmetry 0 4.55 5.9 Free Free Free Free Free Free 8P X-Symmetry 0 4.75 0 Free Free Free Free Free Free 9P None 4 3.168 -35 Free Free Free Free Free Free 10P None 3.168 4 -35 Free Free Free Free Free Free 9AP None -4 3.168 -35 Free Free Free Free Free Free 10AP None -3.168 4 -35 Free Free Free Free Free Free 9BP None -4 -3.168 -35 Free Free Free Free Free Free 10BP None -3.168 -4 -35 Free Free Free Free Free Free 9CP None 4 -3.168 -35 Free Free Free Free Free Free 10CP None 3.168 -4 -35 Free Free Free Free Free Free 1Y Y-Gen -0.75 0 14.2 Free Free Free Free Free Free 2X X-GenXY 0.75 -0.75 13.2 Free Free Free Free Free Free 2XY XY-GenXY -0.75 -0.75 13.2 Free Free Free Free Free Free 2Y Y-GenXY -0.75 0.75 13.2 Free Free Free Free Free Free 3X X-GenXY 0.75 -0.75 0 Free Free Free Free Free Free 3XY XY-GenXY -0.75 -0.75 0 Free Free Free Free Free Free 3Y Y-GenXY -0.75 0.75 0 Free Free Free Free Free Free 4X X-GenXY 2.143 -2.143 -15 Free Free Free Free Free Free 4XY XY-GenXY -2.143 -2.143 -15 Free Free Free Free Free Free 4Y Y-GenXY -2.143 2.143 -15 Free Free Free Free Free Free 5X X-Gen 0 -5.55 14.85 Free Free Free Free Free Free 6X X-Gen 0 -4.55 11.8 Free Free Free Free Free Free 7X X-Gen 0 -4.55 5.9 Free Free Free Free Free Free 8X X-Gen 0 -4.75 0 Free Free Free Free Free Free Secondary Joints: Joint Symmetry Origin End Fraction Elevation X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot. Label Code Joint Joint Rest. Rest. Rest. Rest. Rest. Rest. (m) --------------------------------------------------------------------------------------------------- 21S XY-Symmetry 2P 3P 0 11.8 Free Free Free Free Free Free 21AS Y-Symmetry 21S 21X 0.5 0 Free Free Free Free Free Free 22S XY-Symmetry 2P 3P 0 10.3 Free Free Free Free Free Free 23S XY-Symmetry 2P 3P 0 8.8 Free Free Free Free Free Free 24S XY-Symmetry 2P 3P 0 7.3 Free Free Free Free Free Free 25S XY-Symmetry 2P 3P 0 5.9 Free Free Free Free Free Free 25AS Y-Symmetry 25S 25X 0.5 0 Free Free Free Free Free Free 3AS Y-Symmetry 3P 3X 0.5 0 Free Free Free Free Free Free 26S XY-Symmetry 2P 3P 0 4.4 Free Free Free Free Free Free 27S XY-Symmetry 2P 3P 0 2.9 Free Free Free Free Free Free 28S XY-Symmetry 2P 3P 0 1.4 Free Free Free Free Free Free 29S XY-Symmetry 3P 4P 0 -1.543 Free Free Free Free Free Free 30S XY-Symmetry 3P 4P 0 -3.381 Free Free Free Free Free Free 31S XY-Symmetry 3P 4P 0 -5.57 Free Free Free Free Free Free 32S XY-Symmetry 3P 4P 0 -8.177 Free Free Free Free Free Free 33S XY-Symmetry 3P 4P 0 -11.28 Free Free Free Free Free Free 34S XY-Symmetry 2P 3P 0 12.5 Free Free Free Free Free Free 35S XY-Symmetry 2P 3P 0 11.05 Free Free Free Free Free Free 36S XY-Symmetry 2P 3P 0 9.55 Free Free Free Free Free Free 37S XY-Symmetry 2P 3P 0 8.05 Free Free Free Free Free Free 38S XY-Symmetry 2P 3P 0 6.6 Free Free Free Free Free Free 39S XY-Symmetry 2P 3P 0 5.15 Free Free Free Free Free Free 40S XY-Symmetry 2P 3P 0 3.65 Free Free Free Free Free Free 41S XY-Symmetry 2P 3P 0 2.15 Free Free Free Free Free Free 42S XY-Symmetry 2P 3P 0 0.7 Free Free Free Free Free Free 43S X-Symmetry 2P 2Y 0.5 0 Free Free Free Free Free Free 44S X-Symmetry 21S 21Y 0.5 0 Free Free Free Free Free Free 45S X-Symmetry 24S 24Y 0.5 0 Free Free Free Free Free Free 46S X-Symmetry 25S 25Y 0.5 0 Free Free Free Free Free Free 47S X-Symmetry 28S 28Y 0.5 0 Free Free Free Free Free Free 48S X-Symmetry 3P 3Y 0.5 0 Free Free Free Free Free Free 52S XY-Symmetry 3P 4P 0 -26 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 XY-Symmetry 52S 53S 0.4 0 Free Free Free Free Free Free 56S XY-Symmetry 52S 54S 0.4 0 Free Free Free Free Free Free 57S XY-Symmetry 55S 54S 0.29 0 Free Free Free Free Free Free 58S XY-Symmetry 55S 54S 0.6 0 Free Free Free Free Free Free
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 21
59S XY-Symmetry 53S 56S 0.4 0 Free Free Free Free Free Free 60S XY-Symmetry 3P 4P 0 -27 Free Free Free Free Free Free 61S XY-Symmetry 60S 60X 0.33 0 Free Free Free Free Free Free 61AS None 61S 9P 0.1667 0 Free Free Free Free Free Free 61BS None 61S 9P 0.3333 0 Free Free Free Free Free Free 61CS None 61S 9P 0.5 0 Free Free Free Free Free Free 61DS None 61S 9P 0.6667 0 Free Free Free Free Free Free 61ES None 61S 9P 0.8333 0 Free Free Free Free Free Free 61A1S None 61Y 9AP 0.1667 0 Free Free Free Free Free Free 61B1S None 61Y 9AP 0.3333 0 Free Free Free Free Free Free 61C1S None 61Y 9AP 0.5 0 Free Free Free Free Free Free 61D1S None 61Y 9AP 0.6667 0 Free Free Free Free Free Free 61E1S None 61Y 9AP 0.8333 0 Free Free Free Free Free Free 61A2S None 61XY 9BP 0.1667 0 Free Free Free Free Free Free 61B2S None 61XY 9BP 0.3333 0 Free Free Free Free Free Free 61C2S None 61XY 9BP 0.5 0 Free Free Free Free Free Free 61D2S None 61XY 9BP 0.6667 0 Free Free Free Free Free Free 61E2S None 61XY 9BP 0.8333 0 Free Free Free Free Free Free 61A3S None 61X 9CP 0.1667 0 Free Free Free Free Free Free 61B3S None 61X 9CP 0.3333 0 Free Free Free Free Free Free 61C3S None 61X 9CP 0.5 0 Free Free Free Free Free Free 61D3S None 61X 9CP 0.6667 0 Free Free Free Free Free Free 61E3S None 61X 9CP 0.8333 0 Free Free Free Free Free Free 62S XY-Symmetry 60S 60Y 0.33 0 Free Free Free Free Free Free 62AS None 62S 10P 0.1667 0 Free Free Free Free Free Free 62BS None 62S 10P 0.3333 0 Free Free Free Free Free Free 62CS None 62S 10P 0.5 0 Free Free Free Free Free Free 62DS None 62S 10P 0.6667 0 Free Free Free Free Free Free 62ES None 62S 10P 0.8333 0 Free Free Free Free Free Free 62A1S None 62Y 10AP 0.1667 0 Free Free Free Free Free Free 62B1S None 62Y 10AP 0.3333 0 Free Free Free Free Free Free 62C1S None 62Y 10AP 0.5 0 Free Free Free Free Free Free 62D1S None 62Y 10AP 0.6667 0 Free Free Free Free Free Free 62E1S None 62Y 10AP 0.8333 0 Free Free Free Free Free Free 62A2S None 62XY 10BP 0.1667 0 Free Free Free Free Free Free 62B2S None 62XY 10BP 0.3333 0 Free Free Free Free Free Free 62C2S None 62XY 10BP 0.5 0 Free Free Free Free Free Free 62D2S None 62XY 10BP 0.6667 0 Free Free Free Free Free Free 62E2S None 62XY 10BP 0.8333 0 Free Free Free Free Free Free 62A3S None 62X 10CP 0.1667 0 Free Free Free Free Free Free 62B3S None 62X 10CP 0.3333 0 Free Free Free Free Free Free 62C3S None 62X 10CP 0.5 0 Free Free Free Free Free Free 62D3S None 62X 10CP 0.6667 0 Free Free Free Free Free Free 62E3S None 62X 10CP 0.8333 0 Free Free Free Free Free Free 63S None 3P 4P 0 -38 Fixed Fixed Fixed Fixed Fixed Fixed 63AS None 3P 4P 0 -35 Free Free Free Free Free Free 63BS None 63AS 60S 0.1667 0 Free Free Free Free Free Free 63CS None 63AS 60S 0.3333 0 Free Free Free Free Free Free 63DS None 63AS 60S 0.5 0 Free Free Free Free Free Free 63ES None 63AS 60S 0.6667 0 Free Free Free Free Free Free 63FS None 63AS 60S 0.8333 0 Free Free Free Free Free Free 64S None 3Y 4Y 0 -38 Fixed Fixed Fixed Fixed Fixed Fixed 64AS None 3Y 4Y 0 -35 Free Free Free Free Free Free 64BS None 64AS 60Y 0.1667 0 Free Free Free Free Free Free 64CS None 64AS 60Y 0.3333 0 Free Free Free Free Free Free 64DS None 64AS 60Y 0.5 0 Free Free Free Free Free Free 64ES None 64AS 60Y 0.6667 0 Free Free Free Free Free Free 64FS None 64AS 60Y 0.8333 0 Free Free Free Free Free Free 65S None 3XY 4XY 0 -38 Fixed Fixed Fixed Fixed Fixed Fixed 65AS None 3XY 4XY 0 -35 Free Free Free Free Free Free 65BS None 65AS 60XY 0.1667 0 Free Free Free Free Free Free 65CS None 65AS 60XY 0.3333 0 Free Free Free Free Free Free 65DS None 65AS 60XY 0.5 0 Free Free Free Free Free Free 65ES None 65AS 60XY 0.6667 0 Free Free Free Free Free Free 65FS None 65AS 60XY 0.8333 0 Free Free Free Free Free Free 66S None 3X 4X 0 -38 Fixed Fixed Fixed Fixed Fixed Fixed 66AS None 3X 4X 0 -35 Free Free Free Free Free Free 66BS None 66AS 60X 0.1667 0 Free Free Free Free Free Free 66CS None 66AS 60X 0.3333 0 Free Free Free Free Free Free 66DS None 66AS 60X 0.5 0 Free Free Free Free Free Free 66ES None 66AS 60X 0.6667 0 Free Free Free Free Free Free 66FS None 66AS 60X 0.8333 0 Free Free Free Free Free Free 67S XY-Symmetry 3P 4P 0 -24.55 Free Free Free Free Free Free 68S XY-Symmetry 3P 4P 0 -21.48 Free Free Free Free Free Free 69S XY-Symmetry 3P 4P 0 -18.47 Free Free Free Free Free Free 21X X-GenXY 2P 3P 0 11.8 Free Free Free Free Free Free 21XY XY-GenXY 2P 3P 0 11.8 Free Free Free Free Free Free 21Y Y-GenXY 2P 3P 0 11.8 Free Free Free Free Free Free 21AY Y-Gen 21S 21X 0.5 0 Free Free Free Free Free Free 22X X-GenXY 2P 3P 0 10.3 Free Free Free Free Free Free 22XY XY-GenXY 2P 3P 0 10.3 Free Free Free Free Free Free 22Y Y-GenXY 2P 3P 0 10.3 Free Free Free Free Free Free 23X X-GenXY 2P 3P 0 8.8 Free Free Free Free Free Free 23XY XY-GenXY 2P 3P 0 8.8 Free Free Free Free Free Free 23Y Y-GenXY 2P 3P 0 8.8 Free Free Free Free Free Free 24X X-GenXY 2P 3P 0 7.3 Free Free Free Free Free Free 24XY XY-GenXY 2P 3P 0 7.3 Free Free Free Free Free Free 24Y Y-GenXY 2P 3P 0 7.3 Free Free Free Free Free Free 25X X-GenXY 2P 3P 0 5.9 Free Free Free Free Free Free 25XY XY-GenXY 2P 3P 0 5.9 Free Free Free Free Free Free 25Y Y-GenXY 2P 3P 0 5.9 Free Free Free Free Free Free 25AY Y-Gen 25S 25X 0.5 0 Free Free Free Free Free Free 3AY Y-Gen 3P 3X 0.5 0 Free Free Free Free Free Free 26X X-GenXY 2P 3P 0 4.4 Free Free Free Free Free Free 26XY XY-GenXY 2P 3P 0 4.4 Free Free Free Free Free Free 26Y Y-GenXY 2P 3P 0 4.4 Free Free Free Free Free Free 27X X-GenXY 2P 3P 0 2.9 Free Free Free Free Free Free 27XY XY-GenXY 2P 3P 0 2.9 Free Free Free Free Free Free 27Y Y-GenXY 2P 3P 0 2.9 Free Free Free Free Free Free 28X X-GenXY 2P 3P 0 1.4 Free Free Free Free Free Free 28XY XY-GenXY 2P 3P 0 1.4 Free Free Free Free Free Free 28Y Y-GenXY 2P 3P 0 1.4 Free Free Free Free Free Free 29X X-GenXY 3P 4P 0 -1.543 Free Free Free Free Free Free 29XY XY-GenXY 3P 4P 0 -1.543 Free Free Free Free Free Free
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 22
