1.- GENERALIDADES.€¦ · 2. normas 4 2.1. materiales 4 2.2. espesor minimo permitido 4 2.3....

TMD SIEPAC-L1-GE-S-MC-2402 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 9 5. OUTPUT 16 6. VERIFICACION DE MIEMBROS 33 7. REACCIONES 36 8. DESPLAZAMIENTOS 37 9. DISEÑO DE HIERRO DE ANCLAJE (STUB) 38 10. CALCULO DE TRAVESAÑOS DEL STUB (CLEATS) 39

- CUERPO BASICO DOC. NO. SIEPAC-L1-GE-S-PL-2400 2 DE 2 - HIERRO DE ANCLAJE (STUB) DOC. NO. SIEPAC-L1-GE-S-PL-2401

TMD SIEPAC-L1-GE-S-MC-2402 Rev B PAG. 2

1.- GENERALIDADES.

La presente memoria de calculo tiene por objeto desarrollar el diseño de la torre de suspension autosoportada tipo TMD. En el diseño se han considerado los diagramas de cargas de la Memoria de Calculo C2-I-CON-0006-71217 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 3.- Las cuatro extensiones iguales +4, +5 o +6.

Modelo 4 a 21 .- Dos extensiones +4, +5 o +6 combinadas con dos extensión mas cortas (-3).

VER MATRIZ DE CORRIDAS PARA DISEÑO ESTRUCTURAL.


+12 +9 +6 +3 ±0TMD126

1TMD125

2TMD124

3ARREGLO A TMD124A TMD04A

+4 4 16ARREGLO B TMD124B TMD04B

+4 5 17ARREGLO A TMD125A TMD05A

+5 6 18ARREGLO B TMD125B TMD05B

+5 7 19ARREGLO A TMD126A TMD96A TMD66A TMD36A TMD06A

+6 8 10 12 14 20ARREGLO B TMD126B TMD96B TMD66B TMD36B TMD06B

+6 9 11 13 15 21

EXT.+6 (+5) (+4) EXT.-3 EXT.-3 EXT.+6 (+5) (+4)

VIENTO VIENTOTRANSVERSAL TRANSVERSAL

EXT.+6 (+5) (+4) EXT.-3 EXT.-3 EXT.+6 (+5) (+4)

ARREGLO A

4

5

8

9

2

1

4 EXT. +5

3

ARREGLO B

4 EXT. +6 -

- -

- - -

-

-

- -

TORRE TMD MATRIZ DE CORRIDAS PARA DISEÑO ESTRUCTURAL

N I V E L E SPATAS

4 EXT. +4

- -

-

6

7

- -

- - -

- - -

- - -


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 150 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 " TMD " TORRE TIPO " TMD "USO :30° / 400 / 1500(-300) m USO :30° / 400 / 1500(-300) m

900(-360) 250 900(-360) 250 900 125 900 123

998 631 541 334

1 2 1 22747(-359)

500 2747(-359)

100 2747(-359)

247 2747(-359)

247

2233 2233 1254 1254

3 4 3 4

2747(-359)50

0 2747(-359)50

0 2747(-359)24

7 2747(-359)24

7

2233 2233 1254 1254

5 6 5 6

2747(-359)50

0 2747(-359)50

0 2747(-359)24

7 2747(-359)24

7

2233 2233 1254 1254

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


900 0 900 0 900 939

758 475 0

1 2 1 2

HIP: I VIENTO MAXIMO TRANSVERSAL 90° HIP: II VIENTO MAXIMO LONGITUDINALHIP: I-R VERTICALES REDUCIDAS HIP: II-R VERTICALES REDUCIDAS

2747(-359)0

2747(-359)0

274720

91

1756 1756 0

3 4 3 4

2747(-359)0

2747(-359)0

274720

91

1756 1756 0

5 6 5 6

2747(-359)0

2747(-359)0

274720

91

1756 1756 0

7 8 7 8




163 Kg/m² 0 Kg/m²


FS= 1.5 FS= 1.2

HIP: IVX1-0° AMARRE TEMPORALHIP: III VIENTO MAXIMO A 45°HIP: III-R VERTICALES REDUCIDAS



900 939 900 589 900 907 900 569

0 0 243 152

1 2 1 22747

2091

274720

912747

2020

274720

20

0 541 541

3 4 3 4

274720

912747

2091

274720

202747

2020

0 541 541

5 6 5 6

274720

912747

2091

274720

202747

2020

0 541 541

7 8 7 8




0 Kg/m² 0 Kg/m²


FS= 1.2 FS= 1.2


1479 657 900 0 900 0 900 0

0 0 0 0

1 2 1 2

HIP: IVX2-0° AMARRE TEMPORAL HIP: IVX2-30° AMARRE TEMPORAL

27470

27470

372914

642747

0

0 0 0 0

3 4 3 4

2747 0 2747 0 2747 0 2747 0

0 0 0 0

5 6 5 6

2747 0 2747 0 2747 0 2747 0

0 0 0 0

7 8 7 8




0 Kg/m² 0 Kg/m²


FS= 1.7 FS= 1.7

HIP: Vg-0° TENDIDO HIP: Vs-0° TENDIDO FASE SUPERIOR



900 0 900 0 1510 0

0 0 486

1 2 1 22747 0 2747 0 2747 0

0 0 1082

3 4 3 4

2747 0 2747 0 2747 0

0 0 1082

5 6 5 6

372914

642747

02747

0

0 0 1082

7 8 7 8




0 Kg/m² 0 Kg/m²


FS= 1.7 FS= 1.7


900 0 900

486 486

1 2 1 2

HIP: Vs-0° TENDIDO FASE INFERIOR HIP: VIg-30° MANTENIMIENTO

4096 0 2747 0

1082 1082

3 4 3 4

2747 0 2747 0

1082 1082

5 6 5 6

2747 0 4096 0

1082 1082

7 8 7 8




0 Kg/m² 0 Kg/m²


FS= 1.7 FS= 1.7

HIP: VIfs-30° MANTENIMIENTO HIP: VIfI-30° MANTENIMIENTO


TORRE TIPO " TMD " TORRE TIPO " TMD "

USO :30° / 400 / 1500(-300) m USO :30° / 400 / 1500(-300) m1510 0 900 900 0 900

486 305 486 305

1 2 1 22747 0 2747 0 4096 0 2747 0

1082 1082 1082 1082

3 3 3 4

2747 0 2747 0 2747 0 2747 0

1082 1082 1082 1082

5 5 5 6

2747 0 2747 0 2747 0 2747 0

1082 1082 1082 1082

7 8 7 8




0 Kg/m² 0 Kg/m²


FS= 1.7 FS= 1.7

TORRE TIPO " TMD "USO :30° / 400 / 1500(-300) m

900 0 900

486 305

1 2

HIP: VIg2-30° MANTENIMIENTO HIP: VIfs2-30° MANTENIMIENTO

2747 0 2747 0

1082 1082

3 4

2747 0 2747 0

1082 1082

5 6

4096 0 2747 0

1082 1082

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: VIfI2-30° MANTENIMIENTO


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 0.06 4 2 0.480CORD SUP 0.045 5.022 2 0.452CORD INF 0.06 5.21 2 0.625

DIAG 0.045 2.6 2 0.234DIAG 0.045 3.4 2 0.306

TRAV. SUP 0.05 2.2 1 0.110TRAV. INF 0.06 2.2 1 0.132

MONT 0.06 1.5 2 0.180CORD SUP 0.06 4.32 2 0.518CORD INF 0.06 4.05 2 0.486

DIAG 0.06 2.66 2 0.319TRAV. SUP 0.06 2.2 1 0.132TRAV. INF 0.06 2.2 1 0.132ARRIOST 0.04 11.4 2 0.912

∑ = 5.02 15.53 0.32 3.2 1 775 171

MONT 0.09 5.9 2 1.062DIAG 0.06 6.22 2 0.746

CORD SUP 0.06 4.32 2 0.518CORD INF 0.06 4.05 2 0.486

DIAG 0.06 2.66 2 0.319TRAV. SUP 0.06 2.2 1 0.132TRAV. INF 0.06 2.2 1 0.132ARRIOST 0.04 5.8 2 0.464

∑ = 3.86 12.98 0.3 3.2 1 596 155

MONT 0.1 5.9 2 1.180DIAG 0.065 6.22 2 0.809

CORD SUP 0.06 4.5 2 0.540CORD INF 0.06 4.1 2 0.492

DIAG 0.065 2.66 2 0.346TRAV. SUP 0.06 2.2 1 0.132TRAV. INF 0.065 2.2 1 0.143ARRIOST 0.04 1.1 2 0.088ARRIOST 0.04 5.8 2 0.464

∑ = 4.19 12.98 0.32 3.2 1 647 130

MONT 0.127 4.751 2 1.207DIAG 0.06 7.305 2 0.877DIAG

ARRIOST 0.04 5.7 2 0.456

∑ = 2.54 13.2 0.19 3.2 1 392 138

MONT 0.127 7.464 2 1.896MONTDIAG 0.07 11.48 2 1.607DIAG

ARRIOST 0.04 10.2 2 0.816TRAV 0.05 5.428 1 0.271

∑ = 4.59 32.57 0.14 3.2 1 708 89

z (m)Ct

S bruta (m²)

k² At (kg)

Carga en c/u de

4 nudos

Area neta St X (m²/m²)

TRONCO SUP 1/2

MENSULA

sector de

torreGrupo

HG MENSULA

TRONCO SUP 2/2

MENSULA

TRONCO 1/2 INF

TRONCO 2/2 INF


Viento longitudinal



(m) (m) n (m²)

MONT 0.127 3.054 2 0.776DIAG 0.065 3.382 2 0.440DIAG 0.05 2.8 2 0.280DIAG 0.045 1.1 2 0.099TRAV. 0.05 5.966 1 0.298

ARRIOST 0.05 2.7 2 0.270ARRIOST 0.04 6 2 0.480

∑ = 2.64 17.49 0.15 3.2 1 408 51


ARRIOST 0.05 5.7 2 0.570ARRIOST 0.045 1.7 2 0.153ARRIOST 0.04 7.2 2 0.576

∑ = 4.77 37.41 0.13 3.2 1 737 92

MONT 0.127 9.161 2 2.327DIAG 0.075 7.916 2 1.187DIAG 0.075 4.378 2 0.657DIAG 0.05 2.8 2 0.280DIAG 0.045 1.8 2 0.162TRAV. 0.05 7.512 1 0.376


∑ = 6.79 59.74 0.11 3.2 1 1048 131


ARRIOST 0.055 3.5 2 0.385ARRIOST 0.05 10.1 2 1.010ARRIOST 0.045 3.2 2 0.288ARRIOST 0.04 7.6 2 0.608

∑ = 9.25 84.5 0.11 3.2 1 1427 178

At (kg)

Carga en c/u de

4 nudos

NIVEL +3

NIVEL +6

NIVEL +9

NIVEL +12

X (m²/m²) Ct z

(m) k²sector

de torre

GrupoArea neta St S

bruta (m²)


Viento longitudinal



(m) (m) n (m²)

MONT 0.127 2.036 2 0.517DIAG 0.075 3.601 2 0.540

ARRIOST 0.045 1.5 2 0.135ARRIOST 0.04 1.1 2 0.088

∑ = 1.28 5.43 0.24 3.2 1 198 25

MONT 0.127 8.14 2 2.068MONT 0.127 1.04 2 0.264DIAG 0.075 8.53 2 1.280DIAG 0.075 1.53 2 0.230

ARRIOST 0.045 14.26 2 1.283ARRIOST 0.04 4 2 0.320ARRIOST 0.05 1.58 2 0.158ARRIOST 0.035 2.85 2 0.200ARRIOST 0.035 0.67 2 0.047

∑ = 5.849 15.5 0.38 3.2 1 898 225



∑ = 6.295 16 0.39 3.2 1 967 242



∑ = 6.802 16.46 0.41 3.2 1 1045 261

EXT +4

EXT +5

EXT +6

EXT -3

k² At (kg)

Carga en c/u de

4 nudos

sector de

torreGrupo

Area neta St S bruta (m²)

X (m²/m²) Ct z

(m)


Viento transversal



(m) (m) n (m²)

MONT 0.06 4 2 0.480CORD SUP 0.045 1.1 2 0.099CORD INF 0.06 1.78 2 0.214

DIAG 0.045 3.406 2 0.307TRAV. SUP 0.05 2.2 1 0.110TRAV. INF 0.04 2.2 1 0.088

MONT 0.06 1.5 2 0.180CORD SUP 0.06 1.86 2 0.223CORD INF 0.06 1.1 2 0.132TRAV. SUP 0.05 2.2 1 0.110TRAV. INF 0.04 2.2 1 0.088ARRIOST 0.045 6 1 0.270ARRIOST 0.04 11.1 2 0.888

∑ = 3.19 12.1 0.26 3.2 1 492 116

MONT 0.09 5.9 2 1.062DIAG 0.06 6.223 2 0.747

CORD SUP 0.06 1.86 2 0.223CORD INF 0.06 1.1 2 0.132TRAV. SUP 0.05 2.2 1 0.110TRAV. INF 0.04 2.2 1 0.088ARRIOST 0.04 3.75 2 0.300ARRIOST 0.04 3.6 1 0.144

∑ = 2.81 12.98 0.22 3.2 1 433 112

MONT 0.1 5.9 2 1.180DIAG 0.065 6.223 2 0.809

CORD SUP 0.06 1.1 2 0.132CORD INF 0.06 1.86 2 0.223TRAV. SUP 0.05 2.2 1 0.110TRAV. INF 0.065 2.2 1 0.143ARRIOST 0.04 4.85 2 0.388

