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A platform for research: civil engineering, architecture and urbanism
Distribution of loads for 2-lane 3-girder bridge of 52 ft span is calculated by Pippard and de Waele, moment-torque distribution, and Hendry and Jaeger methods; values obtained are compared with those derived in accordance with current practice; results of current practice indicate oversafe design for inner girders and undersafe design for outer girders.
Distribution of loads for 2-lane 3-girder bridge of 52 ft span is calculated by Pippard and de Waele, moment-torque distribution, and Hendry and Jaeger methods; values obtained are compared with those derived in accordance with current practice; results of current practice indicate oversafe design for inner girders and undersafe design for outer girders.
Lateral load distribution in slab-and-girder highway bridges
Indian Concrete J
Kumar, B. (author)
1963
6 pages
Article (Journal)
English
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