29Y Y-GenXY 3P 4P 0 -1.543 Free Free Free Free Free Free 30X X-GenXY 3P 4P 0 -3.381 Free Free Free Free Free Free 30XY XY-GenXY 3P 4P 0 -3.381 Free Free Free Free Free Free 30Y Y-GenXY 3P 4P 0 -3.381 Free Free Free Free Free Free 31X X-GenXY 3P 4P 0 -5.57 Free Free Free Free Free Free 31XY XY-GenXY 3P 4P 0 -5.57 Free Free Free Free Free Free 31Y Y-GenXY 3P 4P 0 -5.57 Free Free Free Free Free Free 32X X-GenXY 3P 4P 0 -8.177 Free Free Free Free Free Free 32XY XY-GenXY 3P 4P 0 -8.177 Free Free Free Free Free Free 32Y Y-GenXY 3P 4P 0 -8.177 Free Free Free Free Free Free 33X X-GenXY 3P 4P 0 -11.28 Free Free Free Free Free Free 33XY XY-GenXY 3P 4P 0 -11.28 Free Free Free Free Free Free 33Y Y-GenXY 3P 4P 0 -11.28 Free Free Free Free Free Free 34X X-GenXY 2P 3P 0 12.5 Free Free Free Free Free Free 34XY XY-GenXY 2P 3P 0 12.5 Free Free Free Free Free Free 34Y Y-GenXY 2P 3P 0 12.5 Free Free Free Free Free Free 35X X-GenXY 2P 3P 0 11.05 Free Free Free Free Free Free 35XY XY-GenXY 2P 3P 0 11.05 Free Free Free Free Free Free 35Y Y-GenXY 2P 3P 0 11.05 Free Free Free Free Free Free 36X X-GenXY 2P 3P 0 9.55 Free Free Free Free Free Free 36XY XY-GenXY 2P 3P 0 9.55 Free Free Free Free Free Free 36Y Y-GenXY 2P 3P 0 9.55 Free Free Free Free Free Free 37X X-GenXY 2P 3P 0 8.05 Free Free Free Free Free Free 37XY XY-GenXY 2P 3P 0 8.05 Free Free Free Free Free Free 37Y Y-GenXY 2P 3P 0 8.05 Free Free Free Free Free Free 38X X-GenXY 2P 3P 0 6.6 Free Free Free Free Free Free 38XY XY-GenXY 2P 3P 0 6.6 Free Free Free Free Free Free 38Y Y-GenXY 2P 3P 0 6.6 Free Free Free Free Free Free 39X X-GenXY 2P 3P 0 5.15 Free Free Free Free Free Free 39XY XY-GenXY 2P 3P 0 5.15 Free Free Free Free Free Free 39Y Y-GenXY 2P 3P 0 5.15 Free Free Free Free Free Free 40X X-GenXY 2P 3P 0 3.65 Free Free Free Free Free Free 40XY XY-GenXY 2P 3P 0 3.65 Free Free Free Free Free Free 40Y Y-GenXY 2P 3P 0 3.65 Free Free Free Free Free Free 41X X-GenXY 2P 3P 0 2.15 Free Free Free Free Free Free 41XY XY-GenXY 2P 3P 0 2.15 Free Free Free Free Free Free 41Y Y-GenXY 2P 3P 0 2.15 Free Free Free Free Free Free 42X X-GenXY 2P 3P 0 0.7 Free Free Free Free Free Free 42XY XY-GenXY 2P 3P 0 0.7 Free Free Free Free Free Free 42Y Y-GenXY 2P 3P 0 0.7 Free Free Free Free Free Free 43X X-Gen 2P 2Y 0.5 0 Free Free Free Free Free Free 44X X-Gen 21S 21Y 0.5 0 Free Free Free Free Free Free 45X X-Gen 24S 24Y 0.5 0 Free Free Free Free Free Free 46X X-Gen 25S 25Y 0.5 0 Free Free Free Free Free Free 47X X-Gen 28S 28Y 0.5 0 Free Free Free Free Free Free 48X X-Gen 3P 3Y 0.5 0 Free Free Free Free Free Free 52X X-GenXY 3P 4P 0 -26 Free Free Free Free Free Free 52XY XY-GenXY 3P 4P 0 -26 Free Free Free Free Free Free 52Y Y-GenXY 3P 4P 0 -26 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 55X X-GenXY 52S 53S 0.4 0 Free Free Free Free Free Free 55XY XY-GenXY 52S 53S 0.4 0 Free Free Free Free Free Free 55Y Y-GenXY 52S 53S 0.4 0 Free Free Free Free Free Free 56X X-GenXY 52S 54S 0.4 0 Free Free Free Free Free Free 56XY XY-GenXY 52S 54S 0.4 0 Free Free Free Free Free Free 56Y Y-GenXY 52S 54S 0.4 0 Free Free Free Free Free Free 57X X-GenXY 55S 54S 0.29 0 Free Free Free Free Free Free 57XY XY-GenXY 55S 54S 0.29 0 Free Free Free Free Free Free 57Y Y-GenXY 55S 54S 0.29 0 Free Free Free Free Free Free 58X X-GenXY 55S 54S 0.6 0 Free Free Free Free Free Free 58XY XY-GenXY 55S 54S 0.6 0 Free Free Free Free Free Free 58Y Y-GenXY 55S 54S 0.6 0 Free Free Free Free Free Free 59X X-GenXY 53S 56S 0.4 0 Free Free Free Free Free Free 59XY XY-GenXY 53S 56S 0.4 0 Free Free Free Free Free Free 59Y Y-GenXY 53S 56S 0.4 0 Free Free Free Free Free Free 60X X-GenXY 3P 4P 0 -27 Free Free Free Free Free Free 60XY XY-GenXY 3P 4P 0 -27 Free Free Free Free Free Free 60Y Y-GenXY 3P 4P 0 -27 Free Free Free Free Free Free 61X X-GenXY 60S 60X 0.33 0 Free Free Free Free Free Free 61XY XY-GenXY 60S 60X 0.33 0 Free Free Free Free Free Free 61Y Y-GenXY 60S 60X 0.33 0 Free Free Free Free Free Free 62X X-GenXY 60S 60Y 0.33 0 Free Free Free Free Free Free 62XY XY-GenXY 60S 60Y 0.33 0 Free Free Free Free Free Free 62Y Y-GenXY 60S 60Y 0.33 0 Free Free Free Free Free Free 67X X-GenXY 3P 4P 0 -24.55 Free Free Free Free Free Free 67XY XY-GenXY 3P 4P 0 -24.55 Free Free Free Free Free Free 67Y Y-GenXY 3P 4P 0 -24.55 Free Free Free Free Free Free 68X X-GenXY 3P 4P 0 -21.48 Free Free Free Free Free Free 68XY XY-GenXY 3P 4P 0 -21.48 Free Free Free Free Free Free 68Y Y-GenXY 3P 4P 0 -21.48 Free Free Free Free Free Free 69X X-GenXY 3P 4P 0 -18.47 Free Free Free Free Free Free 69XY XY-GenXY 3P 4P 0 -18.47 Free Free Free Free Free Free 69Y Y-GenXY 3P 4P 0 -18.47 Free Free Free Free Free Free Steel Material Properties: Steel Modulus Yield Ultimate Member Member Member Member Member Member Material of Stress Stress All. Stress All. Stress Rupture Rupture Bearing Bearing Label Elasticity Fy Fu Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) -------------------------------------------------------------------------------------------- A-36 1.999e+005 248 399 0 0 0 0 0 0 A572-50 1.999e+005 345 448 0 0 0 0 0 0 Bolt Properties: Bolt Bolt Hole Ultimate Default Default Shear Shear Label Diameter Diameter Shear End Bolt Capacity Capacity Capacity Distance Spacing Hyp. 1 Hyp. 2 (cm) (cm) (kN) (cm) (cm) (kN) (kN) -------------------------------------------------------------------- 12 1.27 1.4 40 0 0 0 0 16 1.587 1.748 62 0 0 0 0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 23
Number Bolts Used By Type: Bolt Number Type Bolts ------------ 12 738 16 680 Angle Groups: Group Group Angle Angle Material Element Group Optimize Allow. Add. Label Description Type Size Type Type Type Group Angle Width For Optimize (cm) ------------------------------------------------------------------------------------------------------------ M-1 MONTANTE ALIM 60X60X6 A572-50 Beam Leg None 0.000 M-2 MONTANTE ALIM 60X60X6 A572-50 Beam Leg None 0.000 M-2A MONTANTE ALIM 60X60X6 A572-50 Beam Leg None 0.000 M-2B MONTANTE ALIM 60X60X6 A572-50 Beam Leg None 0.000 M-2C MONTANTE ALIM 60X60X6 A572-50 Beam Leg None 0.000 M-2D MONTANTE ALIM 60X60X6 A572-50 Beam Leg None 0.000 M-2E MONTANTE ALIM 60X60X6 A572-50 Beam Leg None 0.000 M-3 MONTANTE ALIM 60X60X6 A572-50 Beam Leg None 0.000 M-4 MONTANTE ALIM 80X80X6 A572-50 Beam Leg None 0.000 M-4A MONTANTE ALIM 80X80X6 A572-50 Beam Leg None 0.000 M-4B MONTANTE ALIM 80X80X6 A572-50 Beam Leg None 0.000 M-4C MONTANTE ALIM 80X80X6 A572-50 Beam Leg None 0.000 M-4D MONTANTE ALIM 80X80X6 A572-50 Beam Leg None 0.000 M-4E MONTANTE ALIM 80X80X6 A572-50 Beam Leg None 0.000 M-5 MONTANTE ALIM 80X80X6 A572-50 Beam Leg None 0.000 M-6 MONTANTE ALIM 100X100X6 A572-50 Beam Leg None 0.000 M-7 MONTANTE ALIM 100X100X6 A572-50 Beam Leg None 0.000 M-7A MONTANTE ALIM 100X100X6 A572-50 Beam Leg None 0.000 M-8 MONTANTE ALIM 100X100X7 A572-50 Beam Leg None 0.000 M-8A MONTANTE ALIM 100X100X7 A572-50 Beam Leg None 0.000 M-8B MONTANTE ALIM 100X100X7 A572-50 Beam Leg None 0.000 D-A1 HORIZONTAL ALIM 40X40X4 A572-50 Truss Other None 0.000 D-A DIAGONAL ALIM 45X45X4 A572-50 Truss Other None 0.000 D-1 DIAGONAL ALIM 45X45X4H A572-50 Truss Other None 0.000 D-2 DIAGONAL ALIM 40X40X4H A572-50 Truss Other None 0.000 D-2A DIAGONAL ALIM 40X40X4H A572-50 Truss Other None 0.000 D-2B DIAGONAL ALIM 40X40X4H A572-50 Truss Other None 0.000 D-3 DIAGONAL ALIM 40X40X4H A572-50 Truss Other None 0.000 D-4 DIAGONAL ALIM 45X45X4H A572-50 Truss Other None 0.000 D-4A DIAGONAL ALIM 45X45X4H A572-50 Truss Other None 0.000 D-4B DIAGONAL ALIM 45X45X4H A572-50 Truss Other None 0.000 D-5 DIAGONAL ALIM 45X45X4H A572-50 Truss Other None 0.000 D-6 DIAGONAL ALIM 45X45X4H A572-50 Truss Other None 0.000 D-7 DIAGONAL ALIM 45X45X4 A572-50 Truss Other None 0.000 D-8 DIAGONAL ALIM 45X45X4H A572-50 Truss Other None 0.000 D-9 DIAGONAL ALIM 45X45X4H A572-50 Truss Other None 0.000 D-10 DIAGONAL ALIM 50X50X4 A-36 Truss Other None 0.000 D-11 DIAGONAL ALIM 50X50X4 A-36 Truss Other None 0.000 L-1 DIAGONAL LONG. ALIM 40X40X4 A-36 Truss Other None 0.000 L-2 DIAGONAL LONG. ALIM 45X45X4H A572-50 Truss Other None 0.000 L-2A DIAGONAL LONG. ALIM 45X45X4H A572-50 Truss Other None 0.000 L-2B DIAGONAL LONG. ALIM 45X45X4H A572-50 Truss Other None 0.000 L-2C DIAGONAL LONG. ALIM 45X45X4H A572-50 Truss Other None 0.000 L-3 DIAGONAL LONG. ALIM 40X40X4H A572-50 Truss Other None 0.000 L-4 DIAGONAL LONG. ALIM 45X45X4H A572-50 Truss Other None 0.000 L-4A DIAGONAL LONG. ALIM 45X45X4H A572-50 Truss Other None 0.000 L-4B DIAGONAL LONG. ALIM 45X45X4H A572-50 Truss Other None 0.000 L-4C DIAGONAL LONG. ALIM 45X45X4H A572-50 Truss Other None 0.000 L-5 DIAGONAL LONG. ALIM 40X40X4H A572-50 Truss Other None 0.000 H.G.-1 CRUCETA ALIM 40X40X4H A572-50 Beam Other None 0.000 H.G.-2 CRUCETA ALIM 60X60X4 A572-50 Beam Other None 0.000 C.S.-1 CRUCETA ALIM 60X60X4 A572-50 Beam Other None 0.000 C.S.-2 CRUCETA ALIM 60X60X6 A572-50 Beam Other None 0.000 C.INT.-1 CRUCETA ALIM 60X60X4 A572-50 Beam Other None 0.000 C.INT.-2 CRUCETA ALIM 60X60X6 A572-50 Beam Other None 0.000 C.INF.-1 CRUCETA ALIM 60X60X4 A572-50 Beam Other None 0.000 C.INF.-2 CRUCETA ALIM 60X60X6 A572-50 Beam Other None 0.000 H-1 MARCO ALIM L 50X50X4H A572-50 Beam Other None 0.000 H-2 MARCO ALIM L 50X50X4 A572-50 Beam Other None 0.000 H-3 MARCO ALIM L 60X60X4 A572-50 Beam Other None 0.000 H-4 MARCO ALIM L 50X50X4 A572-50 Beam Other None 0.000 DH-1 MARCO ALIM L 40X40X4 A572-50 Truss Other None 0.000 H-5 MARCO ALIM L 50X50X4 A572-50 Beam Other None 0.000 H-6 MARCO ALIM L 40X40X4 A-36 Beam Other None 0.000 H-7 MARCO ALIM L 60X60X4 A572-50 Beam Other None 0.000 H-8 MARCO ALIM L 50X50X4 A572-50 Beam Other None 0.000 DH-2 MARCO ALIM L 40X40X4 A572-50 Truss Other None 0.000 H-9 MARCO ALIM L 50X50X4 A572-50 Beam Other None 0.000 H-10 MARCO ALIM L 40X40X4 A-36 Beam Other None 0.000 H-11 MARCO ALIM L 60X60X4 A572-50 Beam Other None 0.000 H-12 MARCO ALIM L 50X50X4H A572-50 Beam Other None 0.000 DH-3 MARCO ALIM L 40X40X4 A572-50 Truss Other None 0.000 12M-1 MONTANTE ALIM 100X100X7 A572-50 Beam Other None 0.000 12M-2 MONTANTE ALIM 100X100X7 A572-50 Beam Other None 0.000 12M-3 MONTANTE ALIM 100X100X7 A572-50 Beam Other None 0.000 12M-4 MONTANTE ALIM 100X100X7 A572-50 Beam Other None 0.000 12M-5 MONTANTE ALIM 100X100X7 A572-50 Beam Other None 0.000 12D-1 DIAGONAL ALIM 55X55X4 A-36 Truss Other None 0.000 12D-2 DIAGONAL ALIM 55X55X4 A-36 Truss Other None 0.000 12D-3 DIAGONAL ALIM 60X60X4 A-36 Truss Other None 0.000 12D-4 DIAGONAL ALIM 60X60X4 A-36 Truss Other None 0.000 12D-5 DIAGONAL 2ALIM 40X40X4 A572-50 Truss Other None 0.000 12D-6 DIAGONAL ALIM 45X45X4 A-36 Truss Other None 0.000 12H-1 CERRAMIENTO ALIM 50X50X4H A572-50 Beam Other None 0.000 12H-2 CERRAMIENTO ALIM 50X50X4H A572-50 Beam Other None 0.000 12R-1 CERRAMIENTO ALIM 50X50X4H A572-50 Beam Redundant None 0.000 12R-2 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 12R-3 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 24
