Research Article
Jan 1963
Analysis of Multi-Span, Gable Frames
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 128, Issue 2
Abstract
A simple, analytical method for the analysis of a multi-span, gable frame structure having vertical columns pinned at the bases is presented. The principle used is that of consistent deformations of the rig id joints of the structure. Limitations on the physical and geo metric properties of the members of the structure are kept within a practical minimum. Tables presented herein will allow for the solution of structures subjected to most loading conditions encountered in practice.
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© 1963 American Society of Civil Engineers.
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Published in print: Jan 1963
Published online: Feb 10, 2021
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John R. Harris, AM.ASCE
Asst. Prof. of Civ. Engrg., Louisiana State Univ., Baton Rouge, La.
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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.