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The results of analytical and experimental studies of composite construction for I-beam highway bridges are presented in this paper. Comparative design studies were made to determine the savings in weight possible from the use of the following types of composite beams: Rolled wide-flange beams, rolled beams with welded cover plates, welded built-up beams, beams consisting of two structural T-sections welded together, and rolled unsymmetrical beams. The savings in weight as compared to noncomposite construction ranged from 8% for the ordinary rolled beams to 30% or more for welded built-up beams.
The results of analytical and experimental studies of composite construction for I-beam highway bridges are presented in this paper. Comparative design studies were made to determine the savings in weight possible from the use of the following types of composite beams: Rolled wide-flange beams, rolled beams with welded cover plates, welded built-up beams, beams consisting of two structural T-sections welded together, and rolled unsymmetrical beams. The savings in weight as compared to noncomposite construction ranged from 8% for the ordinary rolled beams to 30% or more for welded built-up beams.
Composite Construction for I-Beam Bridges
Siess, C. P. (author)
Transactions of the American Society of Civil Engineers ; 114 ; 1023-1045
2021-01-01
231949-01-01 pages
Article (Journal)
Electronic Resource
Unknown
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