Research Article
Jan 1950
Wind Stresses in Semi-Rigid Connections of Steel Framework
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 115, Issue 1
Abstract
Much has been written on wind stresses in general and also on stresses in semi-rigid framework. Some disagreement remains, however, on how to combine the stresses due to gravity loads with those due to wind in the connections of semi-rigid framework, particularly when the connections are stressed beyond the yield point in bending. As the semi-rigid connections are often allowed to work beyond the yield point, this question is of importance. This paper presents a theoretical discussion of stresses under these conditions, and derives general conclusions applicable to rectangular framework.
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© 1950 American Society of Civil Engineers.
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Published in print: Jan 1950
Published online: Feb 10, 2021
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Basil Sourochnikoff, M.ASCE
Structural Designer, Eng. Dept., E. I. du Pont de Nemours & Co., Wilmington, Del.
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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.
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.