10-101. A differential element is subjected to plane strain that has the following components; P x = 950(10 −6 ), P y = 420(10 −6 ), gxy = -325(10-6). Use the straintransformation equations and determine ( a) the principal strains 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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