Research Article
Nov 1960
Load Distribution in Composite Girder-Slab Systems
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VIEW THE REPLYAuthors: G. Hondros, M.ASCE, and J. G. MarshAuthor Affiliations
Publication: Journal of the Structural Division
Volume 86, Issue 11
Abstract
Actual and theoretical behavior and effect of skew angle of bridge and torsional stiffness of girders are assessed; it was found that neutral planes of girders are neither coplanar nor stationary and this phenomenon is explained by induced distributed longitudinal forces in slab; description of test models; test results and instrumentation used.
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Published In
Journal of the Structural Division
Volume 86 • Issue 11 • November 1960
Pages: 79 - 109
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Nov 1960
Published online: Feb 1, 2021
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G. Hondros, M.ASCE
Senior Lecturer in Civ. Engrg., The Univ. of Western Australia, Nedlands, W. A.
J. G. Marsh
Bridge Engr., Main Roads Dept., Western Australia
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