Community
Hello,
I am getting unusually high moment at the nodal point. My purpose is to make a beam and coloumn inside inside a slab and the wall however the beam does not seem to be taking tension.
Releasing the elements doesnt seem to help
hi @navid.fathi
It looks like you've released columns and beams that could be causing the node to become unstable.
No calculation message?
Could you share your model?
Best regards