12R-4 CERRAMIENTO ALIM L 50X50X4H A572-50 Beam Redundant None 0.000 12R-5 CERRAMIENTO ALIM 40X40X4H A572-50 Truss Redundant None 0.000 12R-6 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 9M-1 CERRAMIENTO ALIM L 100X100X7 A572-50 Beam Other None 0.000 9M-2 CERRAMIENTO ALIM L 100X100X7 A572-50 Beam Other None 0.000 9D-1 CERRAMIENTO ALIM 55X55X4 A-36 Truss Other None 0.000 9D-2 CERRAMIENTO 2ALIM 40X40X4 A572-50 Truss Other None 0.000 9D-3 CERRAMIENTO ALIM 45X45X4 A-36 Truss Other None 0.000 9H-1 CERRAMIENTO ALIM 50X50X4H A572-50 Beam Other None 0.000 9H-2 CERRAMIENTO ALIM 50X50X4H A572-50 Beam Other None 0.000 9R-1 CERRAMIENTO ALIM 45X45X4H A572-50 Beam Redundant None 0.000 9R-2 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 9R-3 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 9R-4 CERRAMIENTO ALIM L 45X45X4H A572-50 Beam Redundant None 0.000 9R-5 CERRAMIENTO ALIM 40X40X4H A572-50 Truss Redundant None 0.000 9R-6 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 6M-1 CERRAMIENTO ALIM L 100X100X7 A572-50 Beam Other None 0.000 6M-2 CERRAMIENTO ALIM L 100X100X7 A572-50 Beam Other None 0.000 6D-1 CERRAMIENTO ALIM 50X50X4 A-36 Truss Other None 0.000 6D-2 CERRAMIENTO 2ALIM 40X40X4 A572-50 Truss Other None 0.000 6D-3 CERRAMIENTO ALIM 45X45X4 A-36 Truss Other None 0.000 6H-1 CERRAMIENTO ALIM 50X50X4H A572-50 Beam Other None 0.000 6H-2 CERRAMIENTO ALIM 50X50X4H A572-50 Beam Other None 0.000 6R-1 CERRAMIENTO ALIM 45X45X4 A572-50 Beam Redundant None 0.000 6R-2 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 6R-3 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 6R-4 CERRAMIENTO ALIM L 45X45X4 A572-50 Beam Redundant None 0.000 6R-5 CERRAMIENTO ALIM 40X40X4H A572-50 Truss Redundant None 0.000 6R-6 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 3M-1 CERRAMIENTO ALIM L 100X100X7 A572-50 Beam Other None 0.000 3M-2 CERRAMIENTO ALIM L 100X100X7 A572-50 Beam Other None 0.000 3D-1 CERRAMIENTO ALIM 55X55X4 A-36 Truss Other None 0.000 3D-2 CERRAMIENTO 2ALIM 40X40X4 A572-50 Truss Other None 0.000 3D-3 CERRAMIENTO ALIM 45X45X4 A-36 Truss Other None 0.000 3H-1 CERRAMIENTO ALIM 45X45X4H A572-50 Beam Other None 0.000 3H-2 CERRAMIENTO ALIM 50X50X4H A572-50 Beam Other None 0.000 3R-1 CERRAMIENTO ALIM 40X40X4 A572-50 Beam Redundant None 0.000 3R-2 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 3R-3 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 3R-4 CERRAMIENTO ALIM L 45X45X4 A572-50 Beam Redundant None 0.000 3R-5 CERRAMIENTO ALIM 40X40X4H A572-50 Truss Redundant None 0.000 3R-6 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 0H-1 CERRAMIENTO ALIM 55X55X4 A572-50 Beam Other None 0.000 0R-1 CERRAMIENTO ALIM 40X40X4H A572-50 Beam Redundant None 0.000 0R-2 CERRAMIENTO ALIM 35X35X4 A572-50 Beam Redundant None 0.000 0R-3 CERRAMIENTO ALIM 40X40X4H A572-50 Beam Redundant None 0.000 PATA-1 EXTENSION ALIM 100X100X7 A572-50 Beam Leg None 0.000 PATA-2 EXTENSION ALIM L 60X60X4 A-36 Truss Other None 0.000 RLT EXTENSION ALIM 35X35X4 A-36 Truss Redundant None 0.000 RD EXTENSION ALIM 35X35X4 A-36 Truss Redundant None 0.000 EXT +6 EXTENSION ALIM 100X100X7 A572-50 Beam Leg None 0.000 EXT +6A EXTENSION ALIM L 60X60X4 A-36 Truss Other None 0.000 EXT +5 EXTENSION ALIM 100X100X7 A572-50 Beam Leg None 0.000 EXT +5A EXTENSION ALIM L 60X60X4 A-36 Truss Other None 0.000 EXT +4 EXTENSION ALIM 100X100X7 A572-50 Beam Leg None 0.000 EXT +4A EXTENSION ALIM L 60X60X4 A-36 Truss Other None 0.000 EXT -3 EXTENSION ALIM 100X100X7 A572-50 Beam Leg None 0.000 EXT -3A EXTENSION ALIM L 60X60X4 A-36 Truss Other None 0.000 Sum of Unfactored Dead Load and Drag Areas From Equipment, Input and Calculated: Joint Dead X-Drag Y-Drag Label Load Area Area (kN) (m^2) (m^2) --------------------------- 1P 0.185 0.331 0.115 2P 0.265 0.491 0.245 3P 0.317 0.440 0.291 4P 0.737 0.944 0.944 5P 0.32 0.579 0.197 6P 0.355 0.504 0.140 7P 0.355 0.504 0.140 8P 0.373 0.528 0.140 9P 0.139 0.219 0.200 10P 0.139 0.200 0.219 9AP 0.139 0.219 0.200 10AP 0.139 0.200 0.219 9BP 0.139 0.219 0.200 10BP 0.139 0.200 0.219 9CP 0.139 0.219 0.200 10CP 0.139 0.200 0.219 1Y 0.185 0.331 0.115 2X 0.265 0.491 0.245 2XY 0.265 0.491 0.245 2Y 0.265 0.491 0.245 3X 0.317 0.440 0.291 3XY 0.317 0.440 0.291 3Y 0.317 0.440 0.291 4X 0.737 0.944 0.944 4XY 0.737 0.944 0.944 4Y 0.737 0.944 0.944 5X 0.32 0.579 0.197 6X 0.355 0.504 0.140 7X 0.355 0.504 0.140 8X 0.373 0.528 0.140 21S 0.219 0.302 0.146 21AS 0.0524 0.075 0.030 22S 0.0902 0.130 0.105 23S 0.0902 0.130 0.105 24S 0.194 0.319 0.164 25S 0.226 0.310 0.154 25AS 0.0524 0.075 0.030
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 25
3AS 0.0524 0.075 0.030 26S 0.111 0.155 0.128 27S 0.111 0.155 0.128 28S 0.218 0.350 0.186 29S 0.287 0.384 0.384 30S 0.341 0.453 0.453 31S 0.427 0.581 0.581 32S 0.544 0.670 0.670 33S 0.664 0.810 0.810 34S 0.0616 0.070 0.083 35S 0.0826 0.096 0.117 36S 0.0969 0.113 0.140 37S 0.0826 0.096 0.117 38S 0.0616 0.070 0.083 39S 0.0968 0.111 0.132 40S 0.111 0.128 0.155 41S 0.0968 0.111 0.132 42S 0.0748 0.084 0.097 43S 0.0469 0.028 0.079 44S 0.101 0.092 0.156 45S 0.0707 0.062 0.119 46S 0.101 0.092 0.156 47S 0.0707 0.062 0.119 48S 0.072 0.058 0.109 52S 0.244 0.287 0.287 53S 0.291 0.419 0.153 54S 0.291 0.153 0.419 55S 0.0706 0.099 0.032 56S 0.0703 0.031 0.099 57S 0.118 0.141 0.141 58S 0.0826 0.031 0.131 59S 0.083 0.131 0.032 60S 0.235 0.514 0.514 61S 0.209 0.291 0.188 61AS 0.156 0.238 0.186 61BS 0.146 0.225 0.180 61CS 0.137 0.212 0.174 61DS 0.128 0.200 0.169 61ES 0.119 0.189 0.164 61A1S 0.156 0.238 0.186 61B1S 0.146 0.225 0.180 61C1S 0.137 0.212 0.174 61D1S 0.128 0.200 0.169 61E1S 0.119 0.189 0.164 61A2S 0.156 0.238 0.186 61B2S 0.146 0.225 0.180 61C2S 0.137 0.212 0.174 61D2S 0.128 0.200 0.169 61E2S 0.119 0.189 0.164 61A3S 0.156 0.238 0.186 61B3S 0.146 0.225 0.180 61C3S 0.137 0.212 0.174 61D3S 0.128 0.200 0.169 61E3S 0.119 0.189 0.164 62S 0.209 0.188 0.290 62AS 0.156 0.186 0.238 62BS 0.146 0.180 0.225 62CS 0.137 0.174 0.212 62DS 0.128 0.169 0.200 62ES 0.119 0.164 0.189 62A1S 0.156 0.186 0.238 62B1S 0.146 0.180 0.225 62C1S 0.137 0.174 0.212 62D1S 0.128 0.169 0.200 62E1S 0.119 0.164 0.189 62A2S 0.156 0.186 0.238 62B2S 0.146 0.180 0.225 62C2S 0.137 0.174 0.212 62D2S 0.128 0.169 0.200 62E2S 0.119 0.164 0.189 62A3S 0.156 0.186 0.238 62B3S 0.146 0.180 0.225 62C3S 0.137 0.174 0.212 62D3S 0.128 0.169 0.200 62E3S 0.119 0.164 0.189 63S 0.277 0.337 0.337 63AS 0.249 0.232 0.232 63BS 0.195 0.202 0.202 63CS 0.202 0.208 0.208 63DS 0.209 0.214 0.214 63ES 0.217 0.221 0.221 63FS 0.225 0.227 0.227 64S 0.277 0.337 0.337 64AS 0.249 0.232 0.232 64BS 0.195 0.202 0.202 64CS 0.202 0.208 0.208 64DS 0.209 0.214 0.214 64ES 0.217 0.221 0.221 64FS 0.225 0.227 0.227 65S 0.277 0.337 0.337 65AS 0.249 0.232 0.232 65BS 0.195 0.202 0.202 65CS 0.202 0.208 0.208 65DS 0.209 0.214 0.214 65ES 0.217 0.221 0.221 65FS 0.225 0.227 0.227 66S 0.277 0.337 0.337 66AS 0.249 0.232 0.232 66BS 0.195 0.202 0.202 66CS 0.202 0.208 0.208 66DS 0.209 0.214 0.214 66ES 0.217 0.221 0.221 66FS 0.225 0.227 0.227 67S 0.601 0.703 0.703
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 26
68S 0.76 0.937 0.937 69S 0.734 0.881 0.881 21X 0.219 0.302 0.146 21XY 0.219 0.302 0.146 21Y 0.219 0.302 0.146 21AY 0.0524 0.075 0.030 22X 0.0902 0.130 0.105 22XY 0.0902 0.130 0.105 22Y 0.0902 0.130 0.105 23X 0.0902 0.130 0.105 23XY 0.0902 0.130 0.105 23Y 0.0902 0.130 0.105 24X 0.194 0.319 0.164 24XY 0.194 0.319 0.164 24Y 0.194 0.319 0.164 25X 0.226 0.310 0.154 25XY 0.226 0.310 0.154 25Y 0.226 0.310 0.154 25AY 0.0524 0.075 0.030 3AY 0.0524 0.075 0.030 26X 0.111 0.155 0.128 26XY 0.111 0.155 0.128 26Y 0.111 0.155 0.128 27X 0.111 0.155 0.128 27XY 0.111 0.155 0.128 27Y 0.111 0.155 0.128 28X 0.218 0.350 0.186 28XY 0.218 0.350 0.186 28Y 0.218 0.317 0.186 29X 0.287 0.384 0.384 29XY 0.287 0.384 0.384 29Y 0.287 0.384 0.384 30X 0.341 0.453 0.453 30XY 0.341 0.453 0.453 30Y 0.341 0.453 0.453 31X 0.427 0.581 0.581 31XY 0.427 0.581 0.581 31Y 0.427 0.581 0.581 32X 0.544 0.670 0.670 32XY 0.544 0.670 0.670 32Y 0.544 0.670 0.670 33X 0.664 0.810 0.810 33XY 0.664 0.810 0.810 33Y 0.664 0.810 0.810 34X 0.0616 0.070 0.083 34XY 0.0616 0.070 0.083 34Y 0.0616 0.070 0.083 35X 0.0826 0.096 0.117 35XY 0.0826 0.096 0.117 35Y 0.0826 0.096 0.117 36X 0.0969 0.113 0.140 36XY 0.0969 0.113 0.140 36Y 0.0969 0.113 0.140 37X 0.0826 0.096 0.117 37XY 0.0826 0.096 0.117 37Y 0.0826 0.096 0.117 38X 0.0616 0.070 0.083 38XY 0.0616 0.070 0.083 38Y 0.0616 0.070 0.083 39X 0.0968 0.111 0.132 39XY 0.0968 0.111 0.132 39Y 0.0968 0.111 0.132 40X 0.111 0.128 0.155 40XY 0.111 0.128 0.155 40Y 0.111 0.128 0.155 41X 0.0968 0.111 0.132 41XY 0.0968 0.111 0.132 41Y 0.0968 0.111 0.132 42X 0.0748 0.084 0.097 42XY 0.0748 0.084 0.097 42Y 0.0748 0.084 0.097 43X 0.0469 0.028 0.079 44X 0.101 0.092 0.156 45X 0.0707 0.062 0.119 46X 0.101 0.092 0.156 47X 0.0707 0.062 0.119 48X 0.072 0.058 0.109 52X 0.244 0.287 0.287 52XY 0.244 0.287 0.287 52Y 0.244 0.287 0.287 53Y 0.291 0.419 0.153 54X 0.291 0.153 0.419 55X 0.0706 0.099 0.032 55XY 0.0706 0.099 0.032 55Y 0.0706 0.099 0.032 56X 0.0703 0.031 0.099 56XY 0.0703 0.031 0.099 56Y 0.0703 0.031 0.099 57X 0.118 0.141 0.141 57XY 0.118 0.141 0.141 57Y 0.118 0.141 0.141 58X 0.0826 0.031 0.131 58XY 0.0826 0.031 0.131 58Y 0.0826 0.031 0.131 59X 0.083 0.131 0.032 59XY 0.083 0.131 0.032 59Y 0.083 0.131 0.032 60X 0.235 0.514 0.514 60XY 0.235 0.514 0.514 60Y 0.235 0.514 0.514 61X 0.209 0.291 0.188 61XY 0.209 0.291 0.188 61Y 0.209 0.291 0.188 62X 0.209 0.188 0.290
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 27
