The state of stress at a point in a member is shown on the element. Suppose that σxσx = -60 MPaMPa , σyσy = -100 MPaMPa , τxyτxy = -27 MPaMPa .
1. Determine the normal stress component acting on the plane AB. σx′
2. Determine the shear stress component acting on the plane AB. τx′y′
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