Aug 22, 2005 #1 AlohaBob Structural Dec 4, 2003 255 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?