Study of Equal Angle Tension Members by IS 800-1984 & IS 800-2007
International Journal of Science and Research (IJSR)

International Journal of Science and Research (IJSR)
www.ijsr.net | Open Access | Fully Refereed | Peer Reviewed International Journal

ISSN: 2319-7064



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Research Paper | Civil Engineering | India | Volume 6 Issue 1, January 2017

Study of Equal Angle Tension Members by IS 800-1984 & IS 800-2007

Chetan Jaiprakash Chitte

There are various types of Design method such as working State method and Limit State Method. The design methodologies for the steel structures namely, working stress design method and limit state design methods are briefly explained. The latest version of the Code of Practice for general construction in steel IS 8002007 is based on Limit State Method of design. The design concept is totally changed in comparison to earlier IS 8001984 which is based on elastic method. In the present work, the detailed analysis of structural components as tension members is done for single equal angle sections using Limit State Method and Working Stress Method and the comparative study of the same is represented in the form of graphs and tables, which highlights the actual economy achieved by Limit State Method over Working Stress Method for single equal angle sections. The observations made based on this study are very much useful to the practicing structural engineers.

Keywords: IS 8001984, IS 800 2007, Limit state method, Working stress method, Equal angle section

Edition: Volume 6 Issue 1, January 2017

Pages: 603 - 604

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How to Cite this Article?

Chetan Jaiprakash Chitte, "Study of Equal Angle Tension Members by IS 800-1984 & IS 800-2007", International Journal of Science and Research (IJSR), https://www.ijsr.net/search_index_results_paperid.php?id=ART20163926, Volume 6 Issue 1, January 2017, 603 - 604

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