ANALYSIS AND DESIGN OF RCC FRAMED RESIDENTIAL BUILDING (G+9) SUBJECTED TO WIND AND SEISMIC LOADS

Designing a structure in such a way that reducing damage during a seismic makes the structure quite uneconomical, as the seismic might or might not occur in its life time and is a rare phenomenon.In this project a multi existing RCC framed structure & Wind plays a critical position in design of tall structures because of its dynamic nature.The effect of wind is predominant on tall structures depending on the location of the structure, height of the structure.In this project equivalent static method is used for evaluation of wind loads on buildings in different wind categories has been analysed and designed using STAAD.Pro V8i.The building is designed as per IS 1893(Part 1): 2002 for seismic forces in different seismic zones.The primary objectives of the project are to compare the variation of steel percentage, maximum shear force, maximum bending moment, and maximum deflection in different wind categories and seismic zone.