10-2. The state of strain at the point has components of Px = 200 (10-6 ), Py = -300 (10-6 ), and gxy = 400(10-6 ). Use the strain-transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of 30! counterclockwise from the original position. Sketch the deformed element due to these strains within the x - y plane. | |
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