Research Article
Oct 1975
Design of Diaphragm-Braced I-Beams
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 101, Issue 10
Abstract
Previous studies of the effectiveness of corrugated steel sheeting acting as shear diaphragms in stabilising slender I-beams have been reviewed in addition to the two criteria that govern the effectiveness of such bracing; diaphragm stiffness, which controls beam strength, and diaphragm strength have been identified. While an existing method of calculating the elastic critical moment of a diaphragm-braced beam is satisfactory, the calculations required in the subsequent check of the diaphragm strength are too involved for routine design. A new method, requiring far simpler calculations, has been derived. The whole process of beam and bracing design has then been cast in a form that is in keeping with accepted design methods for unbraced beams. Inspection of the bracing requirements of hot-rolled sections together with the results of shear tests on diaphragm assemblies suggests that in many cases lateral buckling will be prevented, in which case the beam may be designed elastically for its full in-plane capacity.
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Published In
Journal of the Structural Division
Volume 101 • Issue 10 • October 1975
Pages: 2045 - 2061
Copyright
© 1975 American Society of Civil Engineers.
History
Published in print: Oct 1975
Published online: Feb 1, 2021
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Authors
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David A. Nethercot
Lect. in Civ. and Struct. Engrg., Univ. of Sheffield, Sheffield, United Kingdom
Nicholas S. Trahair, M.ASCE
Assoc. Prof. in Civ. Engrg., Univ. of Sydney, Sydney, Australia
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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.