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Local buckling can be prevented by

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in Design of Steel Structures by (962k points)
Local buckling can be prevented by

(a) limiting width-thickness ratio

(b) increasing width-thickness ratio

(c) changing material

(d) changing load on member

I got this question in an international level competition.

My question is from Beam Types and Sections in portion Design of Beams of Design of Steel Structures

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Correct option is (c) changing material

The best explanation: Local buckling of compression members of beam causes loss of integrity of beam cross section. It is a function of width-thickness ratio and can be prevented by limiting width-thickness ratio.

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