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.
You've reached the end of your free preview.
Want to read all 7 pages?
- Winter '10
- Algorithms, staad pro, Vandana Publications