From various literatures and studies it is found that vertical irregularities are more hazardous in seismic action of
building. In the present work emphasis is given on studying effect of geometric irregularities with different geometric shapes
such as O, C, H and PLUS along with change in structural Framing Such as RCC framing and Steel framing. All models are
analyzed using Staad. PROV8i software According to IS1893:2002 assuming some basis parameters. After analyzing results are
plotted and conclusions are drafted from results obtained