A steel column consisting of ISMB 400 has one end restrained against translation and rotation,while the other end is restrained against translation only. Its unsupported length is 5 m. Determineits axial load carrying capacity at service loads using the limit state design of IS: 800-2007.Design compressive strengthEuler buckling stress fccfcdfyly mo+[0²-2²10.5$ = 0.5(1 + a(-0.2) +2²)fyfccandλ =fcc=T²EKL2α = 0.34 for buckling class b= 300 MPa, Ymo = 1.1, Y₁ = 1.5yE = 200 GPaMinimum radius of gyration for ISMB 400 = 28.2 mm, area of cross-section = 7846 mm².

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Answered: A steel column consisting of ISMB 400…

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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Topic: COMBINED STRESS - STEEL DESIGN Please solve your Solution in a handwritten Note: It should be handwritten pleaseeee

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