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Maximum energy of distortion theory of failure

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Reference no: EM13703091

A steel circular bar (\sigmayp =250 MPa) of d=60-mm diameter is acted upon by combined moments M and axial compressive loads P at its ends. Taking M=1.5KN.m, determine, based on the maximum energy of distortion theory of failure, the largest allowable value of P.

Reference no: EM13703091

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