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Distortional Buckling of Steel Storage Rack Columns

✍ Scribed by Hancock, Gregory J.


Book ID
120661177
Publisher
American Society of Civil Engineers
Year
1985
Tongue
English
Weight
723 KB
Volume
111
Category
Article
ISSN
0733-9445

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A rational model for predicting the elastic buckling load of thin-walled lsection columns, restrained fully against translation and elastically against twist at one flange, is presented. The energy method used results in a thirdorder eigenproblem. The numerical method is illustrated by considering t