A cantilever beam of span l carries a uniformly varying load of zero intensity at the free end and w per metre length at the fixed end. What does the integration of the ordinate of the load diagram between the limits of free and fixed ends of the beam give ?

A. Bending moment at the fixed end B. Shear force at the fixed end C. Bending moment at the free end D. Shear force at the free end



A. Bending moment at the fixed end