Derive formulas for the maximum tensile stress st

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Reference no: EM131062373

A beam of semicircular cross section of radius r is subjected to a bending moment M having its vector at an angle u to the z axis (see figure).

Derive formulas for the maximum tensile stress σt and the maximum compressive stress σc in the beam for θ= 0, 45°, and 90°.

Reference no: EM131062373

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