The research work is mainly aimed to study the behavior of columns when the structure is subjected to seismic loading conditions. When seismic loads are applied to the structure, the resultant seismic forces are distributed unevenly to the components of the structural system a group of columns may be subjected to larger intensity of loads than other one. If the column arrangement is not done properly considering load path and configuration of the system, the compression members may experience more stress than their design strength or capacity resulting in permanent deformation or failure.