Earthquakes are one of the Earth’s most destructive forces — “The seismic waves throughout the ground can destroy buildings, take lives, and cost tremendous amounts of money for loss and repair.” In this paper a G+6 existing RCC framed structure has been analysed and designed using STAAD ProV8i. The building is designed as per IS 1893(Part 1):2002 for earthquake forces in different seismic zones.The dead load & live loads are applied and the design for beams, columns, footing is obtained. The main purpose of the project is to compare and analyze the variation of maximum shear force, maximum bending moment, and maximum deflection in different seismic zones

RCC framed structure, earthquake analysis, base shear, equivalent static analysis