Analisis cercha tijeral

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Luis Arias Egoavil

Configuración de cercha metálica como opción de reemplazo de viga W.

Education

MATERIAL : ASTM A-36
CONFIGURACION : VIGA W
PERFIL : W 10” x 30 Lbs/pie
ALTURA : 10”
PESO : 1187.3 kg
OBJETIVO:
DISEÑAR UN TIJERAL QUE REEMPLACE
LA VIGA W10”x30 Lbs /pie.

MATERIAL : ASTM A-36
CONFIGURACION : SIMPLE - V
PERFIL : TUBO CUAD. 2”x2”x1/8”
ALTURA : 300 mm
PESO : 570.8 kg
F.S. = 0.74
DESPLAZAMIENTO = 30.06 mm

MATERIAL : ASTM A-36
CONFIGURACION : DOBLE
PERFIL : TUBO CUAD. 1. 1/2”x1. 1/2”x2.5 mm
ALTURA : 300 mm
PESO : 496,3 kg
F.S. = 0.37DESPLAZAMIENTO = 79.43 mm

MATERIAL : ASTM A-36
CONFIGURACION : DOBLE
PERFIL : TUBO CUAD. 1. 1/2”x1. 1/2”x2.5 mm
ALTURA : 400 mm
PESO : 539,3 KG
F.S. = 1DESPLAZAMIENTO = 23.71 mm

CONCLUSION
MATERIAL : ASTM A-36
CONFIGURACION : DOBLE
PERFIL : TUBO CUAD. 1. 1/2”x1. 1/2”x2.5 mm
ALTURA : 400 mm
PESO : 539,3 KG

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Analisis cercha tijeral

2. MATERIAL : ASTM A-36 CONFIGURACION : VIGA W PERFIL : W 10” x 30 Lbs/pie ALTURA : 10” PESO : 1187.3 kg OBJETIVO: DISEÑAR UN TIJERAL QUE REEMPLACE LA VIGA W10”x30 Lbs /pie.

3. MATERIAL : ASTM A-36 CONFIGURACION : SIMPLE - V PERFIL : TUBO CUAD. 2”x2”x1/8” ALTURA : 300 mm PESO : 570.8 kg F.S. = 0.74 DESPLAZAMIENTO = 30.06 mm

4. MATERIAL : ASTM A-36 CONFIGURACION : DOBLE PERFIL : TUBO CUAD. 1. 1/2”x1. 1/2”x2.5 mm ALTURA : 300 mm PESO : 496,3 kg F.S. = 0.37DESPLAZAMIENTO = 79.43 mm

5. MATERIAL : ASTM A-36 CONFIGURACION : DOBLE PERFIL : TUBO CUAD. 1. 1/2”x1. 1/2”x2.5 mm ALTURA : 400 mm PESO : 539,3 KG F.S. = 1DESPLAZAMIENTO = 23.71 mm

6. CONCLUSION MATERIAL : ASTM A-36 CONFIGURACION : DOBLE PERFIL : TUBO CUAD. 1. 1/2”x1. 1/2”x2.5 mm ALTURA : 400 mm PESO : 539,3 KG

Analisis cercha tijeral

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