10-99. The state of strain at the point on the bracket has components Px = 350(10-6), Py = -860(10-6), gxy = 250(10-6). Use the strain-transformation equations to determine the equivalent in-plane strains on an element oriented at an angle of u = 45° clockwise from the original position. Sketch the deformed element within the x - y plane due to these strains. | |
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