4. Section and component strength
Application of the EC 3-DAN criteria given in this section provides simultaneous protection against the risks of section plasticization and component instabilities such as buckling or tilting. The criteria are presented successively from the simplest to the most complex case; the table summarizes the various situations considered and the corresponding paragraphs.
4.1 Simple bending
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Section and component strength
Web buckling under shear
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