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The state of stress at a point is σx = 20, σy = 0, σz =...

The state of stress at a point is σx = 20, σy = 0, σz = 20, τxy = 40, τyz = -20√2, and τzx = 0 kpsi. Determine the principal stresses, draw a complete Mohr’s three-circle diagram, labeling all points of interest, and report the maximum shear stress for this case.

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