10-8. The state of strain at the point on the bracket has components Px = -200(10-6 ), Py = -650(10-6 ), gxy = -175(10-6 ). Use the strain-transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of u = 20! counterclockwise from the original position. Sketch the deformed element due to these strains within the x - y plane. | |
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