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monosymetric lateral torsional buckling
2

monosymetric lateral torsional buckling

monosymetric lateral torsional buckling

(OP)
Anyone have any references as to how to calculate monosymetrical lateral torsional buckling?

RE: monosymetric lateral torsional buckling

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

RE: monosymetric lateral torsional buckling

Try AASHTO, mono-symmetric sections are common in bridge structures.

Regards

VOD

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