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monosymetric lateral torsional buckling 2

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orreng1

orreng1

Mechanical
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Anyone have any references as to how to calculate monosymetrical lateral torsional buckling?
 
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The Australian Standard, AS4100 "Steel structures", deals with lateral torsional buckling of monosymmetric I-sections. AS4100 references the following paper, which may be of interest:
Kitipornchai, S. and Trahair, N.S.,
Buckling Properties of Monosymmetric I-Beams,
Jounal of the Structural Division, ASCE,
Vol. 106, No. ST5, May 1980, pp941-957
 
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Try AASHTO, mono-symmetric sections are common in bridge structures.

Regards

VOD
 
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