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The buckling stress fcr varies _____(a) inversely as plate slenderness or width-to-thickness ratio(b) directly as plate slenderness or width-to-thickness ratio(c) inversely as square of plate slenderness or width-to-thickness ratio(d) directly as square of plate slenderness or width-to-thickness ratioThe question was asked in an internship interview.Enquiry is from Local Buckling of Plates topic in section Plastic and Local Buckling Behaviour of Steel of Design of Steel Structures |
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Answer» RIGHT answer is (c) INVERSELY as square of plate slenderness or width-to-thickness ratio Explanation: The buckling stress fcr varies inversely as square of plate slenderness or width-to-thickness ratio,√(FY /fcr) = (b/t)√{(fy / E)[12(1-μ^2)/(π^2k)]} . |
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