Problem 1. A W section is used as a beam without lateral support. A36 steel is used with Fy=248 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 b= 292.35 mm ty 21.72 mm tw 14.73 mm 1=2792.9 x 106 mm I, = 90.74 x 106 mm Sx = 6653.15 x 103 mm %3D %3D %3D Sy 621.07 x 103 mm ry 335.28 mm = 60.45 mm A. De %3D %3D Fla Ty Fla

Problem 1. A W section is used as a beam without lateral support. A36 steel is used with Fy=248 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 b= 292.35 mm ty 21.72 mm tw 14.73 mm 1=2792.9 x 106 mm I, = 90.74 x 106 mm Sx = 6653.15 x 103 mm %3D %3D %3D Sy 621.07 x 103 mm ry 335.28 mm = 60.45 mm A. De %3D %3D Fla Ty Fla

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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