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A platform for research: civil engineering, architecture and urbanism
Transfer of load between precast bridge slabs
Precast channel section used by Missouri State Highway Dept can carry at most one line of wheel loads; after units have been joined together by tie bolts and grouted keyways to form integral bridge slab, part of load applied to particular unit will be transferred through shear to adjacent sections; using applicable load reduction coefficient determined by tests, reduced equivalent design load for single section is found by multiplying wheel loads by reduction coefficient.
Transfer of load between precast bridge slabs
Precast channel section used by Missouri State Highway Dept can carry at most one line of wheel loads; after units have been joined together by tie bolts and grouted keyways to form integral bridge slab, part of load applied to particular unit will be transferred through shear to adjacent sections; using applicable load reduction coefficient determined by tests, reduced equivalent design load for single section is found by multiplying wheel loads by reduction coefficient.
Transfer of load between precast bridge slabs
Nat Research Council -- Highway Research Board -- Bul
Pauw, A. (author) / Breen, J.E. (author)
1961
17 pages
Report
English
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