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Using the Moment Distribution Method, draw the Shear and Bending moment diagrams for the beam shown below. Please note that the supports in A & C are fixed and D is roller Please solve it showing all steps Sign convention is: (CW rotation is +) cm 5 KN/m E = 200 GPa E = 200 GPa I = 100 x 10 mm² I = 50 x 10 mm 0.005 rad