Brief Report
Sep 1973
Column Web Strength in Beam-to-Column Connections
Authors: Wai F. Chen, M.ASCE, and David E. NewlinAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 9
Abstract
The present AISC Specification formula is shown to be conservative for grades of steel to 100 ksi yield stress. It does not permit consideration of any load carrying capacity in the region of sections with column web depth-to-thickness ratios greater than 189 divided by the square root of σy. The objective of this paper is to develop a method of determining ultimate loads for this condition. A simulation test was conducted that involved the placing of a short length of column horizontally between loading platens of a testing machine. The machine was then compressed at the top and bottom faces of the column. A bar was tack-welded to the column flange to simulate a beam flange framing into it at that point. The deflection in the direction of the applied load and the lateral deflection were monitored. The lateral deflection indicated the stability of the column web. Test results and theoretical predictions are presented.
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Published In
Journal of the Structural Division
Volume 99 • Issue 9 • September 1973
Pages: 1978 - 1984
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Sep 1973
Published online: Feb 1, 2021
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Authors
Affiliations
Wai F. Chen, M.ASCE
Assoc. Prof. of Civ. Engrg., Fritz Engrg. Lab., Lehigh Univ., Bethlehem, Pa
David E. Newlin
Engr., Pittsburgh—Des Moines Steel Co., Birmingham, Ala.; formerly, Teaching Asst., Dept. of Civ. Engrg., Lehigh Univ., Bethlehem, Pa
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.