simply supported beam with a span of 7.8 meters is subjected to a uniform vertical load of 52 kN/m, acting on the plane of the minor axis of the beam section. The beam against lateral buckling at the top and bottom flanges for the entire span. The material is A36 steel with Fy =248 MPa and modulus of elasticity of 200 GPa. The allowable flexural stress for laterally braced compact sections is 0.66FY. Allowable shear stress is 0.40Fy and allowable deflection is 1/360 of the span. Assume the section is compact. is restrained

simply supported beam with a span of 7.8 meters is subjected to a uniform vertical load of 52 kN/m, acting on the plane of the minor axis of the beam section. The beam against lateral buckling at the top and bottom flanges for the entire span. The material is A36 steel with Fy =248 MPa and modulus of elasticity of 200 GPa. The allowable flexural stress for laterally braced compact sections is 0.66FY. Allowable shear stress is 0.40Fy and allowable deflection is 1/360 of the span. Assume the section is compact. is restrained

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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