Design and Analysis of a Girder Bridge for Highway Structures using SAP 2000
Journal: International Journal of Trend in Scientific Research and Development (Vol.6, No. 5)Publication Date: 2022-09-06
Authors : Lekha Malviya A. K. Jha R. S. Parihar;
Page : 1801-1806
Keywords : IRC Live loadings; Longitudinal girder; SAP2000; Bending moment; Connectivity; Stressed;
Abstract
In this work, a comparison of two different bridge types—the deck type and the pre stressed deck type—using finite element analysis in SAP 2000 is complete, taking into account the same loading class 70 R according to I.R.C. loading. Using S.O.R. C.P.W.D. 2014, we will also prepare a price analysis of both structures during this investigation. When connecting to short distances, this type of bridge is more preferred. Therefore, its important to upgrade the analysis and styling techniques.In this work, an attempt is made to compare the maximum bending moment caused by the super load on a girder and slab bridge. An equivalent bridge is analysed as a three dimensional model in finite element software such as SAP2000, apply an equivalent loading finished conventional methods, and compare the results. The finite element model yields the maximum bending moment. Lekha Malviya | Dr. A. K. Jha | Dr. R. S. Parihar "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-6 | Issue-5 , August 2022, URL: https://www.ijtsrd.com/papers/ijtsrd51773.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/51773/design-and-analysis-of-a-girder-bridge-for-highway-structures-using-sap-2000/lekha-malviya
Other Latest Articles
Last modified: 2022-09-06 20:34:44