QS-3: Compute the shear strain (yxy) for the given rectangular prism system (G=630 MPa). The below plate is constant and P is applied to the top plate. The P load creates 1 mm displacement at the top plate. Compute the load P=? The shear stress Txy=G. Yxy The Load P= Txy.A 62 mm 50 mm 200 mm 50 mm A D mm Ysy B Txy Tyx -Txy Eq.1 Eq.2

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Planar Stresses