Research Article
Dec 1959
Analysis of Continuous Trusses by Carry-Over Moments
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 85, Issue 10
Abstract
Procedure for analysis of continuous trusses subjected to stationary or moving loads; depth of truss may be constant or variable; procedure is successive approximation which may be carried out to desired degree of accuracy; one starting value is computed at each support, and continuity is established by means of carryover factors only; numerical examples.
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Published In
Journal of the Structural Division
Volume 85 • Issue 10 • December 1959
Pages: 27 - 53
Copyright
© 1959 American Society of Civil Engineers.
History
Published in print: Dec 1959
Published online: Feb 1, 2021
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Authors
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Jan J. Tuma, F.ASCE
Prof. of Civ. Eng., Oklahoma State University, Stillwater, Okla
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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.