Would be great, if you or someone finds a solution for the stress vector.
Think, this could also be helpful for walls with opening (critical areas, crack avoidance)
Some lessons, when we made this manually by using “Ersatzstabwerk” ..forgot most of this
..don`t know the english word. Would be much easier with the support of FC-FEM and paraview..
Here is a link (First up scrolling to the first page, then page 486 select from the contents list)
https://books.google.de/books?id=o9bPBg ... rk&f=false
All PS: Sorry that the book reference is in german language, could not find a better explanation about what I mean...