A 50-mm diameter structural steel shaft is subjected to a torque T = 1.20 kN • m and an axial load P. A hollow torsion specimen made of the same steel indicated a shear yield point τY = 140 MPa. If the shaft is designed for a factor of safety SF = 2.00, determine the magnitude of P based on
a. the maximum shear-stress criterion of failure and
b. the octahedral shear-stress criterion of failure.
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