A cantilever beam fixed at left end carries a udl w/unit length over the left half portion and a point load W at the free end. If L is thelength of the beam, the bending moment at fixed end is:
AWL/2+ WL ^2/4
BwL/2+ WL^2/4
CWl/2+WL^2/8
DWL+WL^2/8
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