Aug 22, 2005 #1 AlohaBob Structural Joined Dec 4, 2003 Messages 255 Location US I compare the full strength value corresponding to full bracing in LGSI to an interaction using RAM for light gage purlins. RAM shows far more tolerance for wider flange bracing. Has anyone noticed this?
I compare the full strength value corresponding to full bracing in LGSI to an interaction using RAM for light gage purlins. RAM shows far more tolerance for wider flange bracing. Has anyone noticed this?