∑ = 2.99 12.95 0.23 3.2 1 461 107

MONT 0.127 4.751 2 1.207DIAG 0.06 7.305 2 0.877

ARRIOST 0.04 5.7 2 0.456

∑ = 2.54 13.2 0.19 3.2 1 392 138

MONT 0.127 7.464 2 1.896DIAG 0.07 11.48 2 1.607

ARRIOST 0.04 10.2 2 0.816TRAV 0.055 5.428 1 0.299

∑ = 4.62 32.57 0.14 3.2 1 712 89

TRONCO SUP 2/2

MENSULA

TRONCO 1/2 INF

Carga en c/u de

4 nudosCt z

(m)

TRONCO SUP 1/2

MENSULA

k² At (kg)Grupo


X (m²/m²)

HG MENSULA

sector de

torre

TRONCO 2/2 INF


Viento transversal



(m) (m) n (m²)


ARRIOST 0.05 2.7 2 0.270ARRIOST 0.04 6 2 0.480

∑ = 2.64 17.43 0.15 3.2 1 408 51



∑ = 4.77 37.41 0.13 3.2 1 737 92



∑ = 6.79 59.74 0.11 3.2 1 1048 131


ARRIOST 0.055 3.5 2 0.385ARRIOST 0.05 10.1 2 1.010ARRIOST 0.045 3.2 2 0.288ARRIOST 0.04 7.6 2 0.608

∑ = 9.25 84.5 0.11 3.2 1 1427 178

sector de

torreGrupo

NIVEL +3

NIVEL +6

NIVEL +9

NIVEL +12

At (kg)

Carga en c/u de

4 nudos


X (m²/m²) Ct z

(m) k²


Viento transversal



(m) (m) n (m²)

MONT 0.127 2.036 2 0.517DIAG 0.075 3.601 2 0.540

ARRIOST 0.045 1.5 2 0.135ARRIOST 0.04 1.1 2 0.088

∑ = 1.28 5.43 0.24 3.2 1 198 25



∑ = 5.849 15.5 0.38 3.2 1 898 225



∑ = 6.295 16 0.39 3.2 1 967 242



∑ = 6.802 16.46 0.41 3.2 1 1045 261

EXT +4

EXT +5

EXT +6

sector de

torre

z (m) k² At

(kg)

Carga en c/u de

4 nudos


X (m²/m²) CtGrupo

EXT -3


5.- OUTPUT ******************************************************************************* * * * TOWER - Analysis and Design - Copyright Power Line Systems, Inc. 1986-2006 * * * ******************************************************************************* Project Name : Project Notes: Project File : d:\my documents\tmd\tmd-ramon\extensiones +4 +5 +6 nuevas combinaciones\tmd126.tow Date run : 5:47:18 PM Friday, April 04, 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 XY-Symmetry 1.1 1.1 17.3 Free Free Free Free Free Free 2P XY-Symmetry 1.1 1.1 0 Free Free Free Free Free Free 3P XY-Symmetry 2.714 2.714 -12 Free Free Free Free Free Free 4P X-Symmetry 0 6 17.3 Free Free Free Free Free Free 5P X-Symmetry 0 5 11.8 Free Free Free Free Free Free 6P X-Symmetry 0 5 5.9 Free Free Free Free Free Free 7P X-Symmetry 0 5.2 0 Free Free Free Free Free Free 8P None 5.404 4.405 -32 Free Free Free Free Free Free 8AP None 4.405 5.404 -32 Free Free Free Free Free Free 9P None 5.404 -4.405 -32 Free Free Free Free Free Free 9AP None 4.405 -5.404 -32 Free Free Free Free Free Free 10P None -5.404 -4.405 -32 Free Free Free Free Free Free 10AP None -4.405 -5.404 -32 Free Free Free Free Free Free 11P None -5.404 4.405 -32 Free Free Free Free Free Free 11AP None -4.405 5.404 -32 Free Free Free Free Free Free 1X X-GenXY 1.1 -1.1 17.3 Free Free Free Free Free Free 1XY XY-GenXY -1.1 -1.1 17.3 Free Free Free Free Free Free 1Y Y-GenXY -1.1 1.1 17.3 Free Free Free Free Free Free 2X X-GenXY 1.1 -1.1 0 Free Free Free Free Free Free 2XY XY-GenXY -1.1 -1.1 0 Free Free Free Free Free Free 2Y Y-GenXY -1.1 1.1 0 Free Free Free Free Free Free 3X X-GenXY 2.714 -2.714 -12 Free Free Free Free Free Free 3XY XY-GenXY -2.714 -2.714 -12 Free Free Free Free Free Free 3Y Y-GenXY -2.714 2.714 -12 Free Free Free Free Free Free 4X X-Gen 0 -6 17.3 Free Free Free Free Free Free 5X X-Gen 0 -5 11.8 Free Free Free Free Free Free 6X X-Gen 0 -5 5.9 Free Free Free Free Free Free 7X X-Gen 0 -5.2 0 Free Free Free Free Free Free Secondary Joints: Joint Symmetry Origin End Fraction Elevation X Disp. Y Disp. Z Disp. X Rot. Y Rot. Z Rot. Label Code Joint Joint Rest. Rest. Rest. Rest. Rest. Rest. (m) --------------------------------------------------------------------------------------------------------- 21S XY-Symmetry 1P 2P 0 15.9 Free Free Free Free Free Free 22S XY-Symmetry 1P 2P 0 14.6 Free Free Free Free Free Free 23S XY-Symmetry 1P 2P 0 13.3 Free Free Free Free Free Free 24S XY-Symmetry 1P 2P 0 12.55 Free Free Free Free Free Free 25S XY-Symmetry 1P 2P 0 11.8 Free Free Free Free Free Free 26S XY-Symmetry 1P 2P 0 10.7 Free Free Free Free Free Free 27S XY-Symmetry 1P 2P 0 9.6 Free Free Free Free Free Free 28S XY-Symmetry 1P 2P 0 8.5 Free Free Free Free Free Free 29S XY-Symmetry 1P 2P 0 7.4 Free Free Free Free Free Free 30S XY-Symmetry 1P 2P 0 6.65 Free Free Free Free Free Free 31S XY-Symmetry 1P 2P 0 5.9 Free Free Free Free Free Free 32S XY-Symmetry 1P 2P 0 4.8 Free Free Free Free Free Free 33S XY-Symmetry 1P 2P 0 3.7 Free Free Free Free Free Free 34S XY-Symmetry 1P 2P 0 2.6 Free Free Free Free Free Free 35S XY-Symmetry 1P 2P 0 1.5 Free Free Free Free Free Free 36S XY-Symmetry 1P 2P 0 0.75 Free Free Free Free Free Free 37S XY-Symmetry 2P 3P 0 -2.071 Free Free Free Free Free Free 38S XY-Symmetry 2P 3P 0 -4.667 Free Free Free Free Free Free 39S XY-Symmetry 2P 3P 0 -7.92 Free Free Free Free Free Free 40S XY-Symmetry 2P 3P 0 -17 Free Free Free Free Free Free


41S XY-Symmetry 2P 3P 0 -22.75 Free Free Free Free Free Free 42S XY-Symmetry 2P 3P 0 -24 Free Free Free Free Free Free 43S Y-Symmetry 21S 21X 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 23S 23Y 0.5 0 Free Free Free Free Free Free 46S Y-Symmetry 25S 25X 0.5 0 Free Free Free Free Free Free 47S X-Symmetry 25S 25Y 0.5 0 Free Free Free Free Free Free 48S X-Symmetry 29S 29Y 0.5 0 Free Free Free Free Free Free 49S Y-Symmetry 31S 31X 0.5 0 Free Free Free Free Free Free 50S X-Symmetry 31S 31Y 0.5 0 Free Free Free Free Free Free 51S X-Symmetry 35S 35Y 0.5 0 Free Free Free Free Free Free 52S Y-Symmetry 2P 2X 0.5 0 Free Free Free Free Free Free 53S X-Symmetry 2P 2Y 0.5 0 Free Free Free Free Free Free 54S XY-Symmetry 41S 41X 0.2 0 Free Free Free Free Free Free 55S Y-Symmetry 41S 41X 0.5 0 Free Free Free Free Free Free 56S XY-Symmetry 41S 41Y 0.2 0 Free Free Free Free Free Free 57S X-Symmetry 41S 41Y 0.5 0 Free Free Free Free Free Free 58S XY-Symmetry 55S 56S 0.3571 0 Free Free Free Free Free Free 59S XY-Symmetry 55S 56S 0.7143 0 Free Free Free Free Free Free 60S XY-Symmetry 54S 57S 0.6429 0 Free Free Free Free Free Free 61S XY-Symmetry 42S 42X 0.3135 0 Free Free Free Free Free Free 62S XY-Symmetry 42S 42Y 0.3135 0 Free Free Free Free Free Free 63S None 2P 3P 0 -35 Fixed Fixed Fixed Fixed Fixed Fixed 63AS None 2P 3P 0 -32 Free Free Free Free Free Free 64S None 2X 3X 0 -35 Fixed Fixed Fixed Fixed Fixed Fixed 64AS None 2X 3X 0 -32 Free Free Free Free Free Free 65S None 2XY 3XY 0 -35 Fixed Fixed Fixed Fixed Fixed Fixed 65AS None 2XY 3XY 0 -32 Free Free Free Free Free Free 66S None 2Y 3Y 0 -35 Fixed Fixed Fixed Fixed Fixed Fixed 66AS None 2Y 3Y 0 -32 Free Free Free Free Free Free 42SF0.17S None 42S 63AS 0.1667 0 Free Free Free Free Free Free 42SF0.33S None 42S 63AS 0.3333 0 Free Free Free Free Free Free 42SF0.50S None 42S 63AS 0.5 0 Free Free Free Free Free Free 42SF0.67S None 42S 63AS 0.6667 0 Free Free Free Free Free Free 42SF0.83S None 42S 63AS 0.8333 0 Free Free Free Free Free Free 61SF0.17S None 61S 8P 0.1667 0 Free Free Free Free Free Free 61SF0.33S None 61S 8P 0.3333 0 Free Free Free Free Free Free 61SF0.50S None 61S 8P 0.5 0 Free Free Free Free Free Free 61SF0.67S None 61S 8P 0.6667 0 Free Free Free Free Free Free 61SF0.83S None 61S 8P 0.8333 0 Free Free Free Free Free Free 62SF0.17S None 62S 8AP 0.1667 0 Free Free Free Free Free Free 62SF0.33S None 62S 8AP 0.3333 0 Free Free Free Free Free Free 62SF0.50S None 62S 8AP 0.5 0 Free Free Free Free Free Free 62SF0.67S None 62S 8AP 0.6667 0 Free Free Free Free Free Free 62SF0.83S None 62S 8AP 0.8333 0 Free Free Free Free Free Free 42XF0.17S None 42X 64AS 0.1667 0 Free Free Free Free Free Free 42XF0.33S None 42X 64AS 0.3333 0 Free Free Free Free Free Free 42XF0.50S None 42X 64AS 0.5 0 Free Free Free Free Free Free 42XF0.67S None 42X 64AS 0.6667 0 Free Free Free Free Free Free 42XF0.83S None 42X 64AS 0.8333 0 Free Free Free Free Free Free 62XF0.17S None 62X 9AP 0.1667 0 Free Free Free Free Free Free 62XF0.33S None 62X 9AP 0.3333 0 Free Free Free Free Free Free 62XF0.50S None 62X 9AP 0.5 0 Free Free Free Free Free Free 62XF0.67S None 62X 9AP 0.6667 0 Free Free Free Free Free Free 62XF0.83S None 62X 9AP 0.8333 0 Free Free Free Free Free Free 61XF0.17S None 61X 9P 0.1667 0 Free Free Free Free Free Free 61XF0.33S None 61X 9P 0.3333 0 Free Free Free Free Free Free 61XF0.50S None 61X 9P 0.5 0 Free Free Free Free Free Free 61XF0.67S None 61X 9P 0.6667 0 Free Free Free Free Free Free 61XF0.83S None 61X 9P 0.8333 0 Free Free Free Free Free Free 62XYF0.17S None 62XY 10AP 0.1667 0 Free Free Free Free Free Free 62XYF0.33S None 62XY 10AP 0.3333 0 Free Free Free Free Free Free 62XYF0.50S None 62XY 10AP 0.5 0 Free Free Free Free Free Free 62XYF0.67S None 62XY 10AP 0.6667 0 Free Free Free Free Free Free 62XYF0.83S None 62XY 10AP 0.8333 0 Free Free Free Free Free Free 42XYF0.17S None 42XY 65AS 0.1667 0 Free Free Free Free Free Free 42XYF0.33S None 42XY 65AS 0.3333 0 Free Free Free Free Free Free 42XYF0.50S None 42XY 65AS 0.5 0 Free Free Free Free Free Free 42XYF0.67S None 42XY 65AS 0.6667 0 Free Free Free Free Free Free 42XYF0.83S None 42XY 65AS 0.8333 0 Free Free Free Free Free Free 61XYF0.17S None 61XY 10P 0.1667 0 Free Free Free Free Free Free 61XYF0.33S None 61XY 10P 0.3333 0 Free Free Free Free Free Free 61XYF0.50S None 61XY 10P 0.5 0 Free Free Free Free Free Free 61XYF0.67S None 61XY 10P 0.6667 0 Free Free Free Free Free Free 61XYF0.83S None 61XY 10P 0.8333 0 Free Free Free Free Free Free 61YF0.17S None 61Y 11P 0.1667 0 Free Free Free Free Free Free 61YF0.33S None 61Y 11P 0.3333 0 Free Free Free Free Free Free 61YF0.50S None 61Y 11P 0.5 0 Free Free Free Free Free Free 61YF0.67S None 61Y 11P 0.6667 0 Free Free Free Free Free Free 61YF0.83S None 61Y 11P 0.8333 0 Free Free Free Free Free Free 62YF0.17S None 62Y 11AP 0.1667 0 Free Free Free Free Free Free 62YF0.33S None 62Y 11AP 0.3333 0 Free Free Free Free Free Free 62YF0.50S None 62Y 11AP 0.5 0 Free Free Free Free Free Free 62YF0.67S None 62Y 11AP 0.6667 0 Free Free Free Free Free Free 62YF0.83S None 62Y 11AP 0.8333 0 Free Free Free Free Free Free 42YF0.17S None 42Y 66AS 0.1667 0 Free Free Free Free Free Free 42YF0.33S None 42Y 66AS 0.3333 0 Free Free Free Free Free Free 42YF0.50S None 42Y 66AS 0.5 0 Free Free Free Free Free Free 42YF0.67S None 42Y 66AS 0.6667 0 Free Free Free Free Free Free 42YF0.83S None 42Y 66AS 0.8333 0 Free Free Free Free Free Free


