Question: The elastic buckling stress for thin flat plate of length L, depth d and thickness t simply supported along four edges and loaded by bending stress distribution is given by
Options
A : fcr = ?2E/k[12(1-?2)(d/t)2].
B : fcr = ?2E/k[12(1+?2)(d/t)2].
C : fcr = k?2E/[12(1+?2)(d/t)2].
D : fcr = k?2E/[12(1-?2)(d/t)2].
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