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- W2181643736 abstract "The objective of this paper is to avail a cost comparison between flat slab panel with drop and without drop in four storey lateral load resisting building. A four storey building (having 6mx6m panel) is subjected to gravity load + lateral load in ETABS (Extended 3D Analysis of Building Systems) software and then each storey is exported to SAFE(Slab Analysis by the Finite Element Method) software for analyzing punching effect due to lateral loads. On the basis of permissible punching shear criteria according to IS 456, economical thickness of flat slab with drop and without drop are selected and cost comparison is done by using S.O.R. (Schedule Of Rates 2008-09). Keywords-Punching shear stress, slab size, drop size, column size, and shear wall size." @default.
- W2181643736 created "2016-06-24" @default.
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- W2181643736 date "2011-01-01" @default.
- W2181643736 modified "2023-09-27" @default.
- W2181643736 title "COST COMPARISON BETWEEN FLAT SLABS WITH DROP AND WITHOUT DROP IN FOUR STOREY LATERAL LOAD RESISTING BUILDING" @default.
- W2181643736 cites W2467605112 @default.
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