62XY 0.209 0.188 0.290 62Y 0.209 0.188 0.290 67X 0.601 0.703 0.703 67XY 0.601 0.703 0.703 67Y 0.601 0.703 0.703 68X 0.76 0.937 0.937 68XY 0.76 0.937 0.937 68Y 0.76 0.937 0.937 69X 0.734 0.881 0.881 69XY 0.734 0.881 0.881 69Y 0.734 0.881 0.881 Total 54.6 70.181 63.396 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) --------------------------------------------------------- A 1.630 2.487 0.984 1.244 0.522 B 2.435 3.113 1.747 1.385 0.613 C 4.516 5.830 4.515 2.398 1.785 D 5.435 6.864 5.375 2.855 2.096 E 6.012 7.213 7.183 2.808 2.793 F 5.312 6.102 6.102 2.366 2.366 g 15.401 16.560 16.563 5.986 5.986 H 13.820 17.177 17.177 5.864 5.864 Total 54.560 65.348 59.647 24.905 22.025 Manually Input Dead Loads and Drag Areas: Load Attach Vertical Transverse Longitudinal Point Point Dead Wind Wind Label Load Area Area (kN) (m^2) (m^2) ---------------------------------------------- V-1 1P 0.000 0.000 0.051 V-2 1Y 0.000 0.000 0.051 V-3 2P 0.000 0.049 0.084 V-4 2X 0.000 0.049 0.084 V-5 2XY 0.000 0.049 0.084 V-6 2Y 0.000 0.049 0.084 V-7 5P 0.000 0.049 0.051 V-8 5X 0.000 0.049 0.051 V-9 6P 0.000 0.000 0.033 V-10 6X 0.000 0.000 0.033 V-11 21S 0.000 0.000 0.033 V-12 21X 0.000 0.000 0.033 V-13 21XY 0.000 0.000 0.033 V-14 21Y 0.000 0.000 0.033 V-15 24S 0.000 0.000 0.033 V-16 24X 0.000 0.000 0.033 V-17 24XY 0.000 0.000 0.033 V-18 24Y 0.000 0.000 0.033 V-19 25S 0.000 0.000 0.033 V-20 25X 0.000 0.000 0.033 V-21 25XY 0.000 0.000 0.033 V-22 25Y 0.000 0.000 0.033 V-23 7P 0.000 0.000 0.033 V-24 7X 0.000 0.000 0.033 V-25 28S 0.000 0.000 0.033 V-26 28X 0.000 0.000 0.033 V-27 28XY 0.000 0.000 0.033 V-28 3P 0.000 0.027 0.060 V-29 3X 0.000 0.027 0.060 V-30 3XY 0.000 0.027 0.060 V-31 3Y 0.000 0.027 0.060 V-32 8P 0.000 0.000 0.033 V-33 8X 0.000 0.000 0.033 V-34 29S 0.000 0.027 0.027 V-35 29X 0.000 0.027 0.027 V-36 29XY 0.000 0.027 0.027 V-37 29Y 0.000 0.027 0.027 V-38 30S 0.000 0.027 0.027 V-39 30X 0.000 0.027 0.027 V-40 30XY 0.000 0.027 0.027 V-41 30Y 0.000 0.027 0.027 V-42 31S 0.000 0.075 0.075 V-43 31X 0.000 0.075 0.075 V-44 31XY 0.000 0.075 0.075 V-45 31Y 0.000 0.075 0.075 V-46 32S 0.000 0.048 0.048 V-47 32X 0.000 0.048 0.048 V-48 32XY 0.000 0.048 0.048 V-49 32Y 0.000 0.048 0.048 V-50 33S 0.000 0.048 0.048 V-51 33X 0.000 0.048 0.048 V-52 33XY 0.000 0.048 0.048 V-53 33Y 0.000 0.048 0.048 V-54 4P 0.000 0.100 0.100 V-55 4X 0.000 0.100 0.100 V-56 4XY 0.000 0.100 0.100 V-57 4Y 0.000 0.100 0.100 V-58 69S 0.000 0.052 0.052 V-59 69X 0.000 0.052 0.052 V-60 69XY 0.000 0.052 0.052 V-61 69Y 0.000 0.052 0.052 V-62 68S 0.000 0.095 0.095 V-63 68X 0.000 0.095 0.095 V-64 68XY 0.000 0.095 0.095 V-65 68Y 0.000 0.095 0.095 V-66 67S 0.000 0.043 0.043 V-67 67X 0.000 0.043 0.043
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 28
V-68 67XY 0.000 0.043 0.043 V-69 67Y 0.000 0.043 0.043 V-70 52S 0.000 0.043 0.043 V-71 52X 0.000 0.043 0.043 V-72 52XY 0.000 0.043 0.043 V-73 52Y 0.000 0.043 0.043 V-74 60S 0.000 0.281 0.281 V-75 60X 0.000 0.281 0.281 V-76 60XY 0.000 0.281 0.281 V-77 60Y 0.000 0.281 0.281 Total 0.000 3.749 4.833 *** Loads Data Loads from file: d:\my documents\td1_definitivo\revision c\cerramiento +12\extensiones\viento con un circuito.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 -38.00 (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 -38.00 (m) Z of structure top (highest joint) 14.85 (m) Structure height 52.85 (m) Structure height above ground 52.85 (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) ------------------------------------------------------------------------------------------------------------------------------------- I 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 2256 0 0.000 0.000 IA 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 2256 0 0.000 0.000 II 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 2256 0.000 0.000 IIA 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 2256 0.000 0.000 III 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 1595 1595 0.000 0.000 IIIA 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 1595 1595 0.000 0.000 IV HG1 1C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000 IV HG2 1C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000 IV COND 3 1C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000 IV COND 4 1C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000 IV COND 5 1C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000 IV HG1yHG2 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV HG1yCOND4 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV HG1yCOND6 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV HG1yCOND8 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND3yCOND4 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND3yCOND6 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND3yCOND8 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND5yCOND6 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND5yCOND8 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND7yCOND8 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV HG1 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND3 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND5 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 IV COND7 2C 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 V 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 VA 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 5 loads Wind on Face 0 0 0.000 0.000 VIg 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on Face 0 0 0.000 0.000 VIfs 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on Face 0 0 0.000 0.000 VIfi 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on Face 0 0 0.000 0.000 VIg2 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 VIfs2 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 VIfi2 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 VIIg 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on Face 0 0 0.000 0.000 VIIfs 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on Face 0 0 0.000 0.000 VIIfi 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on Face 0 0 0.000 0.000 VIIg2 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 VIIfs2 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 VIIfi2 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on Face 0 0 0.000 0.000 Point Loads for Load Case "I": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4812 3252 1471.5 5X 4812 4414.5 1471.5 6P 16363 10418.2 1471.5 6X 16363 10418.2 1471.5 7P 16363 10418.2 1471.5 7X 16363 10418.2 1471.5 8P 16363 10418.2 1471.5 8X 16363 10418.2 1471.5
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 29
Point Loads for Load Case "IA": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4812 3252 1471.5 5X 4812 4414.5 1471.5 6X 16363 10418.2 1471.5 7X 16363 10418.2 1471.5 8X 16363 10418.2 1471.5 Point Loads for Load Case "II": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4120 338.5 1765.8 5X 4120 427 1765.8 6P 14258.8 1236.06 3369.74 6X 14258.8 1236.06 3369.74 7P 14258.8 1236.06 3369.74 7X 14258.8 1236.06 3369.74 8P 14258.8 1236.06 3369.74 8X 14258.8 1236.06 3369.74 Point Loads for Load Case "IIA": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4120 338.5 1765.8 5X 4120 427 1765.8 6X 14258.8 1236.06 3369.74 7X 14258.8 1236.06 3369.74 8X 14258.8 1236.06 3369.74 Point Loads for Load Case "III": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4811.8 1765.8 1765.8 5X 4811.9 2383.8 1765.8 6P 16363 5841.85 3237.3 6X 16363 5841.85 3237.3 7P 16363 5841.85 3237.3 7X 16363 5841.85 3237.3 8P 16363 5841.85 3237.3 8X 16363 5841.85 3237.3 Point Loads for Load Case "IIIA": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4811.8 1765.8 1765.8 5X 4811.9 2383.8 1765.8 6X 16363 5841.85 3237.3 7X 16363 5841.85 3237.3 8X 16363 5841.85 3237.3 Point Loads for Load Case "IV HG1 1C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 153 8652.4 6X 11407.1 847.6 0 7X 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV HG2 1C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 117.7 6992.6 5X 3296.16 306 0 6X 11407.1 847.6 0 7X 11407.1 847.6 0 8X 11407.1 847.6 0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 30
Point Loads for Load Case "IV COND 3 1C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306 0 6X 11407.1 423.792 24450.4 7X 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND 4 1C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306 0 6X 11407.1 847.6 0 7X 11407.1 423.792 24450.4 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND 5 1C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306 0 6X 11407.1 847.6 0 7X 11407.1 847.6 0 8X 11407.1 423.792 24450.4 Point Loads for Load Case "IV HG1yHG2 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 117.7 6992.6 5X 3296.16 153 8652.4 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV HG1yCOND4 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 153 8652.4 6P 11407.1 423.792 24450.4 6X 11407.1 847.6 0 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV HG1yCOND6 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 153 8652.4 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 423.792 24450.4 7X 11407.1 847.6 0 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV HG1yCOND8 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 153 8652.4 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 423.792 24450.4 8X 11407.1 847.6 0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 31
Point Loads for Load Case "IV COND3yCOND4 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 423.792 24450.4 6X 11407.1 423.792 24450.4 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND3yCOND6 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 847.6 0 6X 11407.1 423.792 24450.4 7P 11407.1 423.792 24450.4 7X 11407.1 847.6 0 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND3yCOND8 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 847.6 0 6X 11407.1 423.792 24450.4 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 423.792 24450.4 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND5yCOND6 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 423.792 24450.4 7X 11407.1 423.792 24450.4 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND5yCOND8 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 847.6 0 7X 11407.1 423.792 24450.4 8P 11407.1 423.792 24450.4 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND7yCOND8 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 423.792 24450.4 8X 11407.1 423.792 24450.4
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 32
Point Loads for Load Case "IV HG1 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 153 8652.4 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND3 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 847.6 0 6X 11407.1 423.792 24450.4 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND5 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 847.6 0 7X 11407.1 423.792 24450.4 8P 11407.1 847.6 0 8X 11407.1 847.6 0 Point Loads for Load Case "IV COND7 2C": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 247.2 0 5X 3296.16 306.1 0 6P 11407.1 847.6 0 6X 11407.1 847.6 0 7P 11407.1 847.6 0 7X 11407.1 847.6 0 8P 11407.1 847.6 0 8X 11407.1 423.792 24450.4 Point Loads for Load Case "V": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 23.6 1389.1 5X 3296.16 35.32 2213.14 6P 11407.1 82.4 4920.7 6X 11407.1 82.4 4920.7 7P 11407.1 82.4 4920.7 7X 11407.1 82.4 4920.7 8P 11407.1 82.4 4920.7 8X 11407.1 82.4 4920.7 Point Loads for Load Case "VA": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 3296.16 23.6 1389.1 5X 3296.16 35.32 2213.14 6X 11407.1 82.4 4920.7 7X 11407.1 82.4 4920.7 8X 11407.1 82.4 4920.7 Point Loads for Load Case "VIg": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5X 13124.8 150.1 8572 6X 16160 1200.7 0 7X 16160 1200.7 0 8X 16160 1200.7 0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 33
