Solve Prob. 14–76using Mohr’s circle.
(Reference Problem 14-76)
The state of plane strain on an element is ∈x = -300(10-6) , ∈y = 0 , and γxy = 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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