If a prismatic member having area of cross-section A is subjected to a tensile load P, then the maximum shear stress and its inclination with the direction of load will be
A
PAand45°
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B
2PAand45°
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C
P2Aand45°
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D
PAand60°
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Solution
The correct option is CP2Aand45° Maximum shear stress =(P/A)+02=P2A