Indice - Grupo ICE › PEL › docsAdq › LPU... · C2-I-CON-0001-70620 Rev. D y las recomendaciones de la SECCION VI ESPECIFICACIONES TECNICAS, CAPITULO No. V ESPECIFICACIONES PARA

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.


+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


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.


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


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




163 Kg/m² 0 Kg/m²


FS= 1.5 FS= 1.2

HIP: IV CONTENCION DE FALLA HG 1 (1 Cto.)HIP: III VIENTO MAXIMO A 45°



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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2


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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2

HIP: IV CONTENCION DE FALLA COND 5 (1 Cto.) HIP: IV CONTENCION DE FALLA COND 7 (1 Cto.)



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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2


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




0 Kg/m² 0 Kg/m²


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.)



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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2


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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2




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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2


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


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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2

HIP: IV CONTENCION DE FALLA HG 1 (2 Ctos.) HIP: IV CONTENCION DE FALLA COND 3 (2 Ctos.)



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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2


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




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.7

HIP: V DESBALANCE LONGITUDINAL HIP: VI TENDIDO DE CABLES HG 1 (1 Cto)



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




0 Kg/m² 0 Kg/m²


FS= 1.7 FS= 1.7


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




0 Kg/m² 0 Kg/m²


FS= 1.7 FS= 1.7

HIP: VI TENDIDO DE CABLES HG 1 (2 Ctos) HIP: VI TENDIDO DE CABLES COND 3 (2 Ctos)



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




0 Kg/m² 0 Kg/m²


FS= 1.7 FS= 1.7


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




0 Kg/m² 0 Kg/m²


FS= 1.7 FS= 1.7

HIP: VII MANTENIMIENTO COND 3 (1 Cto.) HIP: VII MANTENIMIENTO COND 7 (1 Cto.)



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




0 Kg/m² 0 Kg/m²


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.)


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)


sector de torre

Grupo Ct

HG MENSULA

S bruta (m²)

Area neta St X (m²/m²)


Viento longitudinal



(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


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)


NIVEL +3

NIVEL +6

X (m²/m²)

Ctz (m)

k²sector de torre

GrupoArea neta St

S bruta (m²)


Viento longitudinal



(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)


EXT -3

sector de torre

GrupoArea neta St

S bruta (m²)

X (m²/m²)

Ctz (m)

EXT +4


Viento transversal



(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


HG 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



Viento transversal



(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


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


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)


Area neta StS bruta (m²)

X (m²/m²)

Ctsector de torre

Grupo

NIVEL +3

NIVEL +6

NIVEL +9

NIVEL +12


Viento transversal



(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)


Area neta StS bruta (m²)

X (m²/m²)

Ctsector de torre

Grupo

EXT -3

EXT +4

EXT +5

EXT +6


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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


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.


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


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%


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


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


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