A W section is used as a beam without lateral support. A36 steel is used with Fy3D248 MPa. Compute the allowable bending stress(MPa) if it has a simple span of 9 m. Properties of W Section A=24709.6 mm2 d 840.74 mm tw3D14.73 mm I 2792.9 x 106 mm I, 90.74 x 106 mm S= 6653.15 x 103 mm b= 292.35 mm ty%3D21.72mm We Ar Sy 621.07 x 103 mm %3D De ry=335.28 mm Fla Ty = 60.45 mm Flar Wel Mor Sect Ime tw mm d. by

Structural Analysis
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 A W section is used as a beam without lateral support. A36 steel is used with Fy3D248 MPa. Compute the allowable bending stress(MPa) if it has a simple span of 9 m. Properties of W Section A=24709.6 mm2 d 840.74 mm tw3D14.73 mm I 2792.9 x 106 mm I, 90.74 x 106 mm S= 6653.15 x 103 mm b= 292.35 mm ty%3D21.72mm We Ar Sy 621.07 x 103 mm %3D De ry=335.28 mm Fla Ty = 60.45 mm Flar Wel Mor Sect Ime tw mm d. by

A W section is used as a beam without lateral support. A36 steel is
used with Fy3D248 MPa. Compute the allowable bending stress(MPa)
if it has a simple span of 9 m. Properties of W Section A=24709.6
mm2 d 840.74 mm tw3D14.73 mm 1 2792.9 x 106 mm I, 90.74 x 106
mm S= 6653.15 x 103 mm b= 292.35 mm ty%3D21.72mm We Ar Sy
621.07 x 103 mm %3D De ry=335.28 mm Fla Ty = 60.45 mm Flar Wel
Mor Sect Ime tw mm d. by
Transcribed Image Text:A W section is used as a beam without lateral support. A36 steel is used with Fy3D248 MPa. Compute the allowable bending stress(MPa) if it has a simple span of 9 m. Properties of W Section A=24709.6 mm2 d 840.74 mm tw3D14.73 mm 1 2792.9 x 106 mm I, 90.74 x 106 mm S= 6653.15 x 103 mm b= 292.35 mm ty%3D21.72mm We Ar Sy 621.07 x 103 mm %3D De ry=335.28 mm Fla Ty = 60.45 mm Flar Wel Mor Sect Ime tw mm d. by
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