Hi all,
I have a thin-walled i.e. cold-formed quasi-channel section (pic below). Of course it has principal axis are not aligned with central axis. Using EN1993-1-3 & EN1993-1-5 I've calculated that I have to include shear lag i both flanges (? is it for both ?), my bending moments around...
Hi all,
I'm having some specific problem with lateral buckling. I have a asymmetrical cold-formed "uneven angle" cantilever bar. The section and the system is shown here.
The EuroCode gives methods for doubly symmetrical sections, so, I can't use them. There are some SN guides for cantilevers...
Hy everyone!
I'm using Microsoft Word for writing my structural design calculations. I would love to have two-column paper, where I can write calculations on the left, and affilated codes on the right. The problem is when I write in table, my computer becomes laggy, suddenly eating alot of...
