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@article{165760,
        author = {Abhishek Kumar and Archana bharti and Manish Srivastava and Dheeraj kumar Yadav and PRATISH KANNAUJIYA},
        title = {ANALYSIS AND DESIGN OF G+10  RESIDENTIAL BUILDIND USING STAAD.PRO},
        journal = {International Journal of Innovative Research in Technology},
        year = {2024},
        volume = {11},
        number = {1},
        pages = {1832-1837},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=165760},
        abstract = {Computer aided design and analysis of G+10 residential building involves analysis of building frames by using staad pro. conventional method of analysis involves lot of complications and tedious calculations such analysis is a time consuming task. analysis can be made quickly by using software Staad pro is the leading design software in the market many design companies use this software for their project design purpose. hence this project mainly deals with the analysis of building by using staad pro Considerably improvement in the earthquake resistant design has been observed in resent past. As a result Indian seismic code IS 1893 has been revised in year 2002, after a gap of 18 years. This project present the seismic load and wind load estimation for residential building as per IS:1893-2002 and IS:875-2015 Part 3 recommendations. For RC framed residential buildings of G+10 are consider and analyzed as per IS:456-2000. The seismic forces computed by IS:1893-2002 are found to be significantly higher when compared with wind forces for analyzed a residential building one has to consider all the possible loadings and see that the structure is safe against all possible loading conditions. There are several methods for analysis of different frames like kanis method, cantilever method, portal method, matrix method. the present project deals with the analysis of a residential building of G+10. },
        keywords = {Analysis, Design, Staad.pro, Building, IS 456:2000 etc.},
        month = {June},
        }