Abstract
Beam and column where intersects is called as joint or Connection. The different types of joints are c lassified as corner joint, exterior joint, interior joint etc. on beam column joint app lying quasi-static loading .i. e. monotonic loading on cantilever end of the beam and study of various parameters as to be find out on co rner and exterior beam column joint i.e. maximum st ress, minimum stress, displacement and variation in stiffness of beam col umn joint can be analyzed in Ansys software ( Non-L inear FEM Software) The various research studies focused on corner and exte rior beam column joints and their behavior, support conditions of beam-column joints. Some recent experimental studies, however, addressed beam-column joints of substandard RC fram es with weak columns, poor anchorage of longitudinal beam bars and insufficien t transverse reinforcement. the behavior of exterio r beam column joint is different than the corner beam column joint.
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