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.
Hi @valtsARY3H ,
Yes, it is possible using Compatible Nodes for example:
Robot Structural Analysis 2022 Help | Compatible nodes | Autodesk
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Roman Zhelezniak
Robot Evangelist & Passionate Civil Structural Engineer
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
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