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- W2548949265 abstract "In limit state design method the serviceability criteria are important because thickness depends on it. The economy of design depends upon the thickness of slab. Hence deflection control, directly effects economical design of RC slabs. At present, in different relevant codes clauses are there to control deflection. IS 456-2000 also deal with estimation of short-term and longterm deflections in RC members in general, but there is no particular formula for estimation of short-term and long-term deflections in fixed supported two-way RC slab in particular. This paper reviews the methods for estimation of deflections in RC members, suggested by IS 456, and reviews the literature pertaining the same, highlighting need of revision in the codal provisions. The paper gives rational approach for estimating of short-term deflection in fixed supported two-way RC slabs. The method considers load on the slabs as obtained by Rankin- Grashoffs’ methods. The deflection calculated in this way is found to be more accurate as compared to other available methods. The results obtained have been found to be comparable with experimental results available in the literature. The method has been designated as equivalent load method and found to be more realistic for calculating short term deflection for fixed supported two way RC slabs." @default.
- W2548949265 created "2016-11-11" @default.
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- W2548949265 date "2012-01-01" @default.
- W2548949265 modified "2023-09-27" @default.
- W2548949265 title "Research Article CALCULATION OF SHORT-TERM DEFLECTION FOR FIXED SUPPORTED TWO-WAY RC SLABS" @default.
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