A W14 x 68 is used as a beamhaving a simple span of 6 m.Próperties of WF Section.d = 356.62 mmbf = 254.89 mm%3Dtf = 18.29 mmtw = 10.54 mmSx = 1688 x 103 mm3%3DRy = 62.48 mm%3DZx = 1885 x 103 mm3%3DFy = 345.6 MPa%3DEl = 150 000 kN-m2%3DCompute the safe uniform load (Wa)it could support due to the shearstrength of the beam. Use Case I forhot rolled shapes conditions usingASD Method. (kN/m)

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A W14 x 68 is used as a beam having a simple span of 6 m. Próperties of WF Section. d = 356.62 mm %3D bf = 254.89 mm %3D tf = 18.29 mm %3D tw = 10.54 mm %3D Sx = 1688 x 103 mm3 || Ry = 62.48 mm %3D Zx = 1885 x 10³ mm3 %3D Fy = 345.6 MPa %3D El = 150 000 kN-m2 %3D Compute the safe uniform load (Wa) it could support due to the shear strength of the beam. Use Case I for hot rolled shapes conditions using ASD Method. (kN/m)

A W14 x 68 is used as a beam having a simple span of 6 m. Próperties of WF Section. d = 356.62 mm %3D bf = 254.89 mm %3D tf = 18.29 mm %3D tw = 10.54 mm %3D Sx = 1688 x 103 mm3 || Ry = 62.48 mm %3D Zx = 1885 x 10³ mm3 %3D Fy = 345.6 MPa %3D El = 150 000 kN-m2 %3D Compute the safe uniform load (Wa) it could support due to the shear strength of the beam. Use Case I for hot rolled shapes conditions using ASD Method. (kN/m)

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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