Jun 28, 2011 #1 jdonville Geotechnical Joined Sep 29, 2003 Messages 985 Location US Can anyone tell me if I need to use t_des = 0.93 x t_nom for A513 tubing that is drawn over a mandrel, as is specified by AISC for A500 HSS? All assistance appreciated J
Can anyone tell me if I need to use t_des = 0.93 x t_nom for A513 tubing that is drawn over a mandrel, as is specified by AISC for A500 HSS? All assistance appreciated J