A thin tubular bar shown in Fig is subjected to a torque T = 113000 Nm (115455 kgf cm). The dimensions are as indicated. Determine the shear stresses in the walls. Given a = 12.7 cm, t1 = 0.06 cm, t2 = 0.08 cm, t3 = 0.06 cm, t4 = 0.10 cm, t5 = 0.13 cm
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