www.ijemr.net ISSN (ONLINE): 2250-0758, ISSN (PRINT): 2394-6962 522 Copyright © 2016. Vandana Publications. All Rights Reserved. Volume-7, Issue-2, March-April 2017 International Journal of Engineering and Management Research Page Number: 522-528 Analysis, Design and Estimation of G +7 Storey Building Structure by using IS Code Methods and by Software's Imam Usman Shekh 1 , Udaysinh Redekar 2 , Kartar Rathod 3 , Sagar Sabale 4 , Sachin Ghatule 5 , Pranay Khare 6 , N.L.Shelke 7 1,2,3,4,5,6,7 Civil Engineering Department Dr. D Y Patil School of Engineering and Technology Charholi via Lohegaon, Pune, INDIA ABSTRACT Analysis, Design and Estimation of G +7 Storey Building Structure by using IS Code Methods and by Software's Keyword-- SMRF, Seismic behaviour and design, Auto- CAD, STAAD Pro, Revit, Estimation and costing, IS code -Limit State methods I. INTRODUCTION Severe damage of buildings in the most distressing consequence of most natural hazards especially earthquake and due to ++. In the past limiting damage was not a prime objective of seismic design codes which concentrated only on providing an adequate level of life safety. Seismic load, wind load, dead load and live load is calculated and applied on structure. From these load combination maximum factor of safety is consider so the structure will not fail during natural hazards or due to overloading. Reinforced concrete special moment frames are used as part of seismic force- resisting systems in buildings that are designed to resist earthquakes. Beams, columns, and beam-column joints in moment frames are proportioned and detailed to resist flexural, axial, and shearing actions that result as a building sways through multiple displacement cycles during strong earthquake ground shaking. STAAD. Pro features a state-of-the-art user interface, visualization tools, powerful analysis and design engines with advanced finite element and dynamic analysis capabilities. From model generation, analysis and design to visualization and result verification. IS codes are used for manual calculations. For manual calculations of G+7 storey building construction limit state method is used. Therefore, it is need of time to analyze & design such hazard resisting structures so as to save human life and avoid property damage. II. LITERATURE REVIEW Prakash Sangamnerkar et al. (2015). Static and dynamic behaviour of reinforced concrete framed regular building. He has done the comparative study on the static and dynamic behaviour of reinforced concrete framed regular building. Comparison of static and vibrant behaviour of a six storey’s structure is considered in this paper and it is analysed by using computerized solution available in all four seismic zones i.e. II, III, IV and V. This is important for building design and resistant from earth quack. M. S. Aainawala et al. (2014). Comparative study of multi-storeyed R.C.C. Buildings with and without Shear Walls. He did the comparative study of multi-storeyed R.C.C. Buildings with and without Shear Walls. They applied the earthquake load to a building for G+12, G+25, G+38 located in zone II, zone III, zone IV and zone V for different cases of shear wall position. They calculated the lateral displacement and story drift in all the cases. It was observed that Multi-storeyed R.C.C. Buildings with shear wall is economical as compared to without shear wall. As per analysis, it was concluded that displacement at different level in multi-storeyed building with shear wall is comparatively lesser as compared to R.C.C. building without shear wall. Which is important for building design and use of shear walls. P. Rajaram, A. Murugesan, G.S. Thirugnanam (2010).Experimental study and research on behavior of interior RC beam column joint subjected to cyclic loading. He discuss about Experimental study and research on behavior of interior RC beam column joint subjected to cyclic loading is carried. Beam column joint is an important component of reinforced concrete moment resisting frames and should be designed and detailed properly, especially when the frame is subjected to earthquake loading. Failure of beam column joints during earthquake is governed by bond and shear failure mechanism which are brittle in nature. Therefore, a current international code gives high importance to provide adequate anchorage to longitudinal bars and confinement of core concrete in resisting shear. Modern