Solve Problem 4.41 using the octahedral shear-stress criterion of failure.
Problem 4.41
A closed thin-wall tube has a mean radius of 40.0 mm and wall thickness of 4.00 mm. It is subjected to an internal pressure of 11.0 MPa. The axis of the tube lies along the z axis. In addition to internal pressure, the tube is subjected to an axial load P = 80.0 kN, bending moments Mx = 660 N • m and My = 480 N • m, and torque T = 3.60 kN • m. If yielding is impending in the tube, determine the yield stress Y of the material based on the maximum shear-stress criterion of failure.
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