10-13. The state of plane strain on an element is Px = -300(10-6 ), Py = 0, and gxy = 150(10-6 ). Determine the equivalent state of strain which represents ( a) the principal strains, and ( b) the maximum in-plane shear strain and the associated average normal strain. Specify the orientation of the corresponding elements for these states of strain with respect to the original element. | |
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