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
Exclusive to subscribers. 97% yet to be discovered!
Already subscribed? Log in!
Section and component strength
Web buckling under shear
Article included in this offer
"The superstructure of the building"
(
127 articles
)
Updated and enriched with articles validated by our scientific committees
A set of exclusive tools to complement the resources
