Research Article
Feb 1964
Welded Constructional Alloy Steel Plate Girders
Authors: Peter B. Cooper, AM.ASCE, H. S. Lew, and B. T. YenAuthor Affiliations
Publication: Journal of the Structural Division
Volume 90, Issue 1
Abstract
The results of four static tests on two welded constructional alloy steel plate girders are summarized and examined. The test girders were proportioned so that shear failure would be obtained. A shear strength theory based on the development of tension field action is reviewed, and its applicability to girders made of steel with a high yield point is checked with the test results. It is concluded that the theory can be applied to girders made of any structural steel.
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Published In
Journal of the Structural Division
Volume 90 • Issue 1 • February 1964
Pages: 1 - 36
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Feb 1964
Published online: Feb 1, 2021
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Authors
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Peter B. Cooper, AM.ASCE
Research Inst., Lehigh Univ., Bethlehem, Pa.
H. S. Lew
ResearchAsst., Lehigh Univ., Bethlehem, Pa.
B. T. Yen
Research Assoc., 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.