The structure is completely exposed to the elements. There will be no cladding on the section that I am trying to apply wind load to. It's a simple 3m x 3m open frame with X type cross bracing (think box with an X on all 4 sides), so yes the wind will flow in (through the windward side) and out...
Now this might be a relatively simple problem to solve, but I've had the most difficult time trying to solve it and CSI tech support... well do they even exist?
1) I'm trying to apply a static wind load (NBCC 2005) to a vertical truss (only to one story). I only want the wind load to be...