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Torsion and buckling of open sectionsIn this paper is a discussion of the general principles for open sections of any shape. In what follows the torsion will be computed and on the basis of the results it will be possible to obtain a proper design of section in each case. The torsion of buckling members for the case where they are centrally loaded, leads to a problem in pure stability and is similar to that of stressed beams.
Document ID
19930094608
Acquisition Source
Legacy CDMS
Document Type
Other
Authors
Wagner, Herbert
Date Acquired
September 6, 2013
Publication Date
October 1, 1936
Report/Patent Number
NACA-TM-807
Report Number: NACA-TM-807
Accession Number
93R23528
Distribution Limits
Public
Copyright
Work of the US Gov. Public Use Permitted.
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