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COMPARATIVE ANALYSIS OF TWO DIFFERENT STEEL BRIDGE CONSIDERING LIVE PROJECT DATA USING ANALYSIS TOOL SAP2000

. Sonali soni, Deepak Bandewar and Dr. Rakesh Patel


Abstract

Larger part of the bracket spans in India and abroad are either primarily lacking as well as practically old. There is a urgent need to improve the exhibition of these current scaffolds by a proper strategy which ought to be efficient and with least unsettling influence to the traffic. The point of the present scientific work is to know the impact of Pre-pushing on the part powers, diversions and all out weight of steel of a statically determinate three kinds of brackets, for example, Pratt type or Warren truss. Pre-focusing on method has been taken on to redesign the exhibition of the support. The bracket is pre-pushed with high elastic steel link and the profile of the link is straight. The bracket is examined for part powers and redirections utilizing SAP 2000 Programming. From the got scientific outcomes, it is seen that there is a perceptible improvement in the exhibition of the construction. Part powers have been diminished fundamentally in the whole support individuals and there is a decrease in redirection at the middle and material necessity after pre-focusing.

Key words: Bridges, Truss, Pre-stressing, Cable, Member forces, Deflections and SAP 

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