In this study, a comparative study supported two differing types of bridges i.e. Deck type and Pre stressed deck type using finite element analysis in SAP 2000 is ready , considering same loading class 70 R as per I.R.C. loading. During this study well also prepare a price analysis of both the structures using S.O.R. C.P.W.D. 2014. This sort of bridges is more preferred when it involves connectivity to short distances. So, its necessary to update the analysis and style methods. Here, during this paper, theres an effort to review the comparison of maximum bending moment thanks to super load during a girder and slab bridge an equivalent bridge is analyzed as a three dimensional model in finite element software as SAP2000, apply an equivalent loading finished conventional methods and compared the results. The utmost bending moment results obtained from finite element model. 
by Nitin Singh Raghuwanshi | Abhay Kumar Jha | Barun Kumar "Design and Analysis of a Girder Bridge for Highway Structures Using Sap 2000"
Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021,
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