A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Lateral distribution of vehicular loads in prestressed concrete box-beam bridge -- Berwick bridge
Field testing of beam-slab high way bridge is described; loading conditions consisted of either static runs with truck parked on bridge, or crawl runs with truck traveling across bridge at 2 to 3 mph; principal objectives were to develop information on lateral distribution of vehicle loads to girders, and to compare structural response at different cross-sections; effect of girder spacing was studied by comparing test results with results from pilot study bridge. (Rec'd 1969) (15320)
Lateral distribution of vehicular loads in prestressed concrete box-beam bridge -- Berwick bridge
Field testing of beam-slab high way bridge is described; loading conditions consisted of either static runs with truck parked on bridge, or crawl runs with truck traveling across bridge at 2 to 3 mph; principal objectives were to develop information on lateral distribution of vehicle loads to girders, and to compare structural response at different cross-sections; effect of girder spacing was studied by comparing test results with results from pilot study bridge. (Rec'd 1969) (15320)
Lateral distribution of vehicular loads in prestressed concrete box-beam bridge -- Berwick bridge
Lehigh Univ -- Dept Civ Eng -- Fritz Eng Lab Rep
Guilford, A.A. (author) / VanHorn, D.A. (author)
1967
104 pages
Report
English
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Lateral distribution of static loads in prestressed concrete drehersville bridge -- 2
| Engineering Index Backfile | 1967