Point Loads for Load Case "VIfs": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5X 4669.6 433.6 0 6X 32453.4 416.9 24248.4 7X 16160 1200.7 0 8X 16160 1200.7 0 Point Loads for Load Case "VIfi": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5X 4669.6 433.6 0 6X 16160 1200.7 0 7X 16160 1200.7 0 8X 32453.4 416.9 24248.4 Point Loads for Load Case "VIg2": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4669.6 350.2 0 5X 13124.8 150.1 8572 6P 16160 1200.7 0 6X 16160 1200.7 0 7P 16160 1200.7 0 7X 16160 1200.7 0 8P 16160 1200.7 0 8X 16160 1200.7 0 Point Loads for Load Case "VIfs2": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4669.6 350.2 0 5X 4669.6 433.6 0 6P 16160 1200.7 0 6X 32453.4 416.9 24248.4 7P 16160 1200.7 0 7X 16160 1200.7 0 8P 16160 1200.7 0 8X 16160 1200.7 0 Point Loads for Load Case "VIfi2": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4669.6 350.2 0 5X 4669.6 433.6 0 6P 16160 1200.7 0 6X 16160 1200.7 0 7P 16160 1200.7 0 7X 16160 1200.7 0 8P 16160 1200.7 0 8X 32453.4 416.9 24248.4 Point Loads for Load Case "VIIg": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5X 13508.4 433.6 0 6X 16160 1200.7 0 7X 16160 1200.7 0 8X 16160 1200.7 0 Point Loads for Load Case "VIIfs": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5X 4669.6 433.6 0 6X 36489.3 1200.7 0 7X 16160 1200.7 0 8X 16160 1200.7 0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 34
Point Loads for Load Case "VIIfi": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5X 4669.6 433.6 0 6X 16160 1200.7 0 7X 16160 1200.7 0 8X 36489.3 1200.7 0 Point Loads for Load Case "VIIg2": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4669.6 350.12 0 5X 13508.4 433.6 0 6P 16160 1200.7 0 6X 16160 1200.7 0 7P 16160 1200.7 0 7X 16160 1200.7 0 8P 16160 1200.7 0 8X 16160 1200.7 0 Point Loads for Load Case "VIIfs2": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4669.6 350.2 0 5X 4669.6 433.6 0 6P 16160 1200.7 0 6X 36489.3 1200.7 0 7P 16160 1200.7 0 7X 16160 1200.7 0 8P 16160 1200.7 0 8X 16160 1200.7 0 Point Loads for Load Case "VIIfi2": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 5P 4669.6 350.2 0 5X 4669.6 433.6 0 6P 16160 1200.7 0 6X 16160 1200.7 0 7P 16160 1200.7 0 7X 16160 1200.7 0 8P 16160 1200.7 0 8X 36489.3 1200.7 0 Joint Support Reactions for Load Case "I": 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) % % ------------------------------------------------------------------------------------------------------------------ 63S -32.71 0.0 -38.24 0.0 343.70 0.0 0.0 347.36 0.0 -1.78 0.0 2.6 0.0 0.07 0.0 0.0 64S 26.83 0.0 -32.17 0.0 280.13 0.0 0.0 283.24 0.0 -1.26 0.0 -2.1 0.0 -0.06 0.0 0.0 65S -23.25 0.0 -31.97 0.0 -246.18 0.0 0.0 249.33 0.0 -0.75 0.0 1.8 0.0 -0.09 0.0 0.0 66S 17.36 0.0 -25.90 0.0 -182.61 0.0 0.0 185.25 0.0 -0.23 0.0 -1.2 0.0 0.09 0.0 0.0 Joint Support Reactions for Load Case "IA": 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) % % ------------------------------------------------------------------------------------------------------------------ 63S -20.92 0.0 -28.78 0.0 226.55 0.0 0.0 229.32 0.0 -0.53 0.0 1.7 0.0 0.09 0.0 0.0 64S 18.43 0.0 -23.68 0.0 185.56 0.0 0.0 187.97 0.0 -0.38 0.0 -1.2 0.0 -0.07 0.0 0.0 65S -14.98 0.0 -23.64 0.0 -153.47 0.0 0.0 156.01 0.0 0.12 0.0 0.9 0.0 -0.10 0.0 0.0 66S 10.12 0.0 -20.94 0.0 -112.68 0.0 0.0 115.05 0.0 0.64 0.0 -0.7 0.0 0.11 0.0 0.0 Joint Support Reactions for Load Case "II": 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) % % ------------------------------------------------------------------------------------------------------------------ 63S -27.56 0.0 -22.19 0.0 232.47 0.0 0.0 235.14 0.0 -1.70 0.0 0.9 0.0 -0.07 0.0 0.0 64S -17.85 0.0 9.32 0.0 -99.11 0.0 0.0 101.14 0.0 0.56 0.0 -0.4 0.0 -0.09 0.0 0.0 65S -21.94 0.0 -13.41 0.0 -141.95 0.0 0.0 144.26 0.0 -0.91 0.0 -0.1 0.0 0.09 0.0 0.0 66S -23.47 0.0 18.10 0.0 189.63 0.0 0.0 191.93 0.0 1.35 0.0 0.5 0.0 0.06 0.0 0.0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 35
Joint Support Reactions for Load Case "IIA": 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) % % ------------------------------------------------------------------------------------------------------------------ 63S -20.64 0.0 -19.15 0.0 174.79 0.0 0.0 177.05 0.0 -0.83 0.0 0.6 0.0 -0.04 0.0 0.0 64S -17.00 0.0 10.16 0.0 -105.07 0.0 0.0 106.92 0.0 0.61 0.0 -0.1 0.0 -0.09 0.0 0.0 65S -19.77 0.0 -9.65 0.0 -105.45 0.0 0.0 107.71 0.0 -0.62 0.0 -0.6 0.0 0.09 0.0 0.0 66S -23.30 0.0 14.15 0.0 173.97 0.0 0.0 176.10 0.0 1.63 0.0 0.2 0.0 0.09 0.0 0.0 Joint Support Reactions for Load Case "III": 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) % % ------------------------------------------------------------------------------------------------------------------ 63S -36.29 0.0 -36.38 0.0 340.98 0.0 0.0 344.83 0.0 -1.93 0.0 1.9 0.0 0.00 0.0 0.0 64S 1.11 0.0 -10.97 0.0 73.80 0.0 0.0 74.62 0.0 -0.06 0.0 -1.3 0.0 -0.11 0.0 0.0 65S -29.06 0.0 -29.17 0.0 -243.46 0.0 0.0 246.92 0.0 -0.91 0.0 0.9 0.0 -0.00 0.0 0.0 66S -6.12 0.0 -3.77 0.0 23.72 0.0 0.0 24.78 0.0 0.96 0.0 -0.3 0.0 0.11 0.0 0.0 Joint Support Reactions for Load Case "IIIA": 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) % % ------------------------------------------------------------------------------------------------------------------ 63S -25.83 0.0 -29.78 0.0 245.55 0.0 0.0 248.69 0.0 -0.74 0.0 1.3 0.0 0.03 0.0 0.0 64S -1.90 0.0 -6.49 0.0 28.05 0.0 0.0 28.85 0.0 0.34 0.0 -0.7 0.0 -0.11 0.0 0.0 65S -23.54 0.0 -22.25 0.0 -172.36 0.0 0.0 175.38 0.0 -0.31 0.0 0.1 0.0 -0.00 0.0 0.0 66S -9.39 0.0 -4.26 0.0 44.72 0.0 0.0 45.89 0.0 1.55 0.0 -0.3 0.0 0.14 0.0 0.0 Joint Support Reactions for Load Case "IV HG1 1C": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -3.75 0.0 -7.83 0.0 57.44 0.0 0.0 58.10 0.0 -0.09 0.0 0.7 0.0 0.03 0.0 0.0 64S 2.20 0.0 0.12 0.0 3.57 0.0 0.0 4.20 0.0 -0.05 0.0 0.3 0.0 0.01 0.0 0.0 65S -0.28 0.0 1.25 0.0 6.91 0.0 0.0 7.03 0.0 -0.03 0.0 -0.2 0.0 -0.00 0.0 0.0 66S -6.82 0.0 3.52 0.0 60.13 0.0 0.0 60.61 0.0 0.85 0.0 0.4 0.0 0.02 0.0 0.0 Joint Support Reactions for Load Case "IV HG2 1C": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -5.85 0.0 -4.78 0.0 52.08 0.0 0.0 52.63 0.0 -0.42 0.0 0.3 0.0 0.00 0.0 0.0 64S 0.12 0.0 -2.94 0.0 9.08 0.0 0.0 9.54 0.0 0.28 0.0 -0.1 0.0 -0.02 0.0 0.0 65S 2.64 0.0 -0.84 0.0 11.68 0.0 0.0 12.00 0.0 0.40 0.0 0.1 0.0 -0.03 0.0 0.0 66S -3.89 0.0 5.59 0.0 55.21 0.0 0.0 55.63 0.0 0.43 0.0 0.7 0.0 -0.01 0.0 0.0 Joint Support Reactions for Load Case "IV COND 3 1C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -5.80 0.0 -13.88 0.0 101.41 0.0 0.0 102.51 0.0 -0.17 0.0 1.4 0.0 0.06 0.0 0.0 64S 0.01 0.0 6.31 0.0 -41.91 0.0 0.0 42.38 0.0 0.05 0.0 1.0 0.0 0.03 0.0 0.0 65S -5.98 0.0 -1.06 0.0 -36.61 0.0 0.0 37.11 0.0 -0.66 0.0 -0.1 0.0 0.02 0.0 0.0 66S -12.66 0.0 5.96 0.0 105.17 0.0 0.0 106.10 0.0 1.50 0.0 0.5 0.0 0.04 0.0 0.0 Joint Support Reactions for Load Case "IV COND 4 1C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -5.81 0.0 -13.06 0.0 93.02 0.0 0.0 94.11 0.0 -0.08 0.0 1.2 0.0 0.05 0.0 0.0 64S 0.03 0.0 5.49 0.0 -33.24 0.0 0.0 33.69 0.0 -0.05 0.0 0.8 0.0 0.02 0.0 0.0 65S -6.00 0.0 -0.25 0.0 -28.35 0.0 0.0 28.98 0.0 -0.57 0.0 -0.3 0.0 0.03 0.0 0.0 66S -12.66 0.0 5.15 0.0 96.62 0.0 0.0 97.58 0.0 1.40 0.0 0.3 0.0 0.05 0.0 0.0 Joint Support Reactions for Load Case "IV COND 5 1C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -5.65 0.0 -12.36 0.0 84.47 0.0 0.0 85.55 0.0 0.03 0.0 1.0 0.0 0.04 0.0 0.0 64S 0.21 0.0 4.79 0.0 -24.39 0.0 0.0 24.85 0.0 -0.17 0.0 0.6 0.0 0.02 0.0 0.0 65S -6.19 0.0 0.68 0.0 -20.26 0.0 0.0 21.20 0.0 -0.51 0.0 -0.5 0.0 0.04 0.0 0.0 66S -12.82 0.0 4.22 0.0 88.23 0.0 0.0 89.26 0.0 1.33 0.0 0.1 0.0 0.06 0.0 0.0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 36
Joint Support Reactions for Load Case "IV HG1yHG2 2C": 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) % % ---------------------------------------------------------------------------------------------------------------- 63S -8.91 0.0 -10.16 0.0 102.91 0.0 0.0 103.79 0.0 -0.79 0.0 1.0 0.0 0.01 0.0 0.0 64S 1.62 0.0 -0.38 0.0 6.03 0.0 0.0 6.26 0.0 -0.05 0.0 0.1 0.0 0.01 0.0 0.0 65S -1.56 0.0 -1.75 0.0 -21.71 0.0 0.0 21.83 0.0 -0.25 0.0 0.3 0.0 -0.01 0.0 0.0 66S -6.79 0.0 6.94 0.0 75.04 0.0 0.0 75.67 0.0 0.65 0.0 0.7 0.0 -0.01 0.0 0.0 Joint Support Reactions for Load Case "IV HG1yCOND4 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -15.28 0.0 -12.68 0.0 151.46 0.0 0.0 152.76 0.0 -1.51 0.0 1.1 0.0 -0.01 0.0 0.0 64S -4.91 0.0 2.29 0.0 -44.19 0.0 0.0 44.52 0.0 0.68 0.0 0.3 0.0 -0.01 0.0 0.0 65S -3.75 0.0 -8.56 0.0 -70.76 0.0 0.0 71.38 0.0 -0.34 0.0 1.1 0.0 -0.04 0.0 0.0 66S -9.14 0.0 13.90 0.0 125.77 0.0 0.0 126.86 0.0 0.75 0.0 1.5 0.0 -0.03 0.0 0.0 Joint Support Reactions for Load Case "IV HG1yCOND6 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -15.30 0.0 -11.88 0.0 143.20 0.0 0.0 144.51 0.0 -1.42 0.0 0.9 0.0 -0.02 0.0 0.0 64S -4.91 0.0 1.48 0.0 -35.64 0.0 0.0 36.00 0.0 0.59 0.0 0.1 0.0 -0.02 0.0 0.0 65S -3.76 0.0 -7.75 0.0 -62.38 0.0 0.0 62.97 0.0 -0.25 0.0 0.9 0.0 -0.02 0.0 0.0 66S -9.12 0.0 13.08 0.0 117.09 0.0 0.0 118.17 0.0 0.66 0.0 1.3 0.0 -0.02 0.0 0.0 Joint Support Reactions for Load Case "IV HG1yCOND8 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -15.49 0.0 -10.94 0.0 135.11 0.0 0.0 136.44 0.0 -1.36 0.0 0.7 0.0 -0.03 0.0 0.0 64S -5.06 0.0 0.55 0.0 -27.25 0.0 0.0 27.73 0.0 0.51 0.0 -0.1 0.0 -0.03 0.0 0.0 65S -3.60 0.0 -7.04 0.0 -53.82 0.0 0.0 54.40 0.0 -0.14 0.0 0.7 0.0 -0.02 0.0 0.0 66S -8.93 0.0 12.38 0.0 108.24 0.0 0.0 109.31 0.0 0.54 0.0 1.1 0.0 -0.02 0.0 0.0 Joint Support Reactions for Load Case "IV COND3yCOND4 2C": 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) % % ------------------------------------------------------------------------------------------------------------------ 63S -17.33 0.0 -18.73 0.0 195.42 0.0 0.0 197.08 0.0 -1.60 0.0 1.8 0.0 0.02 0.0 0.0 64S -7.11 0.0 8.48 0.0 -89.68 0.0 0.0 90.36 0.0 0.78 0.0 1.0 0.0 0.02 0.0 0.0 65S -9.45 0.0 -10.87 0.0 -114.28 0.0 0.0 115.19 0.0 -0.98 0.0 1.2 0.0 -0.02 0.0 0.0 66S -14.98 0.0 16.34 0.0 170.81 0.0 0.0 172.25 0.0 1.40 0.0 1.6 0.0 -0.02 0.0 0.0 Joint Support Reactions for Load Case "IV COND3yCOND6 2C": 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) % % ------------------------------------------------------------------------------------------------------------------ 63S -17.35 0.0 -17.93 0.0 187.16 0.0 0.0 188.82 0.0 -1.51 0.0 1.6 0.0 0.01 0.0 0.0 64S -7.10 0.0 7.67 0.0 -81.12 0.0 0.0 81.79 0.0 0.69 0.0 0.8 0.0 0.01 0.0 0.0 65S -9.46 0.0 -10.05 0.0 -105.90 0.0 0.0 106.80 0.0 -0.89 0.0 1.0 0.0 -0.01 0.0 0.0 66S -14.96 0.0 15.52 0.0 162.14 0.0 0.0 163.56 0.0 1.31 0.0 1.4 0.0 -0.01 0.0 0.0 Joint Support Reactions for Load Case "IV COND3yCOND8 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -17.54 0.0 -17.00 0.0 179.07 0.0 0.0 180.73 0.0 -1.44 0.0 1.4 0.0 -0.00 0.0 0.0 64S -7.26 0.0 6.74 0.0 -72.74 0.0 0.0 73.41 0.0 0.61 0.0 0.6 0.0 -0.00 0.0 0.0 65S -9.31 0.0 -9.35 0.0 -97.35 0.0 0.0 98.24 0.0 -0.78 0.0 0.8 0.0 -0.00 0.0 0.0 66S -14.78 0.0 14.82 0.0 153.29 0.0 0.0 154.71 0.0 1.19 0.0 1.2 0.0 -0.00 0.0 0.0 Joint Support Reactions for Load Case "IV COND5yCOND6 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -17.36 0.0 -17.11 0.0 178.78 0.0 0.0 180.43 0.0 -1.42 0.0 1.4 0.0 -0.00 0.0 0.0 64S -7.08 0.0 6.85 0.0 -72.45 0.0 0.0 73.11 0.0 0.59 0.0 0.6 0.0 -0.00 0.0 0.0 65S -9.48 0.0 -9.25 0.0 -97.64 0.0 0.0 98.54 0.0 -0.80 0.0 0.8 0.0 0.00 0.0 0.0 66S -14.96 0.0 14.72 0.0 153.58 0.0 0.0 155.01 0.0 1.21 0.0 1.2 0.0 0.00 0.0 0.0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 37
