Research Article
Jan 1963
Limit Design of Crossed Steel Beams
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 128, Issue 2
Abstract
The limit design of a symmetrical steel floor system of crossed prismatic beams by the simple plastic theory neglecting torsional rigidity is presented. Collapse mechanisms for the different support conditions of the floor beams are determined and represented by means of collapse lines. The analysis also deals with equivalent concentrated loads and is extended to include the tentative case of “active reactions.”
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Published In
Transactions of the American Society of Civil Engineers
Volume 128 • Issue 2 • January 1963
Pages: 431 - 465
Copyright
© 1963 American Society of Civil Engineers.
History
Published in print: Jan 1963
Published online: Feb 10, 2021
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Authors
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Aron Zaslavsky
Assoc. Prof. of Civ. Engrg., Technion, Israel Inst. of Tech., Haifa, Israel
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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.