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Load Distribution Factors for Composite Multicell Box Girder Bridges
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.
Load Distribution Factors for Composite Multicell Box Girder Bridges
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.
Load Distribution Factors for Composite Multicell Box Girder Bridges
Tiwari, Sanjay (author) / Bhargava, Pradeep (author)
Journal of The Institution of Engineers (India): Series A ; 98 ; 483-492
2017-11-02
10 pages
Article (Journal)
Electronic Resource
English
Load Distribution Factors for Composite Multicell Box Girder Bridges
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