Joint Support Reactions for Load Case "IV COND5yCOND8 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -17.55 0.0 -16.18 0.0 170.69 0.0 0.0 172.35 0.0 -1.35 0.0 1.2 0.0 -0.01 0.0 0.0 64S -7.24 0.0 5.92 0.0 -64.06 0.0 0.0 64.74 0.0 0.52 0.0 0.3 0.0 -0.01 0.0 0.0 65S -9.33 0.0 -8.55 0.0 -89.09 0.0 0.0 89.98 0.0 -0.69 0.0 0.6 0.0 0.01 0.0 0.0 66S -14.77 0.0 14.02 0.0 144.73 0.0 0.0 146.16 0.0 1.09 0.0 1.0 0.0 0.01 0.0 0.0 Joint Support Reactions for Load Case "IV COND7yCOND8 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -17.39 0.0 -15.48 0.0 162.13 0.0 0.0 163.80 0.0 -1.24 0.0 1.0 0.0 -0.02 0.0 0.0 64S -7.05 0.0 5.22 0.0 -55.21 0.0 0.0 55.91 0.0 0.40 0.0 0.1 0.0 -0.02 0.0 0.0 65S -9.51 0.0 -7.61 0.0 -81.00 0.0 0.0 81.91 0.0 -0.62 0.0 0.4 0.0 0.02 0.0 0.0 66S -14.93 0.0 13.08 0.0 136.35 0.0 0.0 137.79 0.0 1.02 0.0 0.8 0.0 0.02 0.0 0.0 Joint Support Reactions for Load Case "IV HG1 2C": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -6.08 0.0 -9.28 0.0 81.81 0.0 0.0 82.55 0.0 -0.44 0.0 0.9 0.0 0.02 0.0 0.0 64S 4.53 0.0 -1.33 0.0 27.93 0.0 0.0 28.33 0.0 -0.41 0.0 0.1 0.0 0.02 0.0 0.0 65S -0.97 0.0 1.43 0.0 -0.34 0.0 0.0 1.76 0.0 -0.24 0.0 -0.1 0.0 0.01 0.0 0.0 66S -6.12 0.0 3.69 0.0 52.87 0.0 0.0 53.36 0.0 0.63 0.0 0.3 0.0 0.01 0.0 0.0 Joint Support Reactions for Load Case "IV COND3 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -8.12 0.0 -15.33 0.0 125.77 0.0 0.0 126.96 0.0 -0.53 0.0 1.6 0.0 0.05 0.0 0.0 64S 2.34 0.0 4.86 0.0 -17.55 0.0 0.0 18.36 0.0 -0.31 0.0 0.8 0.0 0.05 0.0 0.0 65S -6.68 0.0 -0.88 0.0 -43.86 0.0 0.0 44.38 0.0 -0.88 0.0 0.0 0.0 0.03 0.0 0.0 66S -11.97 0.0 6.14 0.0 97.92 0.0 0.0 98.84 0.0 1.28 0.0 0.4 0.0 0.03 0.0 0.0 Joint Support Reactions for Load Case "IV COND5 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -8.13 0.0 -14.51 0.0 117.38 0.0 0.0 118.56 0.0 -0.44 0.0 1.4 0.0 0.03 0.0 0.0 64S 2.36 0.0 4.04 0.0 -8.87 0.0 0.0 10.03 0.0 -0.40 0.0 0.6 0.0 0.04 0.0 0.0 65S -6.70 0.0 -0.08 0.0 -35.60 0.0 0.0 36.23 0.0 -0.79 0.0 -0.2 0.0 0.04 0.0 0.0 66S -11.97 0.0 5.33 0.0 89.37 0.0 0.0 90.32 0.0 1.18 0.0 0.2 0.0 0.04 0.0 0.0 Joint Support Reactions for Load Case "IV COND7 2C": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -7.98 0.0 -13.81 0.0 108.83 0.0 0.0 109.99 0.0 -0.33 0.0 1.2 0.0 0.03 0.0 0.0 64S 2.54 0.0 3.34 0.0 -0.02 0.0 0.0 4.20 0.0 -0.52 0.0 0.4 0.0 0.03 0.0 0.0 65S -6.88 0.0 0.86 0.0 -27.51 0.0 0.0 28.37 0.0 -0.72 0.0 -0.4 0.0 0.05 0.0 0.0 66S -12.12 0.0 4.40 0.0 80.98 0.0 0.0 82.00 0.0 1.11 0.0 -0.0 0.0 0.05 0.0 0.0 Joint Support Reactions for Load Case "V": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -12.22 0.0 -12.50 0.0 129.02 0.0 0.0 130.20 0.0 -1.00 0.0 1.1 0.0 0.00 0.0 0.0 64S -4.07 0.0 4.36 0.0 -44.98 0.0 0.0 45.37 0.0 0.36 0.0 0.4 0.0 0.00 0.0 0.0 65S -4.61 0.0 -4.37 0.0 -47.85 0.0 0.0 48.27 0.0 -0.42 0.0 0.4 0.0 0.00 0.0 0.0 66S -12.21 0.0 11.95 0.0 126.09 0.0 0.0 127.24 0.0 1.02 0.0 1.0 0.0 0.00 0.0 0.0 Joint Support Reactions for Load Case "VA": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -4.79 0.0 -10.02 0.0 72.80 0.0 0.0 73.64 0.0 -0.09 0.0 0.9 0.0 0.04 0.0 0.0 64S -0.17 0.0 3.63 0.0 -25.69 0.0 0.0 25.94 0.0 0.07 0.0 0.6 0.0 0.01 0.0 0.0 65S -2.77 0.0 0.51 0.0 -8.42 0.0 0.0 8.88 0.0 -0.25 0.0 -0.2 0.0 0.01 0.0 0.0 66S -10.63 0.0 5.58 0.0 89.36 0.0 0.0 90.16 0.0 1.18 0.0 0.4 0.0 0.03 0.0 0.0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 38
Joint Support Reactions for Load Case "VIg": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -3.65 0.0 -8.49 0.0 56.20 0.0 0.0 56.95 0.0 0.06 0.0 0.7 0.0 0.04 0.0 0.0 64S 2.11 0.0 -0.61 0.0 2.83 0.0 0.0 3.58 0.0 0.10 0.0 0.3 0.0 -0.00 0.0 0.0 65S 0.84 0.0 1.55 0.0 18.55 0.0 0.0 18.63 0.0 0.22 0.0 -0.3 0.0 -0.01 0.0 0.0 66S -7.87 0.0 3.80 0.0 71.27 0.0 0.0 71.80 0.0 1.08 0.0 0.5 0.0 0.03 0.0 0.0 Joint Support Reactions for Load Case "VIfs": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -5.65 0.0 -14.63 0.0 99.53 0.0 0.0 100.76 0.0 0.01 0.0 1.3 0.0 0.07 0.0 0.0 64S -0.09 0.0 5.40 0.0 -42.60 0.0 0.0 42.94 0.0 0.23 0.0 1.0 0.0 0.02 0.0 0.0 65S -4.42 0.0 -0.49 0.0 -20.43 0.0 0.0 20.91 0.0 -0.35 0.0 -0.2 0.0 0.00 0.0 0.0 66S -14.08 0.0 6.46 0.0 120.18 0.0 0.0 121.17 0.0 1.79 0.0 0.7 0.0 0.05 0.0 0.0 Joint Support Reactions for Load Case "VIfi": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -5.51 0.0 -13.12 0.0 82.79 0.0 0.0 84.01 0.0 0.21 0.0 0.9 0.0 0.05 0.0 0.0 64S 0.12 0.0 3.90 0.0 -25.16 0.0 0.0 25.46 0.0 0.02 0.0 0.6 0.0 0.00 0.0 0.0 65S -4.63 0.0 1.22 0.0 -4.27 0.0 0.0 6.42 0.0 -0.20 0.0 -0.7 0.0 0.03 0.0 0.0 66S -14.22 0.0 4.74 0.0 103.32 0.0 0.0 104.41 0.0 1.62 0.0 0.2 0.0 0.07 0.0 0.0 Joint Support Reactions for Load Case "VIg2": 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) % % --------------------------------------------------------------------------------------------------------------- 63S -7.30 0.0 -10.74 0.0 94.48 0.0 0.0 95.37 0.0 -0.50 0.0 1.0 0.0 0.02 0.0 0.0 64S 5.77 0.0 -2.86 0.0 41.11 0.0 0.0 41.61 0.0 -0.46 0.0 -0.0 0.0 0.02 0.0 0.0 65S -0.28 0.0 1.83 0.0 6.84 0.0 0.0 7.09 0.0 -0.13 0.0 -0.2 0.0 0.01 0.0 0.0 66S -6.75 0.0 4.07 0.0 59.56 0.0 0.0 60.08 0.0 0.73 0.0 0.3 0.0 0.01 0.0 0.0 Joint Support Reactions for Load Case "VIfs2": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -9.31 0.0 -16.88 0.0 137.82 0.0 0.0 139.16 0.0 -0.56 0.0 1.7 0.0 0.05 0.0 0.0 64S 3.57 0.0 3.15 0.0 -4.31 0.0 0.0 6.42 0.0 -0.33 0.0 0.7 0.0 0.04 0.0 0.0 65S -5.54 0.0 -0.22 0.0 -32.14 0.0 0.0 32.61 0.0 -0.70 0.0 -0.1 0.0 0.02 0.0 0.0 66S -12.96 0.0 6.74 0.0 108.47 0.0 0.0 109.45 0.0 1.44 0.0 0.5 0.0 0.03 0.0 0.0 Joint Support Reactions for Load Case "VIfi2": 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) % % ----------------------------------------------------------------------------------------------------------------- 63S -9.17 0.0 -15.36 0.0 121.08 0.0 0.0 122.39 0.0 -0.36 0.0 1.3 0.0 0.03 0.0 0.0 64S 3.77 0.0 1.65 0.0 13.13 0.0 0.0 13.76 0.0 -0.55 0.0 0.3 0.0 0.02 0.0 0.0 65S -5.74 0.0 1.50 0.0 -15.99 0.0 0.0 17.05 0.0 -0.55 0.0 -0.5 0.0 0.04 0.0 0.0 66S -13.10 0.0 5.02 0.0 91.61 0.0 0.0 92.68 0.0 1.27 0.0 0.1 0.0 0.05 0.0 0.0 Joint Support Reactions for Load Case "VIIg": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -2.96 0.0 -4.63 0.0 30.36 0.0 0.0 30.85 0.0 0.08 0.0 0.2 0.0 0.02 0.0 0.0 64S 2.96 0.0 -4.63 0.0 30.36 0.0 0.0 30.85 0.0 0.08 0.0 -0.2 0.0 -0.02 0.0 0.0 65S 4.29 0.0 2.61 0.0 44.25 0.0 0.0 44.54 0.0 0.64 0.0 -0.4 0.0 -0.02 0.0 0.0 66S -4.29 0.0 2.61 0.0 44.25 0.0 0.0 44.54 0.0 0.64 0.0 0.4 0.0 0.02 0.0 0.0 Joint Support Reactions for Load Case "VIIfs": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -2.99 0.0 -4.91 0.0 30.68 0.0 0.0 31.22 0.0 0.12 0.0 0.2 0.0 0.02 0.0 0.0 64S 2.99 0.0 -4.91 0.0 30.68 0.0 0.0 31.22 0.0 0.12 0.0 -0.2 0.0 -0.02 0.0 0.0 65S 4.81 0.0 2.89 0.0 49.68 0.0 0.0 49.99 0.0 0.73 0.0 -0.4 0.0 -0.02 0.0 0.0 66S -4.81 0.0 2.89 0.0 49.68 0.0 0.0 49.99 0.0 0.73 0.0 0.4 0.0 0.02 0.0 0.0
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 39
Joint Support Reactions for Load Case "VIIfi": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -2.97 0.0 -4.90 0.0 30.44 0.0 0.0 30.98 0.0 0.12 0.0 0.2 0.0 0.02 0.0 0.0 64S 2.97 0.0 -4.90 0.0 30.44 0.0 0.0 30.98 0.0 0.12 0.0 -0.2 0.0 -0.02 0.0 0.0 65S 4.84 0.0 2.88 0.0 49.92 0.0 0.0 50.23 0.0 0.74 0.0 -0.4 0.0 -0.02 0.0 0.0 66S -4.84 0.0 2.88 0.0 49.92 0.0 0.0 50.23 0.0 0.74 0.0 0.4 0.0 0.02 0.0 0.0 Joint Support Reactions for Load Case "VIIg2": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -6.62 0.0 -6.88 0.0 68.65 0.0 0.0 69.31 0.0 -0.49 0.0 0.5 0.0 0.00 0.0 0.0 64S 6.62 0.0 -6.88 0.0 68.65 0.0 0.0 69.31 0.0 -0.49 0.0 -0.5 0.0 -0.00 0.0 0.0 65S 3.17 0.0 2.89 0.0 32.54 0.0 0.0 32.83 0.0 0.29 0.0 -0.3 0.0 -0.00 0.0 0.0 66S -3.17 0.0 2.89 0.0 32.54 0.0 0.0 32.83 0.0 0.29 0.0 0.3 0.0 0.00 0.0 0.0 Joint Support Reactions for Load Case "VIIfs2": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -6.65 0.0 -7.16 0.0 68.97 0.0 0.0 69.66 0.0 -0.45 0.0 0.5 0.0 0.01 0.0 0.0 64S 6.65 0.0 -7.16 0.0 68.97 0.0 0.0 69.66 0.0 -0.45 0.0 -0.5 0.0 -0.01 0.0 0.0 65S 3.69 0.0 3.16 0.0 37.97 0.0 0.0 38.28 0.0 0.38 0.0 -0.3 0.0 -0.01 0.0 0.0 66S -3.69 0.0 3.16 0.0 37.97 0.0 0.0 38.28 0.0 0.38 0.0 0.3 0.0 0.01 0.0 0.0 Joint Support Reactions for Load Case "VIIfi2": 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) % % -------------------------------------------------------------------------------------------------------------- 63S -6.63 0.0 -7.15 0.0 68.73 0.0 0.0 69.42 0.0 -0.44 0.0 0.5 0.0 0.01 0.0 0.0 64S 6.63 0.0 -7.15 0.0 68.73 0.0 0.0 69.42 0.0 -0.44 0.0 -0.5 0.0 -0.01 0.0 0.0 65S 3.72 0.0 3.16 0.0 38.21 0.0 0.0 38.52 0.0 0.39 0.0 -0.3 0.0 -0.01 0.0 0.0 66S -3.72 0.0 3.16 0.0 38.21 0.0 0.0 38.52 0.0 0.39 0.0 0.3 0.0 0.01 0.0 0.0 *** Weight of structure (N): Weight of Angles*Section DLF: 87241.3 Total: 87241.3 *** End of Report
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 40
6.- VERIFICACION DE MIEMBROS.
