Hi,
I have exported a model from Revit and I modelled a braced / portalised structure.
I have modelled the floor plates as flexible diaphragms and I don't want to have moment in the braced bay beams so I put releases or truss members for bracing (I tried both)
With the releases some nodes are not connected to the diaphragm. Without the beams take moment.
I also tried to model the slabs as curtain walls and add rigid links.
Thanks for your help.
Franco
