Thanks for the help SteeliestFire55, i'm going to try that solutions and see how it goes.
@stressed: Yeah, that was more or less what I was thinking to do, and use Edge Constraints to connect the small shell elements to the others, since the nodes don't coincide. However, I would like to know...
Hello fellow engineers.
I'm modeling a building with resisting masonry walls, some of them with large tickness. The floors are in concrete (with precast beams), most of them with unidirectional behaviour.
I'm using them to apply floor loads and also to in some way connect the other elements...
