Design and Analysis of a Girder Bridge for Highway Structures using SAP 2000

Dr. A. K. Jha; Dr. R. S. Parihar; Lekha Malviya

Title:
Design and Analysis of a Girder Bridge for Highway Structures using SAP 2000

Authors:
Lekha Malviya | Dr. A. K. Jha | Dr. R. S. Parihar

Cite This Article :

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, pp.1801-1806, URL: https://www.ijtsrd.com/papers/ijtsrd51773.pdf

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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, it's 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.

Keywords :
IRC Live loadings, Longitudinal girder, SAP2000, Bending moment, Connectivity, Stressed

Publication Details:

Unique Identification Number : IJTSRD51773

Published In : Volume-6 | Issue-5, August 2022

Page Number(s) : 1801-1806

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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