Cantilever Truss.std
Could someone check for me this problem matter;-
a) Large deflection for -x direction on wind load
b) Warning - Instability at joint
Thanks
You should be assigning moment releases (or partial moment releases) to the web members of the truss only, but not to the chords. Also, if you are using tension only members, the loads should be combined with Repeat Load option instead of Load Combination.
BUG HUNTER