Sep 25, 2012 #1 lihsing2015 Structural Joined Sep 25, 2012 Messages 1 Location US I am working for a Australia project, and I was told that for the member the limits of Slenderness ratio of Y is 180, but I can not find it out in the AS code 4100-1998, anybody knows it? Thanks for your help~
I am working for a Australia project, and I was told that for the member the limits of Slenderness ratio of Y is 180, but I can not find it out in the AS code 4100-1998, anybody knows it? Thanks for your help~