Research Article
Jan 1952
Laterally Loaded Plane Structures and Structures Curved in Space
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 117, Issue 1
Abstract
An analytical procedure is presented for determining the effects of loads normal to the plane of such structures as arches, bents, and balcony girders. This procedure is called the “shear and torsion analogy.” In addition, a procedure is presented for determining moments and shears in structures curved or segmental in space and continuous between two supports. These structures may be subjected to loads in any direction and to moments about any axis. The procedure is general, and consists of an extension, into space, of the shear and torsion analogy and of the column analogy.
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© 1952 American Society of Civil Engineers.
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Published in print: Jan 1952
Published online: Feb 10, 2021
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Frank Baron, AM.ASCE
Prof., Civ. Eng., Technological Inst., Northwestern Univ., Evanston, Ill.
James P. Michalos, AM.ASCE
Associate Prof., Dept. of Civ. Eng., Iowa State College, Ames, Iowa.
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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.
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