With reference to Problem 1.15, find the magnitude of the maximum shear stress and show by sketch the orientation of the plane it acts on.
Problem 1.15
Suppose that
σxx = 2,500 σyy = 5,200 τxy = 3,700
and the z-direction shear stresses(τzx, τzy) are zero, while the z-direction normal stress (σzz) is 4,000 psi. Find: the major, intermediate, and minor principal stresses.
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