Study the Effect of Different Load Combination that will Lead to the Failure of the Structure and Hence Design for the Critical Combination of Load

Gaurav Tiwari; Abhay Kumar Jha | Barun Kumar; Sarvesh Dubey

Title:
Study the Effect of Different Load Combination that will Lead to the Failure of the Structure and Hence Design for the Critical Combination of Load

Authors:
Sarvesh Dubey | Gaurav Tiwari | Abhay Kumar Jha | Barun Kumar

Cite This Article :

Sarvesh Dubey | Gaurav Tiwari | Abhay Kumar Jha | Barun Kumar "Study the Effect of Different Load Combination that will Lead to the Failure of the Structure and Hence Design for the Critical Combination of Load" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-7, December 2022, pp.813-816, URL: https://www.ijtsrd.com/papers/ijtsrd52358.pdf

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Abstract :
The box type bridge is designed for same span i.e., 6m but different height varying from 3m to 8m. The thickness of top slab; bottom slab and wall are kept same for all the span arrangements. The box type bridge is then modelled in STAAD.pro, considering 1m width of strip. Once modeling is done, the results i.e., shear force and bending moment is obtained. Maximum bending moment and shear force shall be considered for the design and hence taken further calculations in Excel. A culvert is a structure having an overall length not greater than 6m e.g., Hume Pipe Culvert, Box Culvert, and Slab Culvert. A bridge is called as a minor bridge when the overall span is greater than 6m and less than or equal to 60m.

Keywords :
Bridge, thickness, bending moment, shear force, Box Culvert, Slab Culvert

Publication Details:

Unique Identification Number : IJTSRD52358

Published In : Volume-6 | Issue-7, December 2022

Page Number(s) : 813-816

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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