This project focuses on the analytical investigation of a step back structure on slope ground with three different inclinations (10 0, 30 0 and45 0 ). The inclination is achieved in two different phases, in first phase three different inclinations are obtained by maintaining the height of the building constant and in second phase width of the structure was maintained constant. The modeling and analysis were completed using STAAD-Pro. The seismic analysis was carried out by two different methods: Seismic coefficient method and response spectrum method. From the analysis, it was observed that for any inclination ground story short column in the middle of the structure carries more load compared to the long length column. Increasing the angle of fixed height the column forces and stiffness of the structure decrease with increase in the angle whereas for fixed width structures it was increasing.