Today, larger part of designs around us are built up concrete cement (RCC) outlined constructions. To forestall harm
because of quake there is a need to foster powerful procedure to expand the strength and flexibility of elevated structures. Shear
wall are steadier and more pliable and thus can bear more even loads. In this paper, we have proposed a relative report between
block facade, shear divider and uncovered casing by using ETABS programming. This review is essentially centered around
seismic conduct of G+12 building.