Research Article
Jan 1957
Shear Deflection of Wide-Flange Steel Beams in the Plastic Range
Publication: Transactions of the American Society of Civil Engineers
Volume 122, Issue 1
Abstract
The following topics are included in this paper: (a) Results of tests of two continuous steel wide-flange beams, each having regions subjected to pure bending, bending combined with low shear, and bending combined with high shear; (b) a comparison of some of the test results with current design specifications; (c) data for estimating the component of deflection caused by shear when regions of the beam have undergone general shear yielding; and (d) theoretical examples illustrating the effects of general shear yielding of the web on the deformation characteristics of beams.
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© 1957 American Society of Civil Engineers.
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Published in print: Jan 1957
Published online: Feb 10, 2021
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William J. Hall, JM.ASCE
Research Asst. Prof. of Civ. Eng., Univ. of Illinois, Urbana, Ill.
Nathan M. Newmark, M.ASCE
Research Prof. of Structural Eng., Univ. of Illinois, Urbana, ill.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.