A differential element is subjected to plane strain that has the following components; ϵx = 950(10−6), ϵy. = 420(10−6), and γxy = −325(10−6). Use the strain-I transformation equations and determine (a) the principal rs rains and (b) the maximum in plane shear strain and the associated average strain. In each case specify the orientation of the element and show how the strains deform the element.
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