Analysis of Multi-Storeyed Residential Building

Urban regions are rapidly developing with huge buildings of different kind in which most common used is reinforced cement concrete framed structure. To have a safer stability of R.C.C structure the structural design should be run accordance with the codal provision with respective to the country. To understand the methodology and procedure for the analysis, a commercial multi-storied R.C.C building is of G+2 which is situated in sangareddy, dist is taken into consideration for the analysis. Manually the tributary loads distribution of floors to corresponding beams has been done, one of the frame of the building has been selected, and all the necessary loads have been worked out and distributed with respect to the storey levels. Manually linear static analysis has been done using KANI’S method of rotational contribution. The frame is also analyzed in SAP2000v17.3, and all the important results, such as major bending moment, major shear force and axial loads have been calculated and a comparison is made between manual calculations and SAP2000.