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Example 3

A two-stage shaft with dimensions 2 / 3D and D = 10cm was fixed permanently with the right end and loaded with moments of 20 and 60 kNm as shown in the drawing. Assume G = 80 GPa. Calculate and draw diagrams of the torsional moments, the unit twist angle and the twist angle: \ (M (x), \ Delta l (x), \ tau (x) \). Calculate the stresses on the alpha section.

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