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 isused with Fy3D248 MPa. Compute the allowable bending stress(MPa)if it has a simple span of 9 m. Properties of W Section A=24709.6mm2 d 840.74 mm tw3D14.73 mm 1 2792.9 x 106 mm I, 90.74 x 106mm S= 6653.15 x 103 mm b= 292.35 mm ty%3D21.72mm We Ar Sy621.07 x 103 mm %3D De ry=335.28 mm Fla Ty = 60.45 mm Flar WelMor Sect Ime tw mm d. by

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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

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