Design Aids of Flexural Members And Beam-columns Based On Limit State Method

The latest version of the Code of Practice for general construction in steel, IS 800-2007 is based on Limit State Method of design. The design concept is totally changed in comparison to earlier code IS-800-1984 which is based on elastic method. The design based on limit state method involves many equations and parameters. Therefore the design of steel structural members and connections involves tedious equations. In the present work, the detailed study has been carried out on the design of flexure members and beam-columns for channel section and effort is made to prepare design aids in the form of graphs, which is very useful to the practicing Structural Engineers. The use of charts for the design of flexure members and beam-columns will save the steel designer's time considerably.

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Keywords: IS:800-2007, Factored load.,IJSER

ISSN: 22295518



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