topic Re: Only horizontal reaction from column to beam in Robot Structural Analysis Forum

Only horizontal reaction from column to beam

Anonymous — Thu, 29 Apr 2021 11:29:23 GMT

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.

Re: Only horizontal reaction from column to beam

Romanich — Thu, 29 Apr 2021 12:50:46 GMT

Hi @Anonymous ,

Yes, it is possible using