BEAM ABC is fixed at both ends (A&C) and hinge supported at B. AB-6m (31) BC-5m (21), the beam carries a uniform load of 8KN/m from A-B and concentrated load of 36KN 3m from C. Use moment distribution method (1cycle) Determine the moment at A -25.08KNM -17.70KNM 25.08KNM O-23.46KNM

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