ANALYSIS AND DESIGN OF COMMERCIAL BUILDING USING ETABS

  • Unique Paper ID: 148209
  • Volume: 5
  • Issue: 12
  • PageNo: 678-683
  • Abstract:
  • The structural analysis is the branch which involves in the determination of behaviour of structures in order to predict the responses of different structural component due to effect of loads. Our project “Analysis and Design of Commercial Building Using ETABS Software” is an attempt to analyze and design a commercial building using ETABS. A G+2 storey Commercial building is considered for this study. Analysis is carried out by static method and design is done as per IS 456:2000 guidelines and we have checked for the displacement, storey-drift, deflection and maximum percentage of steel are all with in the permissible limits.

Copyright & License

Copyright © 2025 Authors retain the copyright of this article. This article is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

BibTeX

@article{148209,
        author = {GURUDATH C and arun kumar sah and Manoj kumar sah and Ram babu sharma and Ramesh sah},
        title = {ANALYSIS AND DESIGN OF COMMERCIAL BUILDING USING ETABS},
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {5},
        number = {12},
        pages = {678-683},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=148209},
        abstract = {The structural analysis is the branch which involves in the determination of behaviour of structures in order to predict the responses of different structural component due to effect of loads. Our project “Analysis and Design of Commercial Building Using ETABS Software” is an attempt to analyze and design a commercial building using ETABS. A G+2 storey Commercial building is considered for this study. Analysis is carried out by static method and design is done as per IS 456:2000 guidelines and we have checked for the displacement, storey-drift, deflection and maximum percentage of steel are all with in the permissible limits.},
        keywords = {},
        month = {},
        }

Cite This Article

  • ISSN: 2349-6002
  • Volume: 5
  • Issue: 12
  • PageNo: 678-683

ANALYSIS AND DESIGN OF COMMERCIAL BUILDING USING ETABS

Related Articles