TD
1
SIE
PA
C-L
1-G
E-S
-MC-2
102 R
ev B
PA
G 4
1
Sección
Long. De Diseño
Capacidad
Capacidad a
Tornillos
BB
tTotal
La la Tensión
la compresión
Secc
Codigo
Kg
LC
Kg
LC
No
mm
mm
mm
Calidad
cm2
cm2
cm
Curva
Kg
Kg
Cort
mm
Kg
Kg
M-1
3,947
VIg
5,520
VIfs
160
60
6H
6.91
B5.23
70
60
118,399
20,506
13
12.7
12,237
15,665
M-2
6,846
VIfs
9,141
VIfs
160
60
6H
6.91
B5.23
75
64
118,399
19,944
13
12.7
12,237
15,665
M-2A
5,283
VIIfs
9,458
VIfs
160
60
6H
6.91
B5.23
75
64
118,399
19,944
13
12.7
12,237
15,665
M-2B
8,312
VIfs
8,056
VIfs
160
60
6H
6.91
B5.23
75
64
118,399
19,944
13
12.7
12,237
15,665
M-2C
5,895
VIfs
10,888
VIfs
160
60
6H
6.91
B5.23
75
64
118,399
19,944
13
12.7
12,237
15,665
M-2D
9,566
VIfs
7,498
VIIfs
160
60
6H
6.91
B5.23
75
64
118,399
19,944
13
12.7
12,237
15,665
M-2E
7,087
VIfs
11,512
VIfs
160
60
6H
6.91
B5.23
75
64
118,399
19,944
13
12.7
12,237
15,665
M-3
10,254
VIfs
14,816
VIfs
160
60
6H
6.91
B4.81
70
60
116,932
20,506
14
15.9
25,289
26,108
M-4
12,278
VIfs
13,213
VIfs
180
80
6H
9.35
B7.25
75
48
125,516
29,613
14
15.9
25,289
26,108
M-4A
10,734
IV COND3yCOND4 2C
17,969
VIfs
180
80
6H
9.35
B7.25
75
48
125,516
29,613
14
15.9
25,289
26,108
M-4B
14,382
VIfs
16,588
I1
80
80
6H
9.35
B7.25
75
48
125,516
29,613
14
15.9
25,289
26,108
M-4C
14,192
IV COND3yCOND4 2C
19,185
VIfs
180
80
6H
9.35
B7.25
75
48
125,516
29,613
14
15.9
25,289
26,108
M-4D
15,922
VIfs
20,295
I1
80
80
6H
9.35
B7.25
75
48
125,516
29,613
14
15.9
25,289
26,108
M-4E
16,220
IV COND3yCOND4 2C
20,452
I1
80
80
6H
9.35
B7.25
75
48
125,516
29,613
14
15.9
25,289
26,108
M-5
18,989
I24,881
I1
80
80
6H
9.35
B7.25
70
45
125,516
30,036
16
15.9
37,933
39,162
M-6
20,507
I26,926
I1
100100
6H
11.70
B9.60
156
40
133,784
33,275
26
15.9
75,867
39,162
M-7
21,247
I28,477
I1
100100
6H
11.70
B9.60
185
47
133,784
32,408
26
15.9
75,867
39,162
M-7A
22,001
I29,184
I1
100100
6H
11.70
B9.60
221
56
133,784
31,179
26
15.9
75,867
39,162
M-8
23,460
I30,861
I1
100100
7H
13.70
B11.25
263
67
139,590
38,354
26
15.9
75,867
45,689
M-8A
24,204
I32,102
I1
100100
7H
13.70
B11.25
313
80
139,590
34,541
26
15.9
75,867
45,689
M-8B
25,372
I33,316
I1
100100
7H
13.70
B11.25
375
63
139,590
39,248
26
15.9
75,867
45,689
D-A1
00
581
VIIg2
140
40
4H
3.08
B1.96
150
192
66,206
2,291
12
12.7
8,158
6,962
D-A
2,959
VIg
2,533
VIg
145
45
4H
3.49
B2.37
125
144
67,504
3,879
12
12.7
8,158
6,962
D-1
3,788
VIfs
3,629
VIIfs
145
45
4H
3.49
A2.93
205
118
39,277
4,963
12
12.7
8,158
6,962
D-2
2,971
IV COND3yCOND6 2C
3,184
IV COND3yCOND6 2C
140
40
4H
3.08
A2.52
212
136
47,979
3,352
11
12.7
4,079
3,481
D-2A
3,185
IV COND3yCOND6 2C
2,999
IV COND3yCOND6 2C
140
40
4H
3.08
A2.52
212
136
47,979
3,352
11
12.7
4,079
3,481
D-2B
3,007
IV COND3yCOND6 2C
3,163
IV COND3yCOND6 2C
140
40
4H
3.08
A2.52
212
136
47,979
3,352
11
12.7
4,079
3,481
D-3
3,154
VIfs
2,390
VIfs
140
40
4H
3.08
A2.52
205
132
47,979
3,583
11
12.7
4,079
3,481
D-4
3,151
IV COND3yCOND8 2C
3,560
IV COND3yCOND8 2C
145
45
4H
3.49
A2.79
212
122
48,837
4,725
11
15.9
6,322
4,351
D-4A
3,556
IV COND3yCOND8 2C
3,208
IV COND3yCOND8 2C
145
45
4H
3.49
A2.79
212
122
48,837
4,725
11
15.9
6,322
4,351
D-4B
3,236
IV COND3yCOND8 2C
3,519
IV COND3yCOND8 2C
145
45
4H
3.49
A2.79
212
122
48,837
4,725
11
15.9
6,322
4,351
D-5
4,209
VIfi
3,766
VIfi
145
45
4H
3.49
A2.79
205
118
38,837
4,963
11
15.9
6,322
4,351
D-6
3,651
VIfi
4,465
VIfs
145
45
4H
3.49
A2.93
226
83
39,277
6,747
12
12.7
8,158
6,962
D-7
3,777
VIfs
3,225
VIfi
145
45
4H
3.49
A2.93
269
99
39,277
5,862
12
12.7
8,158
6,962
D-8
2,781
VIfs
3,209
VIfs
145
45
4H
3.49
A2.93
320
118
39,277
4,968
11
12.7
4,079
3,481
D-9
2,755
VIfs
2,427
VIfs
145
45
4H
3.49
A2.93
382
140
49,277
3,568
11
12.7
4,079
3,481
D-10
2,101
VIfs
2,404
VIfs
150
50
4S
3.89
A3.33
455
150
47,579
3,500
11
12.7
4,079
3,100
D-11
2,087
VIfs
1,844
VIfs
150
50
4S
3.89
A3.33
543
179
47,579
2,455
11
12.7
4,079
3,100
L-1
706
IV HG1yCOND4 2C
700
IV HG1yCOND4 2C
140
40
4S
3.08
A2.52
103
132
45,735
3,583
11
12.7
4,079
3,100
L-2
3,463
IV COND3yCOND8 2C
3,480
IV COND3yCOND8 2C
145
45
4H
3.49
A2.79
106
122
48,837
4,725
11
15.9
6,322
4,351
L-2A
3,520
IV COND3yCOND8 2C
3,508
IV COND3yCOND8 2C
145
45
4H
3.49
A2.93
212
122
49,277
4,725
12
12.7
8,158
6,962
L-2B
3,509
IV COND3yCOND8 2C
3,514
IV COND3yCOND8 2C
145
45
4H
3.49
A2.93
212
122
49,277
4,725
12
12.7
8,158
6,962
L-2C
3,484
IV COND3yCOND8 2C
3,517
VIfs
145
45
4H
3.49
A2.79
106
122
48,837
4,725
11
15.9
6,322
4,351
L-3
3,107
IV COND3yCOND8 2C
3,175
VIfs
140
40
4H
3.08
A2.52
103
132
47,979
3,583
11
12.7
4,079
3,481
L-4
3,359
IV COND3 2C
3,410
VIfs
145
45
4H
3.49
A2.93
106
122
49,277
4,725
11
12.7
4,079
3,481
L-4A
3,423
IV COND5 2C
3,424
IV COND 4 1C
145
45
4H
3.49
A2.79
212
122
48,837
4,725
11
15.9
6,322
4,351
L-4B
3,449
IV COND 4 1C
3,413
IV COND5 2C
145
45
4H
3.49
A2.79
212
122
48,837
4,725
11
15.9
6,322
4,351
L-4C
3,361
IV COND5 2C
3,425
VIfs
145
45
4H
3.49
A2.93
106
122
49,277
4,725
11
12.7
4,079
3,481
L-5
3,089
IV COND3yCOND8 2C
3,345
VIfs
140
40
4H
3.08
A2.52
103
132
47,979
3,583
11
12.7
4,079
3,481
H.G.-1
3,282
VIg2
122
VIfs
140
40
4H
3.08
A2.52
564
155
48,865
2,574
11
12.7
4,079
3,481
H.G.-2
2,068
IV HG1yHG2 2C
6,082
VIg2
160
60
4H
4.71
A4.15
513
87
114,600
10,852
12
12.7
8,158
6,962
C.S.-1
6,657
VIfs2
749
IV HG2 1C
160
60
4H
4.71
A4.15
412
225
413,140
1,871
13
12.7
12,237
10,443
C.S.-2
3,162
IV COND3yCOND6 2C
9,424
VIfs2
160
60
6H
6.91
A5.86
387
68
218,559
17,293
12
15.9
12,644
13,054
C.INT.-1
4,728
IV COND3yCOND6 2C
1,146
IV COND3yCOND6 2C
160
60
4H
4.71
A4.15
412
225
413,140
1,871
13
12.7
12,237
10,443
C.INT.-2
3,000
IV COND5yCOND8 2C
6,413
IV COND5yCOND8 2C
160
60
6H
6.91
A5.86
387
68
218,559
17,293
12
15.9
12,644
13,054
C.INF.-1
7,252
VIfi
1,396
IV COND3yCOND8 2C
160
60
4H
4.71
A4.15
430
235
413,140
1,714
13
12.7
12,237
10,443
C.INF.-2
3,037
IV COND7 2C
9,703
VIfi2
160
60
6H
6.91
A5.86
407
72
218,559
16,837
12
15.9
12,644
13,054
H-1
3,279
VIfs2
1,235
VIg
150
50
4H
3.89
A3.33
150
153
410,544
3,341
12
12.7
8,158
6,962
H-2
320
IIIA
1,053
VIfs2
150
50
4H
3.89
A3.33
75
77
310,544
7,910
11
12.7
4,079
3,481
φCortante
Aplastamiento
Tensión
Compresión
Neta
Sección
L/r
ASCE
Cant.
