Aug 18, 2022 #1 WARose Structural Joined Mar 17, 2011 Messages 5,594 Location US I've run a model here recently that was all angle members.....and my question is: if I input unbraced length(s), is STAAD doing the proper checks of the minor/principal axis bending? I cannot tell from the output.
I've run a model here recently that was all angle members.....and my question is: if I input unbraced length(s), is STAAD doing the proper checks of the minor/principal axis bending? I cannot tell from the output.