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5. The rectangular plate deforms as shown by the dashed lines. Determine the shear strain yrv at Point A Determine the shear

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Answer #1

1) \gamma _x_y = 0, as the right angle of the element along the X,y axis does not deforms.

2) tan u = 5.02/4.99

u = 45.17° = 0.7884 rad

y = 71/2 - 2 * 0.7884 = -0.00599 rad (Ans)

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