Webinar | Cold Formed Steel Design to American Standards | 

Great webinar! Thanks for posting it to YT. Any chance you could post the followup answer to the question on nested sections? I'm keen to understand how a toe-to-toe built-up section like a closed box made up from a C-Section and a T-Section and affixed with screws through the flange would be analyzed. On the web crippling capacity and Table G5-2 and G5-3 (fastened vs. unfastened): which one to use if using a connector (e.g. angle bracket) with screws vs. bolts on the web of the CFS section, instead of having the bottom flange sit on a fixed support (e.g. beam)?