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Design of Cruciform Sections using BS 5950-1:2000

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Many engineers will be relatively unfamiliar with torsional modes of buckling, but they are explicitly covered in the Eurocodes. Steel Construction Institute Senior Manager Charles King explains what designers of bi-symmetric cruciform sections need to know about buckling.

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

Click here to download and view it.

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