Hi Support,
I have to check some things in my colleagues model and can not figure out one thing. There are few beams (example 4474) for which bending momens in both directions are excluded from code check (see pic and file attached) even though you can see the moments exist when checkin bar forces. They are not truss members. Are there any other bar types which would behave similary to truss members? By the way, torsion is not excluded from the check..
What else could it be?
Thank you
http://www.4shared.com/zip/B3M86J3b/2013.html
Solved! Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
Highest ratio at the end of beam where there is no moment
You can force to check it in max My \ Fx point, but ratio will be lower: