Mostly hilly regions of India are highly seismic. Sloped Buildings have differed in different ways from other buildings. Buildings built in hilly areas are much more vulnerable to the seismic environment. The various floors of sloped building steps back towards the hill slope and at the same time buildings may have setbacks also. Analysis of such buildings is somewhat different than the buildings on the leveled ground since the column of such building rests at different levels on the slope. In the present study, the analysis of G+3 and G+4 buildings on varying slope angles i.e. 00, 7.500, 15.00, 22.500 and 30.00 has been conducted. Both types of building configurations i.e, step back and step back setback has been considered. The seismic forces are considered as per IS: 1893‐2002