rowingengineer
Structural
I don't know the American cold formed design code at all well, but does it have a way to handle purlins without cleats for design? The code I use is very similar whenever I have compared in the past.
ANY FOOL CAN DESIGN A STRUCTURE. IT TAKES AN ENGINEER TO DESIGN A CONNECTION.”
ANY FOOL CAN DESIGN A STRUCTURE. IT TAKES AN ENGINEER TO DESIGN A CONNECTION.”