I am working on a timber tower containing a diagrid structure. The model however does not connect the inner structure(beams and columns) with the diagrid. If the inner structure is removed from Karamba, then the diagrid does deflect with the same loads applied to it. The problem therefore seems to be in the connection of the inner elements with the diagrid. Therefore, I would like to ask how to solve this, or/and are any other mistakes made?
Q.Forum.gh (128.5 KB)