I've got a situation where I am assigning LY = 5' to some C6x13 (ry = 0.524") girts of varying lengths that will have restraint from sag rods spaced around 5'. However, when running the code check (AISC Unified 2016), my girts continue to fail from Cl…
Can anyone enlighten me about this failure? It say failure since L/R Exceeds
But removing this member, make the whole framing passed?
How in the world can that member affect the whole frame? And why is the first one failed in L/R?
Thanks…