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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. Determine its axial load carrying capacity at service loads using the limit state design of IS: 800-2007. Design compressive strength Euler buckling stress fcc and fcd = fcc = λ = fyl Ymo = + [0² 0.5(1 + a(-0.2) +2²) fy fcc - 2²10.5 π²E α = 0.34 for buckling class b 300 MPa, Ymo fy E = 200 GPa Minimum radius of gyration for ISMB 400 = 28.2 mm, area of cross-section = 7846 mm². = 1.1, Y₁ = 1.5

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. Determine its axial load carrying capacity at service loads using the limit state design of IS: 800-2007. Design compressive strength Euler buckling stress fcc and fcd = fcc = λ = fyl Ymo = + [0² 0.5(1 + a(-0.2) +2²) fy fcc - 2²10.5 π²E α = 0.34 for buckling class b 300 MPa, Ymo fy E = 200 GPa Minimum radius of gyration for ISMB 400 = 28.2 mm, area of cross-section = 7846 mm². = 1.1, Y₁ = 1.5

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 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. Determine its axial load carrying capacity at service loads using the limit state design of IS: 800-2007. Design compressive strength Euler buckling stress fcc fcd fyly mo +[0²-2²10.5 $ = 0.5(1 + a(-0.2) +2²) fy fcc and λ = fcc = T²E KL 2 α = 0.34 for buckling class b = 300 MPa, Ymo = 1.1, Y₁ = 1.5 y E = 200 GPa Minimum radius of gyration for ISMB 400 = 28.2 mm, area of cross-section = 7846 mm².
Transcribed Image Text: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. Determine its axial load carrying capacity at service loads using the limit state design of IS: 800-2007. Design compressive strength Euler buckling stress fcc fcd fyly mo +[0²-2²10.5 $ = 0.5(1 + a(-0.2) +2²) fy fcc and λ = fcc = T²E KL 2 α = 0.34 for buckling class b = 300 MPa, Ymo = 1.1, Y₁ = 1.5 y E = 200 GPa Minimum radius of gyration for ISMB 400 = 28.2 mm, area of cross-section = 7846 mm².
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