Principal stresses and maximum shear stress

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Reference no: EM13710480

A pressure cylinder (ends closed) having an internal radius of 6 inches and thickness 1 inch is subjected to an internal pressure of 5 ksi, a twisting torque of 50,000 in-lb, and a bending moment of 50,000 in-lb. Determine the principal stresses and maximum shear stress at the critical location.

Reference no: EM13710480

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