∵MBA=FEMBA+2EIl(θA+2θB−3δl) FEMBA=0;θA=0 [Fixed support] MBA=0+2EIl(0+2θB)−6EIδl2 MBA=0;[hingedsupport]θB=32(δl) =32×5×10−310=7.5×10−4radian