The recent scenario earthquake studies, it is summarized that not only non-engineered but the earthquake also affect the engineered structures. Presently, constructions are fitting raising narrow and extra sloped to sway and accordingly detrimental within the earthquake. Research fellows and engineers have worked out the past to create the earthquake resistant structures. Hence it is essential to consider the analyze of seismic load effect and structure design. Aim of the paper to determine a G+10 building in 3 dimensions for various seismic zones of our country. In this field the structure is analyzed by ETABS and account for load calculation. Other parameters likewise Lateral Load, Storey Drift, Storey Displacement & Storey Stiffness of the building in different kinds of seismic zone are determined and correlated. Method of design calculated by limit state method and the seismic analysis and detailing adopted by IS 1893:2002.

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