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The critical stress is at the section at which beam is fixed
Sy=0
Sx=(P/A)+(Mc/I).....Tensile stress
Txy=(T*(d/2))/J.....Shear stress
The maximum tensile stress is 25.8 MN/m^2 (tension)
The maximum shear stress is 13.2 MN/m^2 (shear)
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