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We know columns beams joints in RCC building frames congestion of reinforcement bar's is a problem handling with great care. Joints may break because of expansion of steel bars . Additional thickness and rebars shall be given to beams on column support section. Some eccentricity will give torsion resistance also while designing joint thickness won't take into account which is an error in the safe side. My question is, how to develop frame moments in a RCC frames?