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- Publisher
- Springer Journals
- Copyright
- Copyright © 2017 by The Institution of Engineers (India)
- Subject
- Engineering; Civil Engineering
- ISSN
- 2250-2149
- eISSN
- 2250-2157
- DOI
- 10.1007/s40030-017-0243-x
- Publisher site
- See Article on Publisher Site
Abstract
Cellular steel section composite with a concrete deck is one of the most suitable superstructures in resisting torsional and warping effects induced by highway loading. This type of structure has inherently created new design problems for engineers in estimating its load distribution when subjected to moving vehicles. Indian Codes of Practice does not provide any specific guidelines for the design of straight composite concrete deck–steel multi-cell bridges. To meet the practical requirements arising during the design process, a simple design method is needed for straight composite multi-cell bridges in the form of load distribution factors for moment and shear. This work presents load distribution characteristics of straight composite multi-cell box girder bridges under IRC trains of loads.
Journal
Journal of The Institution of Engineers (India): Series A – Springer Journals
Published: Nov 2, 2017