Hello,
I have question about internal forces in arch. The arch that I want to analyse is modeled as a shell element. I need to find shear forces at the end of arch. Can I do panel cut at that place, then Nxx, orientation y?
Thank you in advance,
Iva
Internal forces in arch
Accepted solution
Shear force would be Nxy . Choose "local direction of the cut" instead
Rafael Medeiros
Did you find this post helpful? Feel free to Like this post.
Did your question get successfully answered? Then click on the ACCEPT SOLUTION button.
