Stability and second order effects on steel structures – Part 2: design according to Eurocode 3
Ricardo Pimentel of the SCI illustrates the different methods provided by EN 1993-1-1 to address the topics of member stability, global frame stability and second order effects. Fundamental structural mechanics relating to stability was covered in Part 1.
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.
Tagged BS EN 1993-1-1, Eurocode 3, Frame stability, second order effects, stability, sway frame, worked example