Seismosoft | Earthquake Engineering Solutions

good morning!

I would like to ask how should I go about constraining the overhanging nodes after modelling this type of infill wall next to a column in the file?

Is it possible to provide a simple example?

Thank you!

https://drive.google.com/file/d/1apc6WuUa4f9UeFoB2au0D-0ZhGnQTJcm/view?usp ...