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AD 390: Lateral Torsional Buckling of channels in accordance with EN 1993-1-1

Questions have been asked about how the lateral torsional buckling resistance of a channel should be calculated and how the effect of the load position can be accommodated. This Advisory Desk Note offers guidance on the design of these sections.

In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only.

Click here to download and view it.

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