The critical stress of infinite plate having width b and thickness t loaded by compressive forces acting on simply supported sides is given by . b) (kπ2E)/ . c) (kπ2E)/ . d) (kπ2E)/ .

The critical stress of infinite plate having width b and thickness t loaded by compressive forces acting on simply supported sides is given by . b) (kπ2E)/ . c) (kπ2E)/ . d) (kπ2E)/ . Correct Answer 12(1-μ2)(b/t)

The critical stress of infinite plate having width b and thickness t loaded by compressive forces acting on simply supported sides is given by fcr = (kπ2E)/ , where μ is Poisson’s ratio of material, b/t is width-to-thickness ratio of plate, k is buckling coefficient and E is Young’s modulus of rigidity of material. The value of coefficient k depends on constraints along non-loaded edges of plate.

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