The principal strains are ε p 1 = 715 με , ε p 2 = 570 με , for a point in a body subjected to plane strain. Assume θ p = 33.86 ∘ . Construct Mohr’s circle and use it to (a) determine the strains ε x , ε y , and γ x y . (Assume ε x > ε y ) (b) determine the maximum in-plane shear strain and the absolute maximum shear strain. (c) draw a sketch showing the angle θ p , the principal strain deformations, and the maximum in-plane shear strain distortions. On a piece of paper, construct Mohr’s circle. Enter the strains corresponding to the center C and radius R of Mohr’s circle.