Both sections of rod ABC are circular and solid with diameters d 100 mm AB = and d 50 mm BC = . Determine the maximum shear stress in the member and the angle of twist from A to C. Take the shear modulus of the material comprising the bar as G 32 GPa. = Torques are applied at the at the tail ends of the arrows.

814.87 kPa

Explanation:

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