Research Article
Apr 1976
Design of I-Shaped Beams with Diaphragm Bracing
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 102, Issue 4
Abstract
Cold-formed steel panels are used as wall sheathing, roof decking, or floor decking in steel framed buildings. Diaphragms formed by interconnecting these panels have considerable in-plane shear resistance, and can be utilized as bracing against buckling for individual members of a steel frame. The utilization of existing floor or roof diaphragms as bracing for individual beams can eliminate the need for other types of bracing, and reduce required member sizes, or both, thus contributing to economical design. A procedure is presented for the design of I-section beams with diaphragm bracing on either the tension or compression flanges. The procedure is based on the ultimate load capacity of fully braced members, utilizing a conservative estimate of the shear strength and shear rigidity of the diaphragm. A design example is included.
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Information
Published In
Journal of the Structural Division
Volume 102 • Issue 4 • April 1976
Pages: 769 - 781
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Apr 1976
Published online: Feb 1, 2021
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Authors
Affiliations
Samuel J. Errera, M.ASCE
Consulting Engr. Bethlehem Steel Corp., Bethlehem, Pa.; formerly, Assoc. Prof. of Civ. Engrg., Cornell Univ., Ithaca, N.Y.
Tamirisa V. S. R. Apparao
Asst. Dir. Struct. Engrg. Research Center, Madras, India; formerly, Research Assoc., Cornell Univ., Ithaca, N.Y.
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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.