Multistorey structures are frequently caused by the earthquake by the scarcity of provision. Earthquake often occurs on zone 4 and zone 5 region due to lack of remedies building cannot be elevated beyond the certain height. This present study was done base shear variation between regular and irregular configuration informs of the various zone such as zone II, zone III, zone IV, & V various soil conditions such as Medium, Soft, Hard respectively. So, such preliminary data were considered to get better performance of buildings as well as two designs were done such as manual design & software design by Staad.pro. Eventually, base shear performance was found for between different zone region and soils respectively. This SLA was assumed out by considering different seismic zones & soils. As per data, ACP was done for Regular & Irregular structure to get a view of the plan.