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Consider a cantilever beam, with the load varies with x as given below. 7m X P(x)=55u sin X TCX L X (A) Maximum shear

Consider a cantilever beam, with the load varies with x as given below. 7m X P(x)=55u sin X TCX L X (A) Maximum shear force is 245.098u (B) Maximum bending moment is 857.843 (C) Maximum bending moment is at the fixed end (D) The point of contra flexure is at 3.25 m

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