Miembro
CARGA ULTIMA ACTUANTE
Dimensión del Angulo
Material
TD
1
SIE
PA
C-L
1-G
E-S
-MC-2
102 R
ev B
PA
G. 42
Sección
Long. De Diseño
Capacidad
Capacidad a
Tornillos
BB
tTotal
La la Tensión
la compresión
Secc
Codigo
Kg
LC
Kg
LC
No
mm
mm
mm
Calidad
cm2
cm2
cm
Curva
Kg
Kg
Cort
mm
Kg
Kg
H-3
2,065
IV COND 3 1C
5,797
VIfs2
160
60
4H
4.71
A4.15
75
64
113,140
13,196
12
12.7
8,158
6,962
H-4
1,829
VIfs
568
IV COND3yCOND6 2C
150
50
4H
3.89
A3.33
75
77
110,544
10,182
11
12.7
4,079
3,481
DH-1
1,684
IV COND3yCOND8 2C
1,691
IV COND3yCOND8 2C
140
40
4H
3.08
A2.52
106
136
47,979
3,352
11
12.7
4,079
3,481
H-5
3,484
IV COND5yCOND6 2C
00
150
50
4H
3.89
A3.33
150
153
410,544
3,341
12
12.7
8,158
6,962
H-6
233
IV COND3yCOND6 2C
842
IV COND3yCOND6 2C
140
40
4S
3.08
A2.52
75
96
15,735
5,526
11
12.7
4,079
3,100
H-7
1,936
IV COND 4 1C
4,714
IV COND5yCOND6 2C
160
60
4H
4.71
A4.15
75
64
113,140
13,196
12
12.7
8,158
6,962
H-8
1,218
IV COND 4 1C
512
IV COND5yCOND8 2C
150
50
4H
3.89
A3.33
75
77
110,544
10,182
12
12.7
8,158
6,962
DH-2
1,663
IV COND3yCOND6 2C
1,670
IV COND3yCOND6 2C
140
40
4H
3.08
A2.52
106
136
47,979
3,352
11
12.7
4,079
3,481
H-9
4,627
VIfi2
00
150
50
4H
3.89
A3.33
150
153
410,544
3,341
12
12.7
8,158
6,962
H-10
329
IV COND3yCOND8 2C
1,180
VIfi2
140
40
4S
3.08
A2.52
75
96
15,735
5,526
11
12.7
4,079
3,100
H-11
2,165
IV COND 5 1C
6,402
VIfi2
160
60
4H
4.71
A4.01
75
64
112,700
13,196
12
15.9
12,644
8,703
H-12
2,570
IV COND5 2C
2,702
VIfs
150
50
4H
3.89
A3.19
75
77
110,103
10,182
12
15.9
12,644
8,703
DH-3
1,903
VIfi
1,914
VIfi
140
40
4H
3.08
A2.52
106
136
47,979
3,352
11
12.7
4,079
3,481
12M-1
25,510
I33,699
I1
100100
7H
13.70
B11.25
350
59
139,590
40,293
26
15.9
75,867
45,689
12M-2
25,709
I34,209
I1
100100
7H
13.70
B11.25
303
77
139,590
35,342
26
15.9
75,867
45,689
12M-3
25,923
I34,601
I1
100100
7H
13.70
B11.25
310
71
139,590
37,233
26
15.9
75,867
45,689
12M-4
25,898
I34,986
I1
100100
7H
13.70
B11.25
146
48
139,590
42,782
26
15.9
75,867
45,689
12M-5
25,639
I35,060
I1
100100
7H
13.70
B11.25
101
51
139,590
42,094
26
15.9
75,867
45,689
12D-1
1,486
VIfs
1,479
VIfs
155
55
4S
4.26
A3.70
578
173
48,421
2,864
11
12.7
4,079
3,100
12D-2
1,260
VIfs
1,165
VIfs
155
55
4S
4.26
A3.70
602
180
48,421
2,637
11
12.7
4,079
3,100
12D-3
1,095
VIfs
864
VIfi
160
60
4S
4.71
A4.15
655
179
49,445
2,963
11
12.7
4,079
3,100
12D-4
742
VIfi
1,163
IIIA
160
60
4S
4.71
A4.15
336
142
49,445
4,672
11
12.7
4,079
3,100
12D-5
4,094
IA4,479
IA2
40
40
4H
6.16
A5.60
150
124
617,731
8,303
21
12.7
8,158
6,962
12D-6
2,443
IA2,341
IA1
45
45
4S
3.49
A2.93
229
168
66,669
3,134
11
12.7
4,079
3,100
12H-1
2,151
IA1,888
IIIA
150
50
4H
3.89
A3.33
190
194
610,544
2,863
11
12.7
4,079
3,481
12H-2
146
VIfi
321
IIIA
150
50
4H
3.89
A3.33
215
219
610,544
2,387
21
12.7
8,158
3,481
9M-1
25,627
I34,482
I1
100100
7H
13.70
B11.25
153
50
139,590
42,321
26
15.9
75,867
45,689
9M-2
25,533
I34,721
I1
100100
7H
13.70
B11.25
101
51
139,590
42,094
26
15.9
75,867
45,689
9D-1
801
VIfi
1,246
VIfs
155
55
4S
4.26
A3.70
314
145
48,421
4,055
11
12.7
4,079
3,100
9D-2
3,744
IA4,127
IA2
40
40
4H
6.16
A5.60
131
108
317,731
9,521
21
12.7
8,158
6,962
9D-3
1,773
IA1,648
IA1
45
45
4S
3.49
A2.93
228
168
66,669
3,153
11
12.7
4,079
3,100
9H-1
1,636
IA1,501
IA1
50
50
4H
3.89
A3.33
115
118
310,544
5,538
11
12.7
4,079
3,481
9H-2
161
VIfi
320
IIIA
150
50
4H
3.89
A3.33
214
218
610,544
2,405
21
12.7
8,158
3,481
6M-1
25,406
I34,149
I1
100100
7H
13.70
B11.25
179
46
139,590
43,216
26
15.9
75,867
45,689
6M-2
25,429
I34,410
I1
100100
7H
13.70
B11.25
76
38
139,590
44,435
26
15.9
75,867
45,689
6D-1
998
VIfi
1,382
VIfs
150
50
4S
3.89
A3.33
304
155
47,579
3,245
11
12.7
4,079
3,100
6D-2
3,628
IA4,018
IA2
40
40
4H
6.16
A5.60
94
77
317,731
12,442
21
12.7
8,158
6,962
6D-3
1,446
IA1,315
IA1
45
45
4S
3.49
A2.93
221
162
66,669
3,297
11
12.7
4,079
3,100
6H-1
1,476
IA1,341
IA1
50
50
4H
3.89
A3.33
105
107
310,544
6,057
11
12.7
4,079
3,481
6H-2
187
VIfi
311
VIfs
150
50
4H
3.89
A3.33
214
219
610,544
2,398
21
12.7
8,158
3,481
3M-1
25,044
I33,386
I1
100100
7H
13.70
B11.25
227
58
139,590
40,673
26
15.9
75,867
45,689
3M-2
25,280
I33,923
I1
100100
7H
13.70
B11.25
76
38
139,590
44,435
26
15.9
75,867
45,689
3D-1
1,249
VIfi
1,933
VIfs
155
55
4S
4.26
A3.70
311
144
48,421
4,124
11
12.7
4,079
3,100
3D-2
3,201
IA3,845
IIIA
240
40
4H
6.16
A5.60
80
66
317,731
13,447
21
12.7
8,158
6,962
3D-3
1,339
IIIA
903
IA1
45
45
4S
3.49
A2.93
221
162
66,669
3,297
11
12.7
4,079
3,100
3H-1
1,141
IA1,502
IIIA
145
45
4H
3.49
A2.93
94
108
39,277
5,398
11
12.7
4,079
3,481
3H-2
174
VIfi
316
VIfs
150
50
4H
3.89
A3.33
214
219
610,544
2,398
21
12.7
8,158
3,481
0H-1
1,054
VIfs
1,077
VIfi
155
55
4H
4.26
A3.70
214
198
611,715
3,029
21
12.7
8,158
3,481
PE 1
25,197
I33,172
I1
100100
7H
13.70
B11.25
135
68
139,590
37,933
26
15.9
75,867
45,689
PD 1
4,386
IA4,241
IA1
60
60
4S
4.71
A4.15
138
117
39,445
6,650
12
12.7
8,158
6,201
PE 11
24,299
I32,989
I1
100100
7H
13.70
B11.25
303
51
139,590
42,201
26
15.9
75,867
45,689
PD 11
3,780
IA3,218
IA1
60
60
4S
4.71
A4.15
321
90
39,445
7,793
12
12.7
8,158
6,201
PE 10
22,274
I32,171
I1
100100
7H
13.70
B11.25
202
51
139,590
42,094
26
15.9
75,867
45,689
PD 10
2,722
IA2,405
IA1
60
60
4S
4.71
A4.15
225
95
39,445
7,570
12
12.7
8,158
6,201
PE 9
22,913
I32,446
I1
100100
7H
13.70
B11.25
101
33
139,590
45,227
26
15.9
75,867
45,689
PD 9
1,989
I1,966
I1
60
60
4S
4.71
A4.15
137
58
39,445
8,952
12
12.7
8,158
6,201
PE 2
25,597
I35,090
I1
100100
7H
13.70
B11.25
202
51
139,590
42,094
26
15.9
75,867
45,689
PD 2
2,411
IA2,974
IIIA
160
60
4S
4.71
A4.15
308
168
59,445
3,862
12
12.7
8,158
6,201
Miembro
CARGA ULTIMA ACTUANTE
Dimensión del Angulo
Material
φCortante
Aplastamiento
Tensión
Compresión
Neta
Sección
L/r
ASCE
Cant.
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG 43
7.- REACCIONES.
CARGAS VERTICALES SOBRE LAS CIMENTACIONES [kg]
TORRE Compresión Tensión Cortante Cortante
Combinación Hipotesis Transversal Longitudinal
CON FACTORES DE CARGA (F.S.)
+12 TD112-3 Hip. I (Norm) 36744 -4956 -3864
+0 TD10C Hip. I (Norm) -27390 -3100 -2786
SIN FACTORES DE CARGA (F.S.)
+12 TD112-A Hip. I (Norm) 25125 -3383 -2655
+0 TD10D Hip. I (Norm) - 17785 -2024 -1814
Y
X
65 64
66 63
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 44
8.- DESPLAZAMIENTOS. Maximo desplazamientos por torre H+12m + 4 patas +6m:
MAXIMO DESPLAZAMIENTO DIR. X: 0.424 m NUDO 5P HP: IV COND 3 Y COND 4
MAXIMO DESPLAZAMIENTO DIR. Y: 0.546 m NUDO 5P HP: I
MAXIMO DESPLAZAMIENTO DIR. Z: -0.12 m NUDO 5X HP: I
Altura nudo 5P: 52.85m
DIR. X: 0.8 %
DIR. Y: 1.0 %
MAXIMO DESPLAZAMIENTO ADMITIDO POR TORRE DE SUSPENSION: 3%
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 45
9.- DISEÑO DE HIERRO DE ANCLAJE (STUB).
VERIFICACIÓN DEL STUB EN LA CIMENTACIÓN
ANSI/ASCE 10.90 - 1991 Par. 9.4.1
Carga de Compresión (Inclinada) Hipot. 1 C= 37,059 Kg
Carga de Arrancamiento (Inclinada) Hipot. 1 U= 27,625 Kg
Cortante resultante Hipot. 1 T= 1,609 Kg
ESCUADRA n. 6 L 102 x 70 x 7.9 Alg. 100 mmn. 0 L 102 x 70 x 7.9 Alg. 0 mm
MONTANTE L 102 x 102 x 7.9 A
Area Gruesa = 15.48 cm²Area Neta = 10.97 cm²
An = P/Fy + T/(0,75Fy) = sección mínima
Compresión Anc = 37,059 + 1,609 = 11.21 cm² 3,497 2,623
Arrancamiento Anu = 27,625 + 1,609 = 8.51 cm² 3,497 2,623
PERNO n. 3 Perno. 12.7 por 6 escuadras
Cortante t = 37,059 = 1,625 < 3,230 Kg/cm²0 tornillos a cortante doble. 22.8018 tornillos a cortante simple.
Aplastamiento p = 37,059 = 2,052 < 6,995 Kg/cm²18.06
L 102 x 7.9 Alg. 100
N. 3 ø 1/2 L 102 x 7.9 Alg. 0
32
170 35
35
L 102 x 7.9 A
170
170
L 102 x 7.9 A lg. 100170
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 46
10.- CALCULO DE TRAVESAÑOS DEL STUB (CLEATS).
VERIFICACIÓN DE LA ESCUADRA SEGÚN ESPECIFICACIÓN " ASCE MANUAL N° 52 "
GUIDE FOR DESIGN OF STEEL TRASMISSION TOWERS - Para. 9.9.2
Cálculo de compresión 37,059 Kg
Escuadra L 102 x 70 x 7.9A n. 6L 102 x 70 x 7.9 A n. 0
Montante L 102 x 102 x 7.9 A
Distribución de las presiones
(Presión de contacto)
f'c = 210 Kg/cm² solicitaciones de compresión
b1 = 10.0 cm longitud de la escuadra
b2 = 0.0 cm longitud de la escuadra
t = 0.79 cm espesor de la escuadrar = 0.95 cm radio de curvatura
1,19 f'c = 1,19 x 210 Kg/cm² = 250 Kg/cm²
X = t x Fy = 0.79 x 3,447 = 2.933 cm1,19 f'c 250
p =1,19 f'c x b ( t + r + X/2 ) x no.=
= 250 x 10 x ( 0.79 + 0.95 + 2.933/2 ) x 6 = 48,098 = 250 x 0 x ( 0.79 + 0.95 + 2.933/2 ) x 0 = 0
48,098 > 37,059 Kg
Distancias mínimas de la escuadra
2w = 2 x 7 = 14 cm 2 ≥ 17 cm(Ver. hoja anterior)
x r
1
1 2
TD1 SIEPAC-L1-GE-S-MC-2102 Rev B PAG. 47
VERIFICACION A LA FLEXION DE LA ESCUADRA
Seccion 1-1: Wp 1 = 0.79² /4 = 0.1560 cm³/cm
Wp= Modulo de resistencia elastica de la sección
Momento flexionante M = 250 x 2.933²/4 = 537.66 Kg cm/cm
Solicitación s = 537.656 3,446 < 3,497 Kg/cm²0.1560
Seccion 2-2: Wp 2 = 1.74² /6 = 0.505 cm³/cm
Momento torsionante M = (250 x 2.933/ 2)x(2.933 / 3+0.95) = 707 Kg cm/cm
250 x 0.95²/2 = 113 Kg cm/cm
820 Kg cm/cm
Solicitación s = 820 1,623 < 3,497 Kg/cm²0.505
VERIFICACIÓN; COMBINACIÓN DE CORTANTE + MOMENTO
Momento torsionante M = (250x2.933/2)x(2.933/3+1.74) = 996 Kg cm/cm
250 x 1.74²/2 = 378 Kg cm/cm
1,375 Kg cm/cm
M x b = 1,375 x 10.0 = 13,748 Kg cm
W= (2x1.267x6.7²+0x1.267x0^2+1x1.267x3.2²)/6.7= 18.91 cm³
s = 13,748 727 Kg/cm²18.91
Combinación de cortante + tracción
1,625 ² + 727 ² = 0.28 < 1.00
3230 ² 4894 ²
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