Research Article
Jan 1961
Analysis of Curved Girders
Author: H. H. FickelAuthor Affiliations
Publication: Transactions of the American Society of Civil Engineers
Volume 126, Issue 2
Abstract
The derivation of influence lines for bending and torsional moments and shears on horizontally curved girders are presented herein. Solutions are given for simple and continuous spans. Diagrams are supplied showing the characteristic values of curved girders with constant moments of inertia. The effects of variable moments of inertia and also of the elasticity of the torsional supports are described.
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Published In
Transactions of the American Society of Civil Engineers
Volume 126 • Issue 2 • January 1961
Pages: 280 - 307
Copyright
© 1961 American Society of Civil Engineers.
History
Published in print: Jan 1961
Published online: Feb 10, 2021
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H. H. Fickel
Bridge Design Engr., Dept, of Highways, British Columbia, Canada
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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.