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Overloading of Prestressed Concrete I-Beam Highway Bridges
This report presents the summary of the findings of the research program on the overload response of simple span beam-slab highway bridges with reinforced concrete deck and prestressed concrete I-beams. Specific recommendations are provided for bridge engineers, bridge inspectors, and overload permit officers in order to minimize the adverse effects of overloaded vehicles. Guidelines are provided to identify the load levels which can traverse the bridges without violating the serviceability limits. This report contains the summary of the findings of two extensive research programs, which included parametric studies on overloading. The detailed description of the case studies and the analytical research are referenced in the report for further in-depth review of the investigations.
Overloading of Prestressed Concrete I-Beam Highway Bridges
This report presents the summary of the findings of the research program on the overload response of simple span beam-slab highway bridges with reinforced concrete deck and prestressed concrete I-beams. Specific recommendations are provided for bridge engineers, bridge inspectors, and overload permit officers in order to minimize the adverse effects of overloaded vehicles. Guidelines are provided to identify the load levels which can traverse the bridges without violating the serviceability limits. This report contains the summary of the findings of two extensive research programs, which included parametric studies on overloading. The detailed description of the case studies and the analytical research are referenced in the report for further in-depth review of the investigations.
Overloading of Prestressed Concrete I-Beam Highway Bridges
C. N. Kostem (author)
1985
58 pages
Report
No indication
English
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