Static and Response Spectrum Analysis of High Rise Multi Planned Residential Building using ETABS

In these moderns days the buildings are made to fulfil our basic aspects and better serviceability. It is not an issue to construct a building any how its, important to construct an efficient building which will serve for many years without showing any failure. The project titled "planning and designing of multistory residential building", aims in finding better technique for creating geometry, defining the cross sections for column and beam etc., creating specification and supports (to define a support whether it is fixed or pinned), then the loads are calculated manually and applied to the model in ETABS. After that the model is analysed by ‘run analyses’. This project are going to deal about dead load calculation like external wall load, internal wall load, parapet wall are calculated a per IS 875-part 1 live load has been taken from as per IS 875 part 2 to the building (G+10) and earth quake load has been taken from IS 1893- 2002. Wind load has been taken from IS 875 part 3. The high rise building with 10 stores is analysed for its displacement, strength and stability using ETABS software. For the analysis of the building for seismic loading with two different zones (Zone-II & Zone-V) is considered with all soil types. The analysis of the building is done by using equivalent static method and dynamic method. The results from the analysis obtained from both the methods are presented in tabular form and the results are compared using graphical form. The results of the analysis on the displacement shear force, and bending moment are compared. The results are presented in tabular and graphical form. The results on the drift and displacement are checked with serviceability conditions and are compared and presented in tabular form. The zone wise results are also compared.