061SF0.50S XY-Symmetry 61S 62S 0.5 0 Free Free Free Free Free Free 21X X-GenXY 1P 2P 0 15.9 Free Free Free Free Free Free 21XY XY-GenXY 1P 2P 0 15.9 Free Free Free Free Free Free 21Y Y-GenXY 1P 2P 0 15.9 Free Free Free Free Free Free 22X X-GenXY 1P 2P 0 14.6 Free Free Free Free Free Free 22XY XY-GenXY 1P 2P 0 14.6 Free Free Free Free Free Free 22Y Y-GenXY 1P 2P 0 14.6 Free Free Free Free Free Free 23X X-GenXY 1P 2P 0 13.3 Free Free Free Free Free Free 23XY XY-GenXY 1P 2P 0 13.3 Free Free Free Free Free Free 23Y Y-GenXY 1P 2P 0 13.3 Free Free Free Free Free Free 24X X-GenXY 1P 2P 0 12.55 Free Free Free Free Free Free 24XY XY-GenXY 1P 2P 0 12.55 Free Free Free Free Free Free 24Y Y-GenXY 1P 2P 0 12.55 Free Free Free Free Free Free 25X X-GenXY 1P 2P 0 11.8 Free Free Free Free Free Free 25XY XY-GenXY 1P 2P 0 11.8 Free Free Free Free Free Free 25Y Y-GenXY 1P 2P 0 11.8 Free Free Free Free Free Free 26X X-GenXY 1P 2P 0 10.7 Free Free Free Free Free Free 26XY XY-GenXY 1P 2P 0 10.7 Free Free Free Free Free Free 26Y Y-GenXY 1P 2P 0 10.7 Free Free Free Free Free Free 27X X-GenXY 1P 2P 0 9.6 Free Free Free Free Free Free 27XY XY-GenXY 1P 2P 0 9.6 Free Free Free Free Free Free 27Y Y-GenXY 1P 2P 0 9.6 Free Free Free Free Free Free 28X X-GenXY 1P 2P 0 8.5 Free Free Free Free Free Free 28XY XY-GenXY 1P 2P 0 8.5 Free Free Free Free Free Free 28Y Y-GenXY 1P 2P 0 8.5 Free Free Free Free Free Free 29X X-GenXY 1P 2P 0 7.4 Free Free Free Free Free Free 29XY XY-GenXY 1P 2P 0 7.4 Free Free Free Free Free Free 29Y Y-GenXY 1P 2P 0 7.4 Free Free Free Free Free Free 30X X-GenXY 1P 2P 0 6.65 Free Free Free Free Free Free 30XY XY-GenXY 1P 2P 0 6.65 Free Free Free Free Free Free 30Y Y-GenXY 1P 2P 0 6.65 Free Free Free Free Free Free 31X X-GenXY 1P 2P 0 5.9 Free Free Free Free Free Free 31XY XY-GenXY 1P 2P 0 5.9 Free Free Free Free Free Free 31Y Y-GenXY 1P 2P 0 5.9 Free Free Free Free Free Free 32X X-GenXY 1P 2P 0 4.8 Free Free Free Free Free Free 32XY XY-GenXY 1P 2P 0 4.8 Free Free Free Free Free Free 32Y Y-GenXY 1P 2P 0 4.8 Free Free Free Free Free Free 33X X-GenXY 1P 2P 0 3.7 Free Free Free Free Free Free 33XY XY-GenXY 1P 2P 0 3.7 Free Free Free Free Free Free 33Y Y-GenXY 1P 2P 0 3.7 Free Free Free Free Free Free 34X X-GenXY 1P 2P 0 2.6 Free Free Free Free Free Free 34XY XY-GenXY 1P 2P 0 2.6 Free Free Free Free Free Free 34Y Y-GenXY 1P 2P 0 2.6 Free Free Free Free Free Free 35X X-GenXY 1P 2P 0 1.5 Free Free Free Free Free Free 35XY XY-GenXY 1P 2P 0 1.5 Free Free Free Free Free Free 35Y Y-GenXY 1P 2P 0 1.5 Free Free Free Free Free Free 36X X-GenXY 1P 2P 0 0.75 Free Free Free Free Free Free 36XY XY-GenXY 1P 2P 0 0.75 Free Free Free Free Free Free 36Y Y-GenXY 1P 2P 0 0.75 Free Free Free Free Free Free 37X X-GenXY 2P 3P 0 -2.071 Free Free Free Free Free Free 37XY XY-GenXY 2P 3P 0 -2.071 Free Free Free Free Free Free 37Y Y-GenXY 2P 3P 0 -2.071 Free Free Free Free Free Free 38X X-GenXY 2P 3P 0 -4.667 Free Free Free Free Free Free 38XY XY-GenXY 2P 3P 0 -4.667 Free Free Free Free Free Free 38Y Y-GenXY 2P 3P 0 -4.667 Free Free Free Free Free Free 39X X-GenXY 2P 3P 0 -7.92 Free Free Free Free Free Free 39XY XY-GenXY 2P 3P 0 -7.92 Free Free Free Free Free Free 39Y Y-GenXY 2P 3P 0 -7.92 Free Free Free Free Free Free 40X X-GenXY 2P 3P 0 -17 Free Free Free Free Free Free 40XY XY-GenXY 2P 3P 0 -17 Free Free Free Free Free Free 40Y Y-GenXY 2P 3P 0 -17 Free Free Free Free Free Free 41X X-GenXY 2P 3P 0 -22.75 Free Free Free Free Free Free 41XY XY-GenXY 2P 3P 0 -22.75 Free Free Free Free Free Free 41Y Y-GenXY 2P 3P 0 -22.75 Free Free Free Free Free Free 42X X-GenXY 2P 3P 0 -24 Free Free Free Free Free Free 42XY XY-GenXY 2P 3P 0 -24 Free Free Free Free Free Free 42Y Y-GenXY 2P 3P 0 -24 Free Free Free Free Free Free 43Y Y-Gen 21S 21X 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 23S 23Y 0.5 0 Free Free Free Free Free Free 46Y Y-Gen 25S 25X 0.5 0 Free Free Free Free Free Free 47X X-Gen 25S 25Y 0.5 0 Free Free Free Free Free Free 48X X-Gen 29S 29Y 0.5 0 Free Free Free Free Free Free 49Y Y-Gen 31S 31X 0.5 0 Free Free Free Free Free Free 50X X-Gen 31S 31Y 0.5 0 Free Free Free Free Free Free 51X X-Gen 35S 35Y 0.5 0 Free Free Free Free Free Free 52Y Y-Gen 2P 2X 0.5 0 Free Free Free Free Free Free 53X X-Gen 2P 2Y 0.5 0 Free Free Free Free Free Free 54X X-GenXY 41S 41X 0.2 0 Free Free Free Free Free Free 54XY XY-GenXY 41S 41X 0.2 0 Free Free Free Free Free Free 54Y Y-GenXY 41S 41X 0.2 0 Free Free Free Free Free Free 55Y Y-Gen 41S 41X 0.5 0 Free Free Free Free Free Free 56X X-GenXY 41S 41Y 0.2 0 Free Free Free Free Free Free 56XY XY-GenXY 41S 41Y 0.2 0 Free Free Free Free Free Free 56Y Y-GenXY 41S 41Y 0.2 0 Free Free Free Free Free Free 57X X-Gen 41S 41Y 0.5 0 Free Free Free Free Free Free 58X X-GenXY 55S 56S 0.3571 0 Free Free Free Free Free Free 58XY XY-GenXY 55S 56S 0.3571 0 Free Free Free Free Free Free 58Y Y-GenXY 55S 56S 0.3571 0 Free Free Free Free Free Free 59X X-GenXY 55S 56S 0.7143 0 Free Free Free Free Free Free


59XY XY-GenXY 55S 56S 0.7143 0 Free Free Free Free Free Free 59Y Y-GenXY 55S 56S 0.7143 0 Free Free Free Free Free Free 60X X-GenXY 54S 57S 0.6429 0 Free Free Free Free Free Free 60XY XY-GenXY 54S 57S 0.6429 0 Free Free Free Free Free Free 60Y Y-GenXY 54S 57S 0.6429 0 Free Free Free Free Free Free 61X X-GenXY 42S 42X 0.3135 0 Free Free Free Free Free Free 61XY XY-GenXY 42S 42X 0.3135 0 Free Free Free Free Free Free 61Y Y-GenXY 42S 42X 0.3135 0 Free Free Free Free Free Free 62X X-GenXY 42S 42Y 0.3135 0 Free Free Free Free Free Free 62XY XY-GenXY 42S 42Y 0.3135 0 Free Free Free Free Free Free 62Y Y-GenXY 42S 42Y 0.3135 0 Free Free Free Free Free Free 061SF0.50X X-GenXY 61S 62S 0.5 0 Free Free Free Free Free Free 061SF0.50XY XY-GenXY 61S 62S 0.5 0 Free Free Free Free Free Free 061SF0.50Y Y-GenXY 61S 62S 0.5 0 Free Free Free Free Free Free Steel Material Properties: Steel Modulus Yield Ultimate Member Member Member Member Member Member Material of Stress Stress All. Stress All. Stress Rupture Rupture Bearing Bearing Label Elasticity Fy Fu Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) (MPa) -------------------------------------------------------------------------------------------- A-36 2e+005 248 399 0 0 0 0 0 0 A572-50 2e+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) -------------------------------------------------------------------- 16 1.587 1.748 62 0 0 0 0 12.7 1.27 1.4 40 0 0 0 0 Number Bolts Used By Type: Bolt Number Type Bolts ------------ 12.7 558 16 1144 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) ------------------------------------------------------------------------------------------------------- CSHG CRUCETA ALIM L 45X45X4 A572-50 Beam Other None 0.000 CIHG CRUCETA ALIM L 60X60X4 A572-50 Beam Other None 0.000 CSCS CRUCETA ALIM L 60X60X4 A572-50 Beam Other None 0.000 CICS CRUCETA ALIM L 60X60X6 A572-50 Beam Other None 0.000 CSCM CRUCETA ALIM L 60X60X4 A572-50 Beam Other None 0.000 CICM CRUCETA ALIM L 60X60X6 A572-50 Beam Other None 0.000 CSCI CRUCETA ALIM L 60X60X4 A572-50 Beam Other None 0.000 CICI CRUCETA ALIM L 60X60X6 A572-50 Beam Other None 0.000 M-1 MONTANTE ALIM L 65X65X6H A572-50 Beam Leg None 0.000 M-2 MONTANTE ALIM L 65X65X6H A572-50 Beam Leg None 0.000 M-2A MONTANTE ALIM L 65X65X6H A572-50 Beam Leg None 0.000 M-2B MONTANTE ALIM L 65X65X6H A572-50 Beam Leg None 0.000 M-3 MONTANTE ALIM L 90X90X6 A572-50 Beam Leg None 0.000 M-3A MONTANTE ALIM L 90X90X6 A572-50 Beam Leg None 0.000 M-3B MONTANTE ALIM L 90X90X6 A572-50 Beam Leg None 0.000 M-3C MONTANTE ALIM L 90X90X6 A572-50 Beam Leg None 0.000 M-3D MONTANTE ALIM L 90X90X6 A572-50 Beam Leg None 0.000 M-4 MONTANTE ALIM L 100X100X10 A572-50 Beam Leg None 0.000 M-4A MONTANTE ALIM L 100X100X10 A572-50 Beam Leg None 0.000 M-4B MONTANTE ALIM L 100X100X10 A572-50 Beam Leg None 0.000 M-4C MONTANTE ALIM L 100X100X10 A572-50 Beam Leg None 0.000 M-4D MONTANTE ALIM L 100X100X10 A572-50 Beam Leg None 0.000 M-5 MONTANTE ALIS L 5X3/8 A572-50 Beam Leg None 0.000 M-5A MONTANTE ALIS L 5X3/8 A572-50 Beam Leg None 0.000 M-6 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 M-6A MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 D-1 DIAGONAL ALIM L 45X45X4 A-36 Truss Other None 0.000 DT-1 DIAGONAL ALIM L 50X50X4 A-36 Truss Other None 0.000 DT-2 DIAGONAL ALIM L 60X60X4 A-36 Truss Other None 0.000 DT-2A DIAGONAL ALIM L 60X60X4 A-36 Truss Other None 0.000 DT-2B DIAGONAL ALIM L 60X60X4 A-36 Truss Other None 0.000 DT-2C DIAGONAL ALIM L 60X60X4 A-36 Truss Other None 0.000 DT-3 DIAGONAL ALIM L 65X65X5 A-36 Truss Other None 0.000


DT-3A DIAGONAL ALIM L 65X65X5 A-36 Truss Other None 0.000 DT-3B DIAGONAL ALIM L 65X65X5 A-36 Truss Other None 0.000 DL-1 DIAGONAL ALIM L 45X45X4 A-36 Truss Other None 0.000 DL-2 DIAGONAL ALIM L 40X40X4 A-36 Truss Other None 0.000 DL-3 DIAGONAL ALIM L 60X60X4 A572-50 Truss Other None 0.000 DL-3A DIAGONAL ALIM L 60X60X4 A572-50 Truss Other None 0.000 DL-3B DIAGONAL ALIM L 60X60X4 A572-50 Truss Other None 0.000 DL-4 DIAGONAL ALIM L 50X50X4 A572-50 Truss Other None 0.000 DL-5 DIAGONAL ALIM L 65X65X5 A-36 Truss Other None 0.000 DL-5A DIAGONAL ALIM L 65X65X5 A-36 Truss Other None 0.000 DL-5B DIAGONAL ALIM L 65X65X5 A-36 Truss Other None 0.000 DL-6 DIAGONAL ALIM L 60X60X4 A572-50 Truss Other None 0.000 D-2 DIAGONAL ALIM L 60X60X5 A572-50 Truss Other None 0.000 D-2A DIAGONAL ALIM L 60X60X5 A572-50 Truss Other None 0.000 D-3 DIAGONAL ALIM L 70X70X5 A-36 Truss Other None 0.000 D-3A DIAGONAL ALIM L 70X70X5 A-36 Truss Other None 0.000 HT-1 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 HL-1 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 HT-2 HORIZONTAL ALIM L 60X60X4 A572-50 Beam Other None 0.000 HL-2 HORIZONTAL ALIM L 40X40X4 A572-50 Beam Other None 0.000 HT-3 HORIZONTAL ALIM L 60X60X4 A572-50 Beam Other None 0.000 HL-3 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 HT-4 HORIZONTAL ALIM L 60X60X6 A572-50 Beam Other None 0.000 HL-4 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 HT-5 HORIZONTAL ALIM L 60X60X4 A572-50 Beam Other None 0.000 HL-5 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 HT-6 HORIZONTAL ALIM L 60X60X6 A572-50 Beam Other None 0.000 HL-6 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 HT-7 HORIZONTAL ALIM L 60X60X4 A572-50 Beam Other None 0.000 HL-7 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 HT-8 HORIZONTAL ALIM L 65X65X6H A572-50 Beam Other None 0.000 HL-8 HORIZONTAL ALIM L 65X65X5 A572-50 Beam Other None 0.000 DH DIAGONAL ALIM L 45X45X4 A572-50 Beam Other None 0.000 DH-1 DIAGONAL ALIM L 45X45X4 A572-50 Beam Other None 0.000 DH-2 DIAGONAL ALIM L 45X45X4 A572-50 Beam Other None 0.000 DH-3 DIAGONAL ALIM L 45X45X4 A572-50 Beam Other None 0.000 0H-1 HORIZONTAL ALIM L 60X60X4 A572-50 Beam Other None 0.000 0R-1 CERRAMIENTO ALIM 45X45X4 A572-50 Beam Redundant None 0.000 0R-2 RIOSTRA ALIM L 45X45X4H A572-50 Beam Redundant None 0.000 0R-3 RIOSTRA ALIM L 45X45X4H A572-50 Beam Redundant None 0.000 3M-1 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 3M-2 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 3D-1 DIAGONAL ALIM L 65X65X5H A-36 Truss Other None 0.000 3D-2 DIAGONAL 2ALIM L 45X45X4 A572-50 Truss Other None 0.000 3D-3 DIAGONAL ALIM L 50X50X4H A572-50 Truss Other None 0.000 3H-1 HORIZONTAL ALIM L 50X50X4H A572-50 Beam Other None 0.000 3H-2 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 3R-1 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 3R-2 RIOSTRA ALIM L 45X45X4 A572-50 Beam Redundant None 0.000 3R-3 RIOSTRA ALIM L 50X50X4 A572-50 Beam Redundant None 0.000 3R-4 RIOSTRA ALIM L 45X45X4H A572-50 Beam Redundant None 0.000 3R-5 RIOSTRA ALIM L 45X45X4H A572-50 Beam Redundant None 0.000 3R-6 CERRAMIENTO ALIM 35X35X4 A572-50 Beam Redundant None 0.000 6M-1 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 6D-1 DIAGONAL 2ALIM L 45X45X4 A572-50 Truss Other None 0.000 6D-2 DIAGONAL ALIM L 50X50X4H A572-50 Truss Other None 0.000 6H-1 HORIZONTAL ALIM L 50X50X4H A572-50 Beam Other None 0.000 6H-2 RIOSTRA ALIM L 50X50X4 A572-50 Beam Other None 0.000 6R-1 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 6R-2 RIOSTRA ALIM L 45X45X4 A572-50 Beam Redundant None 0.000 6R-3 RIOSTRA ALIM L 50X50X4 A572-50 Beam Redundant None 0.000 6R-4 RIOSTRA ALIM L 50X50X4H A572-50 Beam Redundant None 0.000 6R-5 RIOSTRA ALIM L 50X50X4H A572-50 Beam Redundant None 0.000 6R-6 CERRAMIENTO ALIM 40X40X4H A572-50 Beam Redundant None 0.000 9M-1 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 9M-2 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 9D-1 DIAGONAL ALIM L 75X75X5 A-36 Truss Other None 0.000 9D-2 DIAGONAL 2ALIM L 45X45X4 A572-50 Truss Other None 0.000 9D-3 DIAGONAL ALIM L 50X50X4H A572-50 Truss Other None 0.000 9H-1 HORIZONTAL ALIM L 50X50X4H A572-50 Beam Other None 0.000 9H-2 HORIZONTAL ALIM L 50X50X4H A572-50 Beam Other None 0.000 9R-1 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 9R-2 RIOSTRA ALIM L 45X45X4 A572-50 Beam Redundant None 0.000 9R-3 RIOSTRA ALIM L 50X50X4 A572-50 Beam Redundant None 0.000 9R-4 RIOSTRA ALIM L 55X55X4 A572-50 Beam Redundant None 0.000 9R-5 RIOSTRA ALIM L 50X50X4H A572-50 Beam Redundant None 0.000 9R-6 CERRAMIENTO ALIM 40X40X4H A572-50 Beam Redundant None 0.000 DH-4 DIAGONAL ALIM L 45X45X4 A572-50 Beam Other None 0.000 12M-1 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 12M-2 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 12M-3 MONTANTE ALIS L 5X1/2 A572-50 Beam Leg None 0.000 12D-1 DIAGONAL ALIM L 75X75X6 A-36 Truss Other None 0.000 12D-2 DIAGONAL ALIM L 90X90X6 A-36 Truss Other None 0.000 12D-3 DIAGONAL 2ALIM L 45X45X4 A572-50 Truss Other None 0.000 12D-4 DIAGONAL ALIM L 55X55X4 A572-50 Truss Other None 0.000 12H-1 HORIZONTAL ALIM L 60X60X5 A572-50 Beam Other None 0.000 12H-2 HORIZONTAL ALIM L 50X50X4 A572-50 Beam Other None 0.000 12R-1 RIOSTRA ALIM 35X35X4 A572-50 Beam Redundant None 0.000 12R-2 RIOSTRA ALIM L 45X45X4 A572-50 Beam Redundant None 0.000 12R-3 RIOSTRA ALIM L 45X45X4 A572-50 Beam Redundant None 0.000


12R-4 RIOSTRA ALIM L 60X60X4 A572-50 Beam Redundant None 0.000 12R-5 RIOSTRA ALIM L 55X55X4H A572-50 Beam Redundant None 0.000 12R-6 RIOSTRA ALIM L 45X45X4 A572-50 Beam Redundant None 0.000 PE1 EXTENSION ALIS L 5X1/2 A572-50 Beam Leg None 0.000 PD1 EXTENSION ALIM L 75X75X5 A-36 Beam Other None 0.000 ER1 EXTENSION ALIM 35X35X4 A572-50 Truss Other None 0.000 ER2 EXTENSION ALIM L 40X40X4 A572-50 Truss Other None 0.000 ER3 EXTENSION ALIM L 45X45X4 A572-50 Truss Other None 0.000 ER4 EXTENSION ALIM L 50X50X4 A572-50 Truss Other None 0.000 ER5 EXTENSION ALIM L 55X55X4 A572-50 Truss Other None 0.000 ER6 EXTENSION ALIM L 60X60X4 A572-50 Truss Other None 0.000 ER7 EXTENSION ALIM L 65X65X5 A572-50 Truss Other None 0.000 PE11 EXTENSION ALIS L 5X1/2 A572-50 Beam Leg None 0.000 PD11 EXTENSION ALIM L 75X75X5 A-36 Beam Other None 0.000 PE10 EXTENSION ALIS L 5X1/2 A572-50 Beam Leg None 0.000 PD10 EXTENSION ALIM L 75X75X5 A-36 Beam Other None 0.000 PE9 EXTENSION ALIS L 5X1/2 A572-50 Beam Leg None 0.000 PD9 EXTENSION ALIM L 75X75X5 A-36 Beam Other None 0.000 PE2 EXTENSION ALIS L 5X1/2 A572-50 Beam Leg None 0.000 PD2 EXTENSION ALIM L 60X60X5 A-36 Beam 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 0.209 0.897 0.556 2P 0.626 1.693 1.417 3P 1.96 2.801 2.801 4P 0.324 0.526 0.156 5P 0.372 0.485 0.178 6P 0.372 0.485 0.178 7P 0.389 0.508 0.178 8P 0.236 0.323 0.294 8AP 0.236 0.294 0.323 9P 0.236 0.323 0.294 9AP 0.236 0.294 0.323 10P 0.236 0.323 0.294 10AP 0.236 0.294 0.323 11P 0.236 0.323 0.294 11AP 0.236 0.294 0.323 1X 0.209 0.897 0.556 1XY 0.209 0.897 0.556 1Y 0.209 0.897 0.556 2X 0.626 1.693 1.417 2XY 0.626 1.693 1.417 2Y 0.626 1.693 1.417 3X 1.96 2.801 2.801 3XY 1.96 2.801 2.801 3Y 1.96 2.801 2.801 4X 0.324 0.526 0.156 5X 0.372 0.485 0.178 6X 0.372 0.485 0.178 7X 0.389 0.508 0.178 21S 0.292 0.417 0.260 22S 0.121 0.143 0.161 23S 0.294 0.423 0.260 24S 0.0751 0.079 0.102 25S 0.325 1.507 0.995 26S 0.174 0.198 0.239 27S 0.202 0.286 0.231 28S 0.174 0.198 0.239 29S 0.315 0.448 0.278 30S 0.101 0.105 0.134 31S 0.389 1.420 0.996 32S 0.275 0.217 0.262 33S 0.313 0.312 0.253 34S 0.275 0.217 0.262 35S 0.414 0.477 0.296 36S 0.159 0.120 0.155 37S 0.754 0.659 0.659 38S 1.08 1.464 1.464 39S 1.49 1.129 1.129


40S 2.6 2.632 2.632 41S 1.81 2.701 2.701 42S 0.463 0.322 0.322 43S 0.0817 0.115 0.050 44S 0.114 0.108 0.170 45S 0.11 0.088 0.185 46S 0.1 0.115 0.050 47S 0.163 0.146 0.251 48S 0.129 0.104 0.215 49S 0.1 0.115 0.050 50S 0.19 0.158 0.272 51S 0.157 0.116 0.236 52S 0.106 0.121 0.050 53S 0.144 0.095 0.201 54S 0.126 0.156 0.043 55S 0.275 0.323 0.089 56S 0.126 0.043 0.156 57S 0.275 0.089 0.323 58S 0.119 0.189 0.043 59S 0.179 0.213 0.213 60S 0.119 0.043 0.189 61S 0.239 0.317 0.186 62S 0.239 0.186 0.317 63S 0.55 1.034 1.034 63AS 0.548 0.300 0.300 64S 0.55 1.034 1.034 64AS 0.548 0.300 0.300 65S 0.55 1.034 1.034 65AS 0.548 0.300 0.300 66S 0.55 1.034 1.034 66AS 0.548 0.300 0.300 42SF0.17S 0.45 0.309 0.309 42SF0.33S 0.43 0.292 0.292 42SF0.50S 0.417 0.282 0.282 42SF0.67S 0.4 0.268 0.268 42SF0.83S 0.395 0.266 0.266 61SF0.17S 0.149 0.219 0.131 61SF0.33S 0.259 0.384 0.307 61SF0.50S 0.132 0.191 0.131 61SF0.67S 0.231 0.331 0.293 61SF0.83S 0.117 0.167 0.131 62SF0.17S 0.149 0.131 0.219 62SF0.33S 0.259 0.307 0.384 62SF0.50S 0.132 0.131 0.191 62SF0.67S 0.231 0.293 0.331 62SF0.83S 0.117 0.131 0.167 42XF0.17S 0.45 0.309 0.309 42XF0.33S 0.43 0.292 0.292 42XF0.50S 0.417 0.282 0.282 42XF0.67S 0.4 0.268 0.268 42XF0.83S 0.395 0.266 0.266 62XF0.17S 0.149 0.131 0.219 62XF0.33S 0.259 0.307 0.384 62XF0.50S 0.132 0.131 0.191 62XF0.67S 0.231 0.293 0.331 62XF0.83S 0.117 0.131 0.167 61XF0.17S 0.149 0.219 0.131 61XF0.33S 0.259 0.384 0.307 61XF0.50S 0.132 0.191 0.131 61XF0.67S 0.231 0.331 0.293 61XF0.83S 0.117 0.167 0.131 62XYF0.17S 0.149 0.131 0.219 62XYF0.33S 0.259 0.307 0.384 62XYF0.50S 0.132 0.131 0.191 62XYF0.67S 0.231 0.293 0.331 62XYF0.83S 0.117 0.131 0.167 42XYF0.17S 0.45 0.309 0.309 42XYF0.33S 0.43 0.292 0.292 42XYF0.50S 0.417 0.282 0.282 42XYF0.67S 0.4 0.268 0.268 42XYF0.83S 0.395 0.266 0.266 61XYF0.17S 0.149 0.219 0.131


61XYF0.33S 0.259 0.384 0.307 61XYF0.50S 0.132 0.191 0.131 61XYF0.67S 0.231 0.331 0.293 61XYF0.83S 0.117 0.167 0.131 61YF0.17S 0.149 0.219 0.131 61YF0.33S 0.259 0.384 0.307 61YF0.50S 0.132 0.191 0.131 61YF0.67S 0.231 0.331 0.293 61YF0.83S 0.117 0.167 0.131 62YF0.17S 0.149 0.131 0.219 62YF0.33S 0.259 0.307 0.384 62YF0.50S 0.132 0.131 0.191 62YF0.67S 0.231 0.293 0.331 62YF0.83S 0.117 0.131 0.167 42YF0.17S 0.45 0.309 0.309 42YF0.33S 0.43 0.292 0.292 42YF0.50S 0.417 0.282 0.282 42YF0.67S 0.4 0.268 0.268 42YF0.83S 0.395 0.266 0.266 061SF0.50S 0.168 0.237 0.237 21X 0.292 0.417 0.260 21XY 0.292 0.417 0.260 21Y 0.292 0.417 0.260 22X 0.121 0.143 0.161 22XY 0.121 0.143 0.161 22Y 0.121 0.143 0.161 23X 0.294 0.423 0.260 23XY 0.294 0.423 0.260 23Y 0.294 0.423 0.260 24X 0.0751 0.079 0.102 24XY 0.0751 0.079 0.102 24Y 0.0751 0.079 0.102 25X 0.325 1.507 0.995 25XY 0.325 1.507 0.995 25Y 0.325 1.507 0.995 26X 0.174 0.198 0.239 26XY 0.174 0.198 0.239 26Y 0.174 0.198 0.239 27X 0.202 0.286 0.231 27XY 0.202 0.286 0.231 27Y 0.202 0.286 0.231 28X 0.174 0.198 0.239 28XY 0.174 0.198 0.239 28Y 0.174 0.198 0.239 29X 0.315 0.448 0.278 29XY 0.315 0.448 0.278 29Y 0.315 0.448 0.278 30X 0.101 0.105 0.134 30XY 0.101 0.105 0.134 30Y 0.101 0.105 0.134 31X 0.389 1.420 0.996 31XY 0.389 1.420 0.996 31Y 0.389 1.420 0.996 32X 0.275 0.217 0.262 32XY 0.275 0.217 0.262 32Y 0.275 0.217 0.262 33X 0.313 0.312 0.253 33XY 0.313 0.312 0.253 33Y 0.313 0.312 0.253 34X 0.275 0.217 0.262 34XY 0.275 0.217 0.262 34Y 0.275 0.217 0.262 35X 0.414 0.477 0.296 35XY 0.414 0.477 0.296 35Y 0.414 0.477 0.296 36X 0.159 0.120 0.155 36XY 0.159 0.120 0.155 36Y 0.159 0.120 0.155 37X 0.754 0.659 0.659 37XY 0.754 0.659 0.659 37Y 0.754 0.659 0.659 38X 1.08 1.464 1.464


38XY 1.08 1.464 1.464 38Y 1.08 1.464 1.464 39X 1.49 1.129 1.129 39XY 1.49 1.129 1.129 39Y 1.49 1.129 1.129 40X 2.6 2.632 2.632 40XY 2.6 2.632 2.632 40Y 2.6 2.632 2.632 41X 1.81 2.701 2.701 41XY 1.81 2.701 2.701 41Y 1.81 2.701 2.701 42X 0.463 0.322 0.322 42XY 0.463 0.322 0.322 42Y 0.463 0.322 0.322 43Y 0.0817 0.115 0.050 44X 0.114 0.108 0.170 45X 0.11 0.088 0.185 46Y 0.1 0.115 0.050 47X 0.163 0.146 0.251 48X 0.129 0.104 0.215 49Y 0.1 0.115 0.050 50X 0.19 0.158 0.272 51X 0.157 0.116 0.236 52Y 0.106 0.121 0.050 53X 0.144 0.095 0.201 54X 0.126 0.156 0.043 54XY 0.126 0.156 0.043 54Y 0.126 0.156 0.043 55Y 0.275 0.323 0.089 56X 0.126 0.043 0.156 56XY 0.126 0.043 0.156 56Y 0.126 0.043 0.156 57X 0.275 0.089 0.323 58X 0.119 0.189 0.043 58XY 0.119 0.189 0.043 58Y 0.119 0.189 0.043 59X 0.179 0.213 0.213 59XY 0.179 0.213 0.213 59Y 0.179 0.213 0.213 60X 0.119 0.043 0.189 60XY 0.119 0.043 0.189 60Y 0.119 0.043 0.189 61X 0.239 0.317 0.186 61XY 0.239 0.317 0.186 61Y 0.239 0.317 0.186 62X 0.239 0.186 0.317 62XY 0.239 0.186 0.317 62Y 0.239 0.186 0.317 061SF0.50X 0.168 0.237 0.237 061SF0.50XY 0.168 0.237 0.237 061SF0.50Y 0.168 0.237 0.237 Total 93.4 119.008 109.019 Unadjusted Dead Load and Drag Areas by Section: Section Unfactored X-Drag Y-Drag X-Drag Y-Drag Label Dead Load Area All Area All Area Face Area Face (kN) (m^2) (m^2) (m^2) (m^2) --------------------------------------------------------- SEC-1 2.598 3.620 1.835 1.711 0.583 SEC-2 1.670 2.089 2.029 0.811 0.755 SEC-3 3.010 3.670 2.304 1.616 0.763 SEC-4 3.532 4.397 4.353 1.671 1.649 SEC-5 3.217 3.880 2.561 1.691 0.891 SEC-6 5.299 4.786 4.742 1.821 1.799 SEC-7 3.979 4.168 2.823 1.805 0.975 SEC-8 17.930 14.301 14.301 5.550 5.550 SEC-9 28.684 21.801 21.801 7.565 7.565 SEC-10 23.466 22.018 22.018 8.514 8.514 Total 93.384 84.730 78.768 32.754 29.043


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 0.399 0.627 V-2 1X 0.000 0.399 0.627 V-3 1XY 0.000 0.399 0.627 V-4 1Y 0.000 0.399 0.627 V-5 25S 0.000 0.750 1.110 V-6 25X 0.000 0.750 1.110 V-7 25XY 0.000 0.750 1.110 V-8 25Y 0.000 0.750 1.110 V-9 31S 0.000 0.730 1.000 V-10 31X 0.000 0.730 1.000 V-11 31XY 0.000 0.730 1.000 V-12 31Y 0.000 0.730 1.000 V-13 2P 0.000 0.970 1.118 V-14 2X 0.000 0.970 1.118 V-15 2XY 0.000 0.970 1.118 V-16 2Y 0.000 0.970 1.118 V-17 38S 0.000 0.597 0.597 V-18 38X 0.000 0.597 0.597 V-19 38XY 0.000 0.597 0.597 V-20 38Y 0.000 0.597 0.597 V-21 3P 0.000 1.368 1.368 V-22 3X 0.000 1.368 1.368 V-23 3XY 0.000 1.368 1.368 V-24 3Y 0.000 1.368 1.368 V-25 40S 0.000 0.770 0.770 V-26 40X 0.000 0.770 0.770 V-27 40XY 0.000 0.770 0.770 V-28 40Y 0.000 0.770 0.770 V-29 41S 0.000 1.375 1.375 V-30 41X 0.000 1.375 1.375 V-31 41XY 0.000 1.375 1.375 V-32 41Y 0.000 1.375 1.375 V-33 63S 0.000 0.604 0.604 V-34 64S 0.000 0.604 0.604 V-35 65S 0.000 0.604 0.604 V-36 66S 0.000 0.604 0.604 Total 0.000 30.251 34.278


*** Loads Data Loads from file: d:\my documents\tmd\tmd-ramon\mc rev d.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 -34.00 (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 -34.00 (m) Z of structure top (highest joint) 17.30 (m) Structure height 52.30 (m) Structure height above ground 51.30 (m) Vector Load Cases: Load Case Dead Wind SF for SF for SF for SF For Point Wind/Ice Trans. Longit. Ice Ice Joint Description Load Area Steel Poles Guys Insuls. Found. Loads Model Wind Wind Thick. Density Displ. Factor Factor Tubular Arms and Pressure Pressure and Towers Cables (Pa) (Pa) (cm) (N/m^3) ---------------------------------------------------------------------------------------------------------------------------------- I 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 1123 0 0.000 0.000 IR 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 1123 0 0.000 0.000 II 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 1123 0.000 0.000 IIR 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 1123 0.000 0.000 III 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 798 798 0.000 0.000 IIIR 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 798 798 0.000 0.000 IVX1-0° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on All 0 0 0.000 0.000 IVX2-0° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 0 0.000 0.000 IVX2-30° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 0 0.000 0.000 Vg-0° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 0 0.000 0.000 Vs-0° fase sup 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 0 0.000 0.000 Vs-0° fase inf 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 0 0.000 0.000 VIg-30° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on All 0 0 0.000 0.000 VIfs-30° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on All 0 0 0.000 0.000 VIfi-30° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 4 loads Wind on All 0 0 0.000 0.000 VIg2-30° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 0 0.000 0.000 VIfs2-30° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 0 0 0.000 0.000 VIfi2-30° 1.0000 1.0000 1.00000 1.0000 1.0000 1.0000 8 loads Wind on All 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) ----------------------------------------------- 4X 13243.5 14685 3679 4P 13243.5 9285 3679 5X 40422 32859 7357.5 5P 40422 32859 7357.5 6X 40422 32859 7357.5 6P 40422 32859 7357.5 7X 40422 32859 7357.5 7P 40422 32859 7357.5 Point Loads for Load Case "IR": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X -5297 14685 3679 4P -5297 9285 3679 5X -5283 32859 7357.5 5P -5283 32859 7357.5 6X -5283 32859 7357.5 6P -5283 32859 7357.5 7X -5283 32859 7357.5 7P -5283 32859 7357.5


Point Loads for Load Case "II": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 13243.5 7960.8 1839 4P 13243.5 4914.8 1810 5X 40422 18453 3634.5 5P 40422 18453 3634.5 6X 40422 18453 3634.5 6P 40422 18453 3634.5 7X 40422 18453 3634.5 7P 40422 18453 3634.5 Point Loads for Load Case "IIR": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X -5297 7960.8 1839 4P -5297 4914.8 1810 5X -5283 18453 3634.5 5P -5283 18453 3634.5 6X -5283 18453 3634.5 6P -5283 18453 3634.5 7X -5283 18453 3634.5 7P -5283 18453 3634.5 Point Loads for Load Case "III": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 13243.5 11154 0 4P 13243.5 6990 0 5X 40422 25839.5 0 5P 40422 25839.5 0 6X 40422 25839.5 0 6P 40422 25839.5 0 7X 40422 25839.5 0 7P 40422 25839.5 0 Point Loads for Load Case "IIIR": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X -5297 11154 0 4P -5297 6990 0 5X -5283 25839.5 0 5P -5283 25839.5 0 6X -5283 25839.5 0 6P -5283 25839.5 0 7X -5283 25839.5 0 7P -5283 25839.5 0


Point Loads for Load Case "IVX1-0°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 10594.8 0 11054 5X 32337.7 0 24615.3 6X 32337.7 0 24615.3 7X 32337.7 0 24615.3 Point Loads for Load Case "IVX2-0°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 10594.8 0 11054 4P 10594.8 0 6933.7 5X 32337.7 0 24615.3 5P 32337.7 0 24615.3 6X 32337.7 0 24615.3 6P 32337.7 0 24615.3 7X 32337.7 0 24615.3 7P 32337.7 0 24615.3 Point Loads for Load Case "IVX2-30°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 10594.8 2860.6 10677.2 4X 4P 10594.8 1789.3 6698.3 5X 5X 32337.7 6368.7 23779.5 5P 32337.7 6368.7 23779.5 6X 32337.7 6368.7 23779.5 6P 32337.7 6368.7 23779.5 7X 32337.7 6368.7 23779.5 7P 32337.7 6368.7 23779.5 Point Loads for Load Case "Vg-0°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 24665.3 0 10956.8 4P 15009.3 0 0 5X 45811.7 0 0 5P 45811.7 0 0 6X 45811.7 0 0 6P 45811.7 0 0 7X 45811.7 0 0 7P 45811.7 0 0


Point Loads for Load Case "Vs-0° fase sup": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 15009.3 0 0 4P 15009.3 0 0 5X 62188.5 0 24415 5P 45811.7 0 0 6X 45811.7 0 0 6P 45811.7 0 0 7X 45811.7 0 0 7P 45811.7 0 0 Point Loads for Load Case "Vs-0° fase inf": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 15009.3 0 0 4P 15009.3 0 0 5X 45811.7 0 0 5P 45811.7 0 0 6X 45811.7 0 0 6P 45811.7 0 0 7X 62188.5 0 24415 7P 45811.7 0 0 Point Loads for Load Case "VIg-30°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 25182.3 8105 0 5X 45811.7 18044.5 0 6X 45811.7 18044.5 0 7X 45811.7 18044.5 0 Point Loads for Load Case "VIfs-30°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 15009.3 8105 0 5X 68309 18044.5 0 6X 45811.7 18044.5 0 7X 45811.7 18044.5 0 Point Loads for Load Case "VIfi-30°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 15009.3 8105 0 5X 45811.7 18044.5 0 6X 45811.7 18044.5 0 7X 68309 18044.5 0


Point Loads for Load Case "VIg2-30°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 25182.3 8105 0 4P 15009.3 5086.5 0 5X 45811.7 18044.5 0 5P 45811.7 18044.5 0 6X 45811.7 18044.5 0 6P 45811.7 18044.5 0 7X 45811.7 18044.5 0 7P 45811.7 18044.5 0 Point Loads for Load Case "VIfs2-30°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 15009.3 8105 0 4P 15009.3 5086.5 0 5X 68309 18044.5 0 5P 45811.7 18044.5 0 6X 45811.7 18044.5 0 6P 45811.7 18044.5 0 7X 45811.7 18044.5 0 7P 45811.7 18044.5 0 Point Loads for Load Case "VIfi2-30°": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (N) (N) (N) ----------------------------------------------- 4X 15009.3 8105 0 4P 15009.3 5086.5 0 5X 45811.7 18044.5 0 5P 45811.7 18044.5 0 6X 45811.7 18044.5 0 6P 45811.7 18044.5 0 7X 68309 18044.5 0 7P 45811.7 18044.5 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 -96.48 0.0 -111.77 0.0 720.52 0.0 0.0 735.49 0.0 -4.96 0.0 8.6 0.0 0.52 0.0 0.0 64S 44.20 0.0 -59.99 0.0 -331.67 0.0 0.0 339.94 0.0 0.01 0.0 -3.7 0.0 0.53 0.0 0.0 65S -69.95 0.0 -85.25 0.0 -520.64 0.0 0.0 532.19 0.0 -2.38 0.0 6.0 0.0 -0.53 0.0 0.0 66S 70.73 0.0 -86.52 0.0 531.55 0.0 0.0 543.17 0.0 -2.57 0.0 -6.2 0.0 -0.53 0.0 0.0 Joint Support Reactions for Load Case "IR": 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 -86.08 0.0 -101.37 0.0 642.69 0.0 0.0 656.30 0.0 -3.97 0.0 7.6 0.0 0.53 0.0 0.0 64S 54.60 0.0 -70.39 0.0 -409.50 0.0 0.0 419.08 0.0 -0.98 0.0 -4.7 0.0 0.53 0.0 0.0 65S -80.35 0.0 -95.65 0.0 -598.47 0.0 0.0 611.36 0.0 -3.38 0.0 7.0 0.0 -0.53 0.0 0.0 66S 60.33 0.0 -76.12 0.0 453.72 0.0 0.0 464.00 0.0 -1.57 0.0 -5.3 0.0 -0.53 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 -83.02 0.0 -69.92 0.0 516.81 0.0 0.0 528.08 0.0 -5.92 0.0 2.6 0.0 -0.48 0.0 0.0 64S -23.05 0.0 8.12 0.0 68.08 0.0 0.0 72.33 0.0 0.53 0.0 -3.0 0.0 0.51 0.0 0.0 65S -56.50 0.0 -43.39 0.0 -316.93 0.0 0.0 324.84 0.0 -3.34 0.0 0.1 0.0 0.48 0.0 0.0 66S 3.48 0.0 -18.40 0.0 131.80 0.0 0.0 133.12 0.0 -2.05 0.0 -5.6 0.0 -0.51 0.0 0.0 Joint Support Reactions for Load Case "IIR": 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 -72.62 0.0 -59.52 0.0 438.98 0.0 0.0 448.91 0.0 -4.92 0.0 1.7 0.0 -0.48 0.0 0.0 64S -12.65 0.0 -2.28 0.0 -9.75 0.0 0.0 16.13 0.0 -0.46 0.0 -4.0 0.0 0.51 0.0 0.0 65S -66.90 0.0 -53.79 0.0 -394.76 0.0 0.0 403.98 0.0 -4.34 0.0 1.1 0.0 0.48 0.0 0.0 66S -6.92 0.0 -8.00 0.0 53.97 0.0 0.0 55.00 0.0 -1.05 0.0 -4.6 0.0 -0.51 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 -90.85 0.0 -92.17 0.0 606.24 0.0 0.0 619.90 0.0 -4.34 0.0 4.6 0.0 0.03 0.0 0.0 64S 16.84 0.0 -37.91 0.0 -199.16 0.0 0.0 203.43 0.0 0.15 0.0 -4.9 0.0 0.73 0.0 0.0 65S -64.32 0.0 -65.64 0.0 -406.37 0.0 0.0 416.63 0.0 -1.76 0.0 2.0 0.0 -0.03 0.0 0.0 66S 43.36 0.0 -64.43 0.0 399.03 0.0 0.0 406.52 0.0 -2.43 0.0 -7.5 0.0 -0.73 0.0 0.0 Joint Support Reactions for Load Case "IIIR": 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 -80.44 0.0 -81.77 0.0 528.42 0.0 0.0 540.72 0.0 -3.34 0.0 3.6 0.0 0.03 0.0 0.0 64S 27.24 0.0 -48.31 0.0 -276.98 0.0 0.0 282.48 0.0 -0.84 0.0 -5.9 0.0 0.73 0.0 0.0 65S -74.72 0.0 -76.04 0.0 -484.19 0.0 0.0 495.79 0.0 -2.75 0.0 3.0 0.0 -0.03 0.0 0.0 66S 32.96 0.0 -54.03 0.0 321.21 0.0 0.0 327.38 0.0 -1.43 0.0 -6.5 0.0 -0.73 0.0 0.0 Joint Support Reactions for Load Case "IVX1-0°": 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 -16.55 0.0 -38.33 0.0 192.14 0.0 0.0 196.63 0.0 1.44 0.0 5.1 0.0 0.65 0.0 0.0 64S -41.64 0.0 18.89 0.0 237.46 0.0 0.0 241.82 0.0 6.91 0.0 0.3 0.0 0.66 0.0 0.0 65S -19.46 0.0 -3.16 0.0 -70.03 0.0 0.0 72.75 0.0 -2.57 0.0 -2.1 0.0 0.38 0.0 0.0 66S -7.24 0.0 22.59 0.0 -121.23 0.0 0.0 123.53 0.0 -0.18 0.0 4.4 0.0 0.38 0.0 0.0 Joint Support Reactions for Load Case "IVX2-0°": 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 -52.36 0.0 -52.25 0.0 387.67 0.0 0.0 394.67 0.0 -4.76 0.0 4.9 0.0 0.01 0.0 0.0 64S -53.41 0.0 51.17 0.0 387.55 0.0 0.0 394.55 0.0 5.07 0.0 4.6 0.0 0.05 0.0 0.0 65S -30.48 0.0 -28.24 0.0 -214.57 0.0 0.0 218.56 0.0 -2.84 0.0 2.4 0.0 0.05 0.0 0.0 66S -29.42 0.0 29.32 0.0 -214.70 0.0 0.0 218.68 0.0 2.53 0.0 2.7 0.0 0.01 0.0 0.0 Joint Support Reactions for Load Case "IVX2-30°": 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 -61.38 0.0 -61.58 0.0 455.34 0.0 0.0 463.57 0.0 -5.58 0.0 5.8 0.0 0.02 0.0 0.0 64S -41.57 0.0 39.10 0.0 299.42 0.0 0.0 304.82 0.0 4.00 0.0 3.5 0.0 0.05 0.0 0.0 65S -39.46 0.0 -37.60 0.0 -282.25 0.0 0.0 287.47 0.0 -3.65 0.0 3.2 0.0 0.04 0.0 0.0 66S -17.62 0.0 17.22 0.0 -126.57 0.0 0.0 128.94 0.0 1.47 0.0 1.6 0.0 0.01 0.0 0.0 Joint Support Reactions for Load Case "Vg-0°": 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 -15.79 0.0 -19.53 0.0 133.72 0.0 0.0 136.06 0.0 -1.21 0.0 2.3 0.0 0.12 0.0 0.0 64S -19.26 0.0 16.65 0.0 138.43 0.0 0.0 140.75 0.0 2.33 0.0 1.6 0.0 0.07 0.0 0.0 65S 10.98 0.0 12.92 0.0 89.25 0.0 0.0 90.84 0.0 0.83 0.0 -1.4 0.0 0.04 0.0 0.0 66S 13.11 0.0 -10.03 0.0 83.89 0.0 0.0 85.49 0.0 -1.37 0.0 -0.4 0.0 0.09 0.0 0.0


Joint Support Reactions for Load Case "Vs-0° fase sup": 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 -18.04 0.0 -24.28 0.0 159.04 0.0 0.0 161.89 0.0 -1.13 0.0 3.0 0.0 0.19 0.0 0.0 64S -24.19 0.0 18.92 0.0 165.60 0.0 0.0 168.43 0.0 3.08 0.0 1.6 0.0 0.14 0.0 0.0 65S 6.78 0.0 11.09 0.0 67.52 0.0 0.0 68.76 0.0 0.24 0.0 -1.5 0.0 0.10 0.0 0.0 66S 11.03 0.0 -5.74 0.0 59.84 0.0 0.0 61.12 0.0 -1.37 0.0 0.2 0.0 0.15 0.0 0.0 Joint Support Reactions for Load Case "Vs-0° fase inf": 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 -17.99 0.0 -22.79 0.0 146.97 0.0 0.0 149.82 0.0 -0.87 0.0 2.3 0.0 0.12 0.0 0.0 64S -24.23 0.0 17.06 0.0 152.63 0.0 0.0 155.48 0.0 2.89 0.0 0.8 0.0 0.22 0.0 0.0 65S 6.77 0.0 12.95 0.0 80.78 0.0 0.0 82.09 0.0 0.45 0.0 -2.2 0.0 0.17 0.0 0.0 66S 11.04 0.0 -7.22 0.0 71.62 0.0 0.0 72.83 0.0 -1.61 0.0 -0.5 0.0 0.08 0.0 0.0 Joint Support Reactions for Load Case "VIg-30°": 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 -20.00 0.0 -25.27 0.0 150.29 0.0 0.0 153.71 0.0 -0.21 0.0 1.7 0.0 0.21 0.0 0.0 64S 0.59 0.0 -5.85 0.0 -3.61 0.0 0.0 6.90 0.0 1.68 0.0 0.2 0.0 0.21 0.0 0.0 65S -0.59 0.0 -5.85 0.0 -3.61 0.0 0.0 6.90 0.0 1.68 0.0 -0.2 0.0 -0.21 0.0 0.0 66S 20.00 0.0 -25.27 0.0 150.29 0.0 0.0 153.71 0.0 -0.21 0.0 -1.7 0.0 -0.21 0.0 0.0 Joint Support Reactions for Load Case "VIfs-30°": 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 -20.12 0.0 -25.68 0.0 151.13 0.0 0.0 154.61 0.0 -0.12 0.0 1.7 0.0 0.23 0.0 0.0 64S -0.12 0.0 -5.44 0.0 1.71 0.0 0.0 5.70 0.0 1.85 0.0 0.2 0.0 0.23 0.0 0.0 65S 0.12 0.0 -5.44 0.0 1.71 0.0 0.0 5.70 0.0 1.85 0.0 -0.2 0.0 -0.23 0.0 0.0 66S 20.12 0.0 -25.68 0.0 151.13 0.0 0.0 154.61 0.0 -0.12 0.0 -1.7 0.0 -0.23 0.0 0.0 Joint Support Reactions for Load Case "VIfi-30°": 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 -20.09 0.0 -25.68 0.0 150.94 0.0 0.0 154.42 0.0 -0.11 0.0 1.7 0.0 0.23 0.0 0.0 64S -0.15 0.0 -5.44 0.0 1.90 0.0 0.0 5.77 0.0 1.86 0.0 0.2 0.0 0.23 0.0 0.0 65S 0.15 0.0 -5.44 0.0 1.90 0.0 0.0 5.77 0.0 1.86 0.0 -0.2 0.0 -0.23 0.0 0.0 66S 20.09 0.0 -25.68 0.0 150.94 0.0 0.0 154.42 0.0 -0.11 0.0 -1.7 0.0 -0.23 0.0 0.0 Joint Support Reactions for Load Case "VIg2-30°": 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 -43.95 0.0 -45.16 0.0 329.55 0.0 0.0 335.52 0.0 -3.94 0.0 4.2 0.0 0.03 0.0 0.0 64S 14.35 0.0 -15.56 0.0 -106.65 0.0 0.0 108.73 0.0 -1.07 0.0 -1.3 0.0 0.03 0.0 0.0 65S -14.35 0.0 -15.56 0.0 -106.65 0.0 0.0 108.73 0.0 -1.07 0.0 1.3 0.0 -0.03 0.0 0.0 66S 43.95 0.0 -45.16 0.0 329.55 0.0 0.0 335.52 0.0 -3.94 0.0 -4.2 0.0 -0.03 0.0 0.0 Joint Support Reactions for Load Case "VIfs2-30°": 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 -44.07 0.0 -45.57 0.0 330.40 0.0 0.0 336.42 0.0 -3.85 0.0 4.2 0.0 0.04 0.0 0.0 64S 13.64 0.0 -15.15 0.0 -101.33 0.0 0.0 103.36 0.0 -0.90 0.0 -1.2 0.0 0.04 0.0 0.0 65S -13.64 0.0 -15.15 0.0 -101.33 0.0 0.0 103.36 0.0 -0.90 0.0 1.2 0.0 -0.04 0.0 0.0 66S 44.07 0.0 -45.57 0.0 330.40 0.0 0.0 336.42 0.0 -3.85 0.0 -4.2 0.0 -0.04 0.0 0.0 Joint Support Reactions for Load Case "VIfi2-30°": 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 -44.04 0.0 -45.57 0.0 330.20 0.0 0.0 336.23 0.0 -3.84 0.0 4.2 0.0 0.04 0.0 0.0 64S 13.61 0.0 -15.15 0.0 -101.14 0.0 0.0 103.17 0.0 -0.89 0.0 -1.2 0.0 0.04 0.0 0.0 65S -13.61 0.0 -15.15 0.0 -101.14 0.0 0.0 103.17 0.0 -0.89 0.0 1.2 0.0 -0.04 0.0 0.0 66S 44.04 0.0 -45.57 0.0 330.20 0.0 0.0 336.23 0.0 -3.84 0.0 -4.2 0.0 -0.04 0.0 0.0 *** Weight of structure (N): Weight of Angles*Section DLF: 130737.3 Weight of Strains: 12360.0 Total: 143097.3 *** End of Report


6.- VERIFICACION DE MIEMBROS.


B

Sección Long. De Diseño Capacidad Capacidad a TornillosB B t Total L a la Tensión la compresión Secc

Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgCSHG 4,788 Vg-0° 1,737 IIIR 1 45 45 4 H 3.49 A 2.93 502 192 5 9,277 2,292 1 2 12.7 8,158 6,962CIHG 1,856 IIR 7,198 Vg-0° 1 60 60 4 H 4.71 A 4.15 521 95 2 13,140 9,075 1 3 12.7 12,237 10,443CSCS 10,624 Vs-0° fase sup 1,221 IR 1 60 60 4 H 4.71 A 4.15 432 122 5 13,140 6,419 1 4 12.7 16,315 13,924CICS 3,297 IR 11,852 Vs-0° fase sup 1 60 60 6 H 6.91 A 5.86 405 87 2 18,559 14,734 1 3 15.9 18,967 19,581CSCM 7,544 Vs-0° fase sup 1,273 IVX1-0° 1 60 60 4 H 4.71 A 4.15 432 122 5 13,140 6,419 1 4 12.7 16,315 13,924CICM 3,316 IR 8,805 IVX1-0° 1 60 60 6 H 6.91 A 5.86 405 87 2 18,559 14,734 1 3 15.9 18,967 19,581CSCI 11,165 Vs-0° fase inf 1,766 IVX1-0° 1 60 60 4 H 4.71 A 4.15 450 127 5 13,140 6,026 1 4 12.7 16,315 13,924CICI 3,359 IR 12,365 Vs-0° fase inf 1 60 60 6 H 6.91 A 5.86 425 91 2 18,559 14,100 1 3 15.9 18,967 19,581M-1 1,241 VIg-30° 1,350 VIg-30° 1 65 65 6 H 7.53 B 5.85 140 110 1 20,580 12,470 1 3 12.7 12,237 15,665M-2 2,301 VIg-30° 3,685 VIg-30° 1 65 65 6 H 7.53 B 5.85 130 102 1 20,580 14,360 1 3 12.7 12,237 15,665

M-2A 2,329 IR 4,069 Vg-0° 1 65 65 6 H 7.53 B 5.85 130 102 1 20,580 14,360 1 6 12.7 24,473 31,330M-2B 4,254 IR 8,335 VIfs-30° 1 65 65 6 H 7.53 B 5.43 75 59 1 19,113 22,453 1 6 15.9 37,933 39,162M-3 7,719 IVX1-0° 10,225 VIfs-30° 1 90 90 6 H 10.60 B 8.50 110 62 1 29,914 29,771 1 6 15.9 37,933 39,162

M-3A 8,566 IR 11,836 IVX1-0° 1 90 90 6 H 10.60 B 8.50 110 62 1 29,914 29,771 1 6 15.9 37,933 39,162M-3B 13,917 IR 17,349 I 1 90 90 6 H 10.60 B 8.50 110 62 1 29,914 29,771 1 6 15.9 37,933 39,162M-3C 15,023 IR 18,426 I 1 90 90 6 H 10.60 B 8.50 110 62 1 29,914 29,771 1 6 15.9 37,933 39,162M-3D 20,044 IR 24,900 I 1 90 90 6 H 10.60 B 8.50 75 42 1 29,914 32,767 1 6 15.9 37,933 39,162M-4 26,680 IR 30,991 I 1 100 100 10 H 19.20 B 15.70 110 56 1 55,250 58,152 1 6 15.9 37,933 65,270

M-4A 28,947 IR 33,362 I 1 100 100 10 H 19.20 B 15.70 110 56 1 55,250 58,152 1 6 15.9 37,933 65,270M-4B 38,323 IR 44,324 I 1 100 100 10 H 19.20 B 15.70 110 56 1 55,250 58,152 1 10 15.9 63,222 108,783M-4C 39,546 IR 45,476 I 1 100 100 10 H 19.20 B 15.70 110 56 1 55,250 58,152 1 10 15.9 63,222 108,783M-4D 48,673 IR 55,878 I 1 100 100 10 H 19.20 B 15.70 75 38 1 55,250 63,179 1 10 15.9 63,222 108,783M-5 53,672 IR 61,178 I 1 127 127 9.5 H 23.29 B 19.79 211 42 1 70,223 75,670 1 12 15.9 75,867 124,339

M-5A 56,656 IR 64,863 I 1 127 127 9.5 H 23.29 B 19.79 264 52 1 70,223 72,091 1 12 15.9 75,867 124,339M-6 58,040 IR 66,143 I 1 127 127 12.7 H 30.65 B 26.11 331 66 1 92,212 86,992 2 8 15.9 101,156 110,524

M-6A 59,654 IR 68,289 I 1 127 127 12.7 H 30.65 B 26.11 415 83 1 92,212 75,052 2 8 15.9 101,156 110,524D-1 2,451 VIg-30° 2,360 VIg-30° 1 45 45 4 S 3.49 A 2.93 261 150 4 6,669 3,127 1 1 12.7 4,079 3,100

DT-1 1,631 Vg-0° 1,536 Vg-0° 1 50 50 4 S 3.89 A 3.33 341 174 4 7,579 2,593 1 1 12.7 4,079 3,100DT-2 5,178 VIfs-30° 5,210 VIfs-30° 1 60 60 4 S 4.71 A 4.15 266 113 3 9,445 6,840 1 2 12.7 8,158 6,201

DT-2A 3,873 IR 4,643 I 1 60 60 4 S 4.71 A 4.15 311 132 4 9,445 5,454 1 2 12.7 8,158 6,201DT-2B 4,737 I 3,964 IR 1 60 60 4 S 4.71 A 4.15 311 132 4 9,445 5,454 1 2 12.7 8,158 6,201DT-2C 5,563 IVX1-0° 3,978 I 1 60 60 4 S 4.71 A 4.15 266 113 3 9,445 6,840 1 2 12.7 8,158 6,201DT-3 6,685 IR 7,732 I 1 65 65 5 S 6.31 A 5.44 311 117 3 12,373 8,937 1 2 15.9 12,644 9,689

DT-3A 7,866 I 6,807 IR 1 65 65 5 S 6.31 A 5.44 311 117 3 12,373 8,937 1 2 15.9 12,644 9,689DT-3B 7,847 IVX1-0° 6,928 I 1 65 65 5 S 6.31 A 5.44 266 104 3 12,373 9,668 1 2 15.9 12,644 9,689DL-1 1,659 IVX1-0° 1,681 IVX1-0° 1 45 45 4 S 3.49 A 2.93 170 196 4 6,669 1,833 1 1 12.7 4,079 3,100DL-2 1,612 IVX1-0° 1,620 IVX1-0° 1 40 40 4 S 3.08 A 2.52 133 171 4 5,735 2,128 1 1 12.7 4,079 3,100DL-3 4,294 IVX1-0° 4,333 IVX1-0° 1 60 60 4 H 4.71 A 4.01 156 132 4 12,700 5,454 1 1 15.9 6,322 4,351

DL-3A 4,368 IVX1-0° 4,333 IVX1-0° 1 60 60 4 H 4.71 A 4.01 311 132 4 12,700 5,454 1 1 15.9 6,322 4,351DL-3B 4,255 IVX1-0° 4,410 IVX1-0° 1 60 60 4 H 4.71 A 4.01 156 132 4 12,700 5,454 1 1 15.9 6,322 4,351DL-4 3,782 IVX1-0° 3,933 IVX1-0° 1 50 50 4 H 3.89 A 3.19 133 136 4 10,103 4,242 1 1 15.9 6,322 4,351DL-5 7,076 IVX1-0° 7,229 IVX1-0° 1 65 65 5 S 6.31 A 5.44 156 122 4 12,373 8,553 1 2 15.9 12,644 9,689

DL-5A 7,307 IVX1-0° 7,100 IVX1-0° 1 65 65 5 S 6.31 A 5.44 311 122 4 12,373 8,553 1 2 15.9 12,644 9,689DL-5B 6,898 IVX1-0° 7,413 IVX1-0° 1 65 65 5 S 6.31 A 5.44 156 122 4 12,373 8,553 1 2 15.9 12,644 9,689DL-6 5,980 IVX1-0° 6,687 IVX1-0° 1 60 60 4 H 4.71 A 4.01 133 111 3 12,700 7,132 1 2 15.9 12,644 8,703D-2 8,404 IVX1-0° 9,756 IVX1-0° 1 60 60 5 H 5.82 A 4.95 324 89 3 15,661 10,697 1 2 15.9 12,644 10,878

D-2A 7,810 IVX1-0° 7,022 IVX1-0° 1 60 60 5 H 5.82 A 4.95 406 112 3 15,661 8,732 1 2 15.9 12,644 10,878D-3 5,767 IVX1-0° 6,286 IVX1-0° 1 70 70 5 S 6.84 A 6.14 509 119 3 13,975 9,539 1 2 12.7 8,158 7,751

D-3A 5,085 IVX1-0° 4,790 IVX1-0° 1 70 70 5 S 6.84 A 6.14 638 116 3 13,975 9,753 1 2 12.7 8,158 7,751HT-1 3,563 Vg-0° 1,270 IIR 1 50 50 4 H 3.89 A 3.33 220 112 3 10,544 5,805 1 2 12.7 8,158 6,962HL-1 366 IR 1,005 Vg-0° 1 50 50 4 H 3.89 A 3.33 220 112 3 10,544 5,805 1 1 12.7 4,079 3,481

MiembroCARGA ULTIMA ACTUANTE Dimensión del Angulo Sección

Tensión Compresión NetaAplastamientoCortanteφ

Cant.ASCEMaterial

L/r


Sección Long. De Diseño Capacidad Capacidad a TornillosB B t Total L a la Tensión la compresión Secc

Codigo Kg LC Kg LC No mm mm mm Calidad cm2 cm2 cm Curva Kg Kg Cort mm Kg KgHT-2 1,547 IIR 4,938 Vg-0° 1 60 60 4 H 4.71 A 4.15 110 93 3 13,140 8,321 1 2 12.7 8,158 6,962HL-2 1,591 Vg-0° 491 IIR 1 40 40 4 H 3.08 A 2.52 110 141 4 7,979 3,117 1 1 12.7 4,079 3,481HT-3 7,360 Vs-0° fase sup 761 IIIR 1 60 60 4 H 4.71 A 4.01 220 186 4 12,700 2,727 1 2 15.9 12,644 8,703HL-3 332 IR 2,652 Vs-0° fase sup 1 50 50 4 H 3.89 A 3.33 110 112 3 10,544 5,805 1 1 12.7 4,079 3,481HT-4 1,241 IR 8,202 Vs-0° fase sup 1 60 60 6 H 6.91 A 5.86 110 94 3 18,559 12,144 1 2 15.9 12,644 13,054HL-4 3,170 Vs-0° fase sup 849 IR 1 50 50 4 H 3.89 A 3.33 110 112 3 10,544 5,805 1 1 12.7 4,079 3,481HT-5 5,749 Vs-0° fase sup 871 IIR 1 60 60 4 H 4.71 A 4.01 220 186 4 12,700 2,727 1 2 15.9 12,644 8,703HL-5 501 IR 1,826 Vs-0° fase sup 1 50 50 4 H 3.89 A 3.33 110 112 3 10,544 5,805 1 1 12.7 4,079 3,481HT-6 1,018 IR 5,241 IVX2-0° 1 60 60 6 H 6.91 A 5.86 110 94 3 18,559 12,144 1 2 15.9 12,644 13,054HL-6 2,407 IVX1-0° 707 IR 1 50 50 4 H 3.89 A 3.19 110 112 3 10,103 5,805 1 2 15.9 12,644 8,703HT-7 6,958 Vs-0° fase inf 1,260 IIR 1 60 60 4 H 4.71 A 4.01 220 186 4 12,700 2,727 1 2 15.9 12,644 8,703HL-7 810 IR 2,508 VIfi2-30° 1 50 50 4 H 3.89 A 3.33 110 112 3 10,544 5,805 1 1 12.7 4,079 3,481HT-8 2,295 IIR 9,707 Vs-0° fase inf 1 65 65 6 H 7.53 A 6.48 110 87 3 20,522 14,135 1 2 15.9 12,644 13,054HL-8 6,836 I 6,790 IVX1-0° 1 65 65 5 H 6.31 A 5.44 110 86 3 17,212 11,912 1 2 15.9 12,644 10,878DH-1 700 IVX1-0° 702 IVX1-0° 1 45 45 4 H 3.49 A 2.93 156 179 4 9,277 2,197 1 1 12.7 4,079 3,481DH-2 1,078 IVX1-0° 1,081 IVX1-0° 1 45 45 4 H 3.49 A 2.93 156 179 4 9,277 2,197 1 1 12.7 4,079 3,481DH-3 1,080 IVX1-0° 1,082 IVX1-0° 1 45 45 4 H 3.49 A 2.93 156 179 4 9,277 2,197 1 1 12.7 4,079 3,481DH-4 2,023 IVX1-0° 2,029 IVX1-0° 1 45 45 4 H 3.49 A 2.93 156 179 4 9,277 2,197 1 1 12.7 4,079 3,4810H-1 2,718 IVX1-0° 2,993 IVX1-0° 1 60 60 4 H 4.71 A 4.15 271 145 4 13,140 4,487 1 1 12.7 4,079 3,4813M-1 60,348 IR 69,161 I 1 127 127 12.7 H 30.65 B 26.11 204 27 1 92,212 104,334 2 8 15.9 101,156 110,5243M-2 60,720 IR 69,851 I 1 127 127 12.7 H 30.65 B 26.11 102 41 1 92,212 99,952 2 8 15.9 101,156 110,5243D-1 2,770 IVX1-0° 4,034 IVX1-0° 1 65 65 5 S 6.31 A 5.44 338 132 4 12,373 7,276 1 1 15.9 6,322 4,8443D-2 4,780 IVX1-0° 4,800 IVX1-0° 2 45 45 4 H 6.98 A 6.42 109 80 3 20,327 13,835 2 1 12.7 8,158 6,9623D-3 3,136 IVX1-0° 2,526 IVX1-0° 1 50 50 4 H 3.89 A 3.33 277 136 4 10,544 4,253 1 1 12.7 4,079 3,4813H-1 2,579 IVX1-0° 2,749 IVX1-0° 1 50 50 4 H 3.89 A 3.33 179 164 4 10,544 2,898 1 1 12.7 4,079 3,4813H-2 243 IVX1-0° 280 IVX1-0° 1 50 50 4 H 3.89 A 3.33 271 179 6 10,544 3,216 1 1 12.7 4,079 3,4816M-1 61,046 IR 70,791 I 1 127 127 12.7 H 30.65 B 26.11 102 41 1 92,212 99,952 2 8 15.9 101,156 110,5246D-1 4,212 IVX1-0° 4,264 IVX1-0° 2 45 45 4 H 6.98 A 6.42 129 95 3 20,327 12,157 2 1 12.7 8,158 6,9626D-2 1,604 IVX1-0° 1,438 IVX1-0° 1 50 50 4 H 3.89 A 3.19 277 136 4 10,103 4,252 1 1 15.9 6,322 4,3516H-1 3,348 IVX1-0° 3,709 IVX1-0° 1 50 50 4 H 3.89 A 3.19 203 145 4 10,103 3,716 1 1 15.9 6,322 4,3516H-2 328 IVX1-0° 366 IR 1 50 50 4 H 3.89 A 3.33 271 179 6 10,544 3,216 1 1 12.7 4,079 3,4819M-1 61,350 IR 70,942 I 1 127 127 12.7 H 30.65 B 26.11 280 37 1 92,212 101,223 2 8 15.9 101,156 110,5249M-2 61,355 IR 71,303 I 1 127 127 12.7 H 30.65 B 26.11 127 51 1 92,212 95,522 2 8 15.9 101,156 110,5249D-1 2,510 IVX1-0° 3,274 IVX1-0° 1 75 75 5 S 7.36 A 6.49 438 148 4 14,763 6,770 1 1 15.9 6,322 4,8449D-2 3,622 IVX1-0° 4,079 IVX1-0° 2 45 45 4 H 6.98 A 6.42 175 129 4 20,327 8,503 2 1 12.7 8,158 6,9629D-3 1,490 IVX1-0° 1,437 IVX1-0° 1 50 50 4 H 3.89 A 3.33 284 139 4 10,544 4,042 1 1 12.7 4,079 3,4819H-1 1,975 II 1,981 IVX1-0° 1 50 50 4 H 3.89 A 3.33 225 193 4 10,544 2,098 1 1 12.7 4,079 3,4819H-2 317 IVX1-0° 273 IVX1-0° 1 50 50 4 H 3.89 A 3.33 271 179 6 10,544 3,216 1 1 12.7 4,079 3,481

12M-1 59,892 IR 69,079 I 1 127 127 12.7 H 30.65 B 26.11 509 68 1 92,212 85,994 2 8 15.9 101,156 110,52412M-2 60,955 IR 70,826 I 1 127 127 12.7 H 30.65 B 26.11 585 78 1 92,212 78,953 2 8 15.9 101,156 110,52412M-3 61,477 IR 72,124 I 1 127 127 12.7 H 30.65 B 26.11 127 51 1 92,212 95,522 2 8 15.9 101,156 110,52412D-1 3,891 IVX1-0° 3,833 IVX1-0° 1 75 75 6 S 8.75 A 7.70 792 174 4 17,529 5,843 1 1 15.9 6,322 5,81312D-2 2,618 IVX1-0° 2,748 IVX1-0° 1 90 90 6 S 10.60 A 9.55 952 267 4 21,739 2,984 1 1 15.9 6,322 5,81312D-3 6,057 IVX1-0° 6,174 IVX1-0° 2 45 45 4 H 6.98 A 6.42 205 151 4 20,327 6,190 2 1 12.7 8,158 6,96212D-4 3,199 IR 3,069 I 1 55 55 4 H 4.26 A 3.56 284 126 4 11,275 5,378 1 1 15.9 6,322 4,35112H-1 4,635 IVX1-0° 4,789 IVX1-0° 1 60 60 5 H 5.82 A 4.95 166 139 4 15,661 6,029 1 1 15.9 6,322 5,43912H-2 507 IVX1-0° 522 IVX1-0° 1 50 50 4 H 3.89 A 3.33 271 179 6 10,544 3,217 1 1 12.7 4,079 3,481PE1 57,971 IR 69,705 I 1 127 127 12.7 H 30.65 B 26.11 136 55 1 92,212 93,826 2 8 15.9 101,156 110,524PD1 5,591 IR 5,705 I 1 75 75 5 S 7.36 A 6.66 142 96 1 15,158 13,203 1 2 12.7 8,158 7,751PE11 55,957 IR 67,944 I 1 127 127 12.7 H 30.65 B 26.11 305 41 1 92,212 99,967 2 8 15.9 101,156 110,524PD11 5,459 IR 5,729 I 1 75 75 5 S 7.36 A 6.66 334 75 1 15,158 15,318 1 2 12.7 8,158 7,751PE10 56,769 IR 68,607 I 1 127 127 12.7 H 30.65 B 26.11 204 41 1 92,212 99,952 2 8 15.9 101,156 110,524PD10 4,401 IR 4,736 I 1 75 75 5 S 7.36 A 6.66 238 81 1 15,158 14,823 1 2 12.7 8,158 7,751PE9 57,376 IR 69,004 I 1 127 127 12.7 H 30.65 B 26.11 102 41 1 92,212 99,952 2 8 15.9 101,156 110,524PD9 3,709 IR 4,210 I 1 75 75 5 S 7.36 A 6.66 152 51 1 15,158 17,076 1 2 12.7 8,158 7,751PE2 61,379 IR 72,150 I 1 127 127 12.7 H 30.65 B 26.11 204 41 1 92,212 99,952 2 8 15.9 101,156 110,524PD2 5,962 IVX1-0° 7,036 IVX1-0° 1 60 60 5 S 5.82 A 5.12 360 123 4 11,653 7,708 1 2 12.7 8,158 7,751

Cant.φ Cortante AplastamientoMaterial ASCE

L/rMiembro

CARGA ULTIMA ACTUANTE Dimensión del Angulo SecciónTensión Compresión Neta


7.- REACCIONES.

CARGAS VERTICALES SOBRE LAS CIMENTACIONES [kg]

TORRE Compresión Tensión Cortante Cortante

Combinación Hipotesis Transversal Longitudinal

CON FACTORES DE CARGA (F.S.)

+12 TMD126 Hip. I (Norm) 73473 -11397 -9838

+12 TMD126B Hip. IR (Norm) -61727 -10381 -8220

SIN FACTORES DE CARGA (F.S.)

+12 TMD126 Hip. I (Norm) 50130 -7753 -6709

+12 TMD126B Hip. IR (Norm) - 40314 -6785 -5340

Y

X

65 66

64 63


8.- DESPLAZAMIENTOS. Maximo desplazamientos por torre H+12m + 4 patas +6m:

MAXIMO DESPLAZAMIENTO DIR. X: 0.2549 m NUDO4X HP: IVX2-0°

MAXIMO DESPLAZAMIENTO DIR. Y: 0.4128 m NUDO 4P HP: I MAXIMO DESPLAZAMIENTO DIR. Z: -0.1303 m NUDO 4P HP: I

Altura nudo 5P: 52.3m

DIR. X: 0.5 %

DIR. Y: 0.8 % MAXIMO DESPLAZAMIENTO ADMITIDO POR TORRE DE DEFLEXION: 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= 74,104 Kg

Carga de Arrancamiento (Inclinada) Hipot. 1R U= 62,258 Kg

Cortante resultante Hipot. 1 T= 2,081 Kg

ESCUADRA n. 6 L 127 x 100 x 12.7 Alg. 105 mmn. 0 L 127 x 100 x 12.7 Alg. 0 mm

MONTANTE L 127 x 127 x 12.7 A

Area Gruesa = 30.60 cm²Area Neta = 21.72 cm²

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

Compresión Anc = 74,104 + 2,081 = 21.98 cm² 3,497 2,623

Arrancamiento Anu = 62,258 + 2,081 = 18.60 cm² 3,497 2,623

1.4PERNO n. 3 Perno. 15.9 por 6 escuadras

Cortante t = 74,104 = 2,073 < 3,230 Kg/cm²0 tornillos a cortante doble. 35.7418 tornillos a cortante simple.

Aplastamiento p = 74,104 = 2,039 < 6,995 Kg/cm²36.35

L 127 x 12.7 Alg. 105 L 127 x 12.7 A

L 127 x 12.7 Alg. 0

N. 3 ø 1/2

200

200

200

50 L 127 x 12.7 A lg. 10540

200


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 74,104 Kg

Escuadra L 127 x 100 x 12.7A n. 6L 127 x 100 x 12.7 A n. 0

Montante L 127 x 127 x 12.7 A

Distribución de las presiones

(Presión de contacto)

f'c = 210 Kg/cm² solicitaciones de compresión

b1 = 10.5 cm longitud de la escuadrab2 = 0.0 cm longitud de la escuadrat = 1.27 cm espesor de la escuadrar = 1.27 cm radio de curvatura

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

X = t x Fy = 1.27 x 3,447 = 4.716 cm1,19 f'c 250

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

= 250 x 10.5 x ( 1.27 + 1.27 + 4.716/2 ) x 6 = 77,144 = 250 x 0 x ( 1.27 + 1.27 + 4.716/2 ) x 0 = 0

77,144 > 74,104 Kg

Distancias mínimas de la escuadra

2w = 2 x 10 = 20 cm 2 ≥ 20 cm

(Ver. hoja anterior)

x r

1

1 2


VERIFICACION A LA FLEXION DE LA ESCUADRA

Seccion 1-1: Wp 1 = 1.27² /4 = 0.4032 cm³/cm

Wp= Modulo de resistencia elastica de la sección

Momento flexionante M = 250 x 4.716²/4 = 1,390.04 Kg cm/cm

Solicitación s = 1,390.041 3,447 < 3,497 Kg/cm²0.4032

Seccion 2-2: Wp 2 = 2.54² /6 = 1.075 cm³/cm

Momento torsionante M = (250 x 4.716/ 2)x(4.716 / 3+1.27) = 1675 Kg cm/cm

250 x 1.27²/2 = 202 Kg cm/cm

1,877 Kg cm/cm

Solicitación s = 1,877 1,746 < 3,497 Kg/cm²1.075

VERIFICACIÓN; COMBINACIÓN DE CORTANTE + MOMENTO

Momento torsionante M = (250x4.716/2)x(4.716/3+2.54) = 2424 Kg cm/cm

250 x 2.54²/2 = 806 Kg cm/cm

3,230 Kg cm/cm

M x b = 3,230 x 10.5 = 33,920 Kg cm

W= (2x1.986x8.5²+0x1.986x0^2+2x1.986x4.7²)/8.5= 44.08 cm³

s = 33,920 769 Kg/cm²44.08

Combinación de cortante + tracción

2,073 ² + 769 ² = 0.44 < 1.003230 ² 4894 ²

1.- GENERALIDADES.€¦ · 2. normas 4 2.1. materiales 4 2.2. espesor minimo permitido 4 2.3....

Documents

Transcript of 1.- GENERALIDADES.€¦ · 2. normas 4 2.1. materiales 4 2.2. espesor minimo permitido 4 2.3....