Abstract
The prestressed and non-prestressed composite designs for simply-supported longitudinal stringers for short span deck bridges are studied. A comparison shows that prestressing results in a reduction in the steel weight of 29. 6, 22. 3 and 28. 7% for 40-ft, 60-ft and 80-ft spans, respectively, whereas the corresponding reductions in the cost of steel are 21. 8, 13. 8 and 23. 8%.
Cite
CITATION STYLE
APA
Anand, S. C. (1973). PRESTRESSED COMPOSITE GIRDER FOR SHORT SPAN BRIDGES. Eng J Am Inst Steel Constr, 10(2 Second Q), 36–42. https://doi.org/10.62913/engj.v10i2.208
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