There are Different Methods have been used In Order to assess the behavior of Beams Columns with respect to Shear, Torsion, Buckling, etc. of the Reinforced Concrete Structure. Generally, the behaviors of these structure components are analyzed experimentally. With the Advanced progress in numerical tools like Finite Element Method, it becomes easy to model and analyze the complex and detailed behavior of structural members like Beam, Column and Joints. In this present paper Models of Beam-Column Joints subjected to axial and uniformly distributed loading are used. The Nonlinear Finite Element Analysis is used to analyze Beam-Column Joint thoroughly with the FEM software ANSYS.