Analysis of RCC and PSC Bridge Deck Slabs for Various Spans
Abstract
The effect of various span are studied using finite element software SAP2000 on RC bridge decks and PSC bridge decks are analysed for dead load, live load and their combination. In the present study, IRC class AA vehicle load is considered. The bridge deck models are analysed to compute longitudinal moment, transverse moment, torsional moment and longitudinal stresses.
Keywords RCC and PSC Bridge Decks, Live Load, Dead Load, Finite Element Method, Span Length
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