1.

The elastic buckling stress of thin flat plate of length L, depth d and thickness t simply supported along four edges and loaded by shear stresses distributed uniformly along its edges is given by

A. f<sub>cr</sub> = kπ<sup>2</sup>E / [12(1-μ<sup>2</sup>)(d/t)<sup>2</sup>].
B. f<sub>cr</sub> = kπ<sup>2</sup>E / [12(1+μ<sup>2</sup>)(d/t)<sup>2</sup>].
C. f<sub>cr</sub> = kπ<sup>2</sup>E / [12(1-μ<sup>2</sup>)(d/t)].
D. f<sub>cr</sub> = kπ<sup>2</sup>E / [12(1+μ<sup>2</sup>)(d/t)].
Answer» B. f<sub>cr</sub> = k‚âà√¨‚àö√ë<sup>2</sup>E / [12(1+‚âà√≠¬¨‚à´<sup>2</sup>)(d/t)<sup>2</sup>].


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