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Consider: a. A prismatic beam in uniaxial tension of 130 N, with a CSA of 95 mm b. A hollow cylinder in pure torsion

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Consider: a. A prismatic beam in uniaxial tension of 130 N, with a CSA of 95 mm b. A hollow cylinder in pure torsion (applied torque = 170 kN*m) with outer radius = 15 cm and thickness = 1 cm For each, graph the normal and shear stresses present as a function of cut angle 0 (from 0 to 180). Show any calculations required to get your plot.

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