Only horizontal reaction from column to beam

[Anonymous]

Hello,

Is there a way to columns give off only a horizontal force to beams without them directly supporting them, so the beams moment diagram stays as a simply supported one span beam.

[Romanich]

Hi @Anonymous ,

Yes, it is possible using Compatible Nodes for example:

Robot Structural Analysis 2022 Help | Compatible nodes | Autodesk

[Anonymous]

In this case which directions should I block? I tried some variants, but didnt get the results I expected and got instabilites in those nodes.

Maybe a quick example of the structure in my post would be the best solution