Most engineers are investigating the seismic resistance of multi-story residential apartment structures with advanced non-linear approaches. This study uses the Staad Pro program and the considerably simpler comparable static approach to investigate the seismic resistance of a G+5-story building. By combining a dead load and super load, the seismic and non-seismic analyses of a comparable structure are further compared. It was observed that, in comparison to the non-seismic study, the seismic results exhibited far larger maximum moments and shear forces. Past seismic events have demonstrated that numerous structures were completely or partially damaged. Understanding these systems' unstable responses is therefore essential. The primary objective of the current study is to compare seismic and non-seismic structures. The analysis was finished in compliance with the requirements of IS codes 1893, 875, and 456:2000.