TECHNICAL PAPERS
Apr 1, 1983

Transverse Shear in Multibeam Bridges

Publication: Journal of Structural Engineering
Volume 109, Issue 4

Abstract

The paper presents a simplified method for determining transverse shear intensity in the shear keys of multi‐beam bridges due to the AASHTO and Ontario highway bridge design vehicles. The method, which is applicable to right single span bridges, is based upon the orthotropic plate theory; it consists of the calculation of the value of a dimensionless characterizing parameter from the bridge properties, and the reading of the design values of transverse shear intensities from provided charts.

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References

1.
Bakht, B., “A Comparative Study of the Methods of Analysis of Slab and Pseudo‐Slab Bridge Decks,” thesis presented to the University of London, at London, England, in 1972, in partial fulfillment of the requirements for the degree of Masters of Science.
2.
Bakht, B., Aziz, T. S., and Cheung, M. S., “Application of a Simplified Method of Calculating Longitudinal Moments to the Proposed Ontario Highway Bridge Design Code,” Canadian Journal of Civil Engineering, Vol. 6, No. 1, 1979, pp. 365–50.
3.
Bakht, B., and Bullen, R. C., “Analysis of Orthotropic Right Bridge Decks,” Highway Engineering Computer Branch/B/15 (ORTHOP), Department of the Environment, London, England, 1973.
4.
Cheung, M. S., Bakht, B., and Jaeger, L. G., “Analysis of Box Girder Bridges by Grillage and Orthotropic Plate Methods,” Sino‐American Symposium on Bridge and Structural Engineering, Beijing, Peoples Republic of China, Sept. 13–19, 1982.
5.
Cheung, M. S., and Chan, M. Y. T., “Program for Finite Strip Analysis,” Public Works Canada, Ottawa, Canada, 1979.
6.
Csagoly, P. F., and Dorton, R. A., “Truck Weights and Bridge Design Loads in Canada,” Ontario Ministry of Transportation and Communication, Downsview, Ontario, Canada, 1979.
7.
Cusens, A. R., and Pama, R. P., Discussion on “Multibeam Bridges with Elements of Channel Section,” by Norbey Khachaturian, Arthur R. Robinson and Richard B. Pool, Journal of the Structural Division, ASCE, Vol. 94, No. ST8, Aug., 1968, pp. 2019–2021.
8.
Cusens, A. R., and Pama, R. P., Bridge Deck Analysis, John Wiley and Sons, Inc. London, England, 1975.
9.
“Design of Shear Key Decks,” Technical Memorandum BE 23, Ministry of Transport, London, England, Oct., 1970.
10.
Hinton, E., and Hewitt, A. H., “Program for the Analysis of Box Girder Bridges Using Quadrilateral Finite Elements,” Highway Engineering Computer Branch, HECB/B/14 (QUEST), Department of the Environment, London, England, 1974.
11.
“MASAP, A Computer System for Structural Engineering Analysis,” Jaeger and Mufti Research Associates, Halifax, Nova Scotia, Canada.
12.
Ontario Highway Bridge Design Code, Ontario Ministry of Transportation and Communications, Downsview, Ontario, Canada, 1979.
13.
Pama, R. P., and Cusens, A. R., “Edge Stiffening of Multibeam Bridges,” Journal of the Structural Division, ASCE, Vol. 93, No. ST2, Apr., 1967, pp. 141–161.
14.
Spindel, J. E., “A Study of Bridge Slabs having no Transverse Flexural Stiffness,” thesis presented to the University of London, at London, England, in 1961, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
15.
Standard Specifications for Highway Bridges, American Association of State Highway and Transportation Officials (AASHTO), Washington, D.C., 1977.
16.
Timoshenko, S. P., and Goodier, J. N., Theory of Elasticity, McGraw Hill Book Co., Inc., New York, N.Y., 1970.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 4April 1983
Pages: 936 - 949

History

Published online: Apr 1, 1983
Published in print: Apr 1983

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Authors

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Baidar Bakht
Principal Research Officer, Research and Development Branch, Ministry of Transportation and Communication, Downsview, Ontario, Canada
Leslie G. Jaeger
Prof. of Engrg. and Special Assistant to the President, Technical Univ. of Nova Scotia, Halifax, N.S., Canada
M. S. Cheung
Mrg., Civ. Engrg. Development, Public Works, Ottawa, Ontario, Canada

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