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1.07 x 10^3 mm^3 d = 840.74 mm                              Ix = 2792.9 x 10^6 mm^4   rx = 335.28 mm bf = 292.35 mm                             Iy = 90.74 x10^6mm^4                            ry = 60.45 mm tf = 21.72 mm                            Sx =6653.15 x 10^3 mm^3 1.      Compute the allowable bending stress if it has a simple span of 3 m. 2.      Compute the allowable bending stress if it has a simple span of 4 m. 3.      Compute the allowable bending stress if it has a simple span of 6 m

1.07 x 10^3 mm^3 d = 840.74 mm                              Ix = 2792.9 x 10^6 mm^4   rx = 335.28 mm bf = 292.35 mm                             Iy = 90.74 x10^6mm^4                            ry = 60.45 mm tf = 21.72 mm                            Sx =6653.15 x 10^3 mm^3 1.      Compute the allowable bending stress if it has a simple span of 3 m. 2.      Compute the allowable bending stress if it has a simple span of 4 m. 3.      Compute the allowable bending stress if it has a simple span of 6 m

Structural Analysis
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 a beam without lateral support. A 36 steel is used with Fy = 248 MPa. Properties of W section A = 24709.60 mm^2                            tw = 14.73 mm                                       Sy = 621.07 x 10^3 mm^3 d = 840.74 mm                              Ix = 2792.9 x 10^6 mm^4   rx = 335.28 mm bf = 292.35 mm                             Iy = 90.74 x10^6mm^4                            ry = 60.45 mm tf = 21.72 mm                            Sx =6653.15 x 10^3 mm^3 1.      Compute the allowable bending stress if it has a simple span of 3 m. 2.      Compute the allowable bending stress if it has a simple span of 4 m. 3.      Compute the allowable bending stress if it has a simple span of 6 m. 4.      Compute the allowable bending stress if it has a simple span of 9 m.
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