The result of an earthquake is generally due to the aspects such as load path distribution irregularities in structures,
effects of source and local site. Earthquake causes vibration in ground and structures resting on it which will be subjected to
ground motion. In this work an effort is made to study the behaviour of asymmetric structure with plan irregularities when
subjected to nonlinear static analysis. Analysis is done using ETABs software. 5 no of G+5 RC frame structures were considered,
where one is the Regular(Rectangular) in plan and others are H, L, U, E shape in plan. Results like storey displacement, storey
shear, storey drift and Capacity curve are computed using ETABS and the values extracted are compared with each other.
