Research Article
Jan 1943
Numerical Procedure For Computing Deflections, Moments, And Buckling Loads
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 108, Issue 1
Abstract
A numerical procedure for computing the deflections and moments in beams and columns is described herein. The method is of particular applicability in determining critical buckling loads and configurations of bars of variable cross section loaded in various ways. For such problems the procedure becomes one of successive approximations. By means of a simple modification of the data entailing very little increase in numerical work, considerably greater accuracy is obtainable by this procedure than by others of similar nature hitherto available.
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Published In
Transactions of the American Society of Civil Engineers
Volume 108 • Issue 1 • January 1943
Pages: 1161 - 1188
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© 1943 American Society of Civil Engineers.
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Published in print: Jan 1943
Published online: Feb 10, 2021
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Authors
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N. M. Newmark, AM.ASCE
Research Asst. Prof., Civ. Eng., Univ. of Illinois, Urbana, Ill.
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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.