Figure I shows a cantilever beam which is 6 m long and fixed at A. The beam carries a uniformly distributed load of 30 kN/m over its full length. A moment of 50 kNm is applied at 3 m from the fixed support, at B. Determine the slope and deflection at points B and C using the conjugate beam method (E = 200 GPa and I = 1500 x 10 mm*). 50 kNm 30 kN/m C B 3 m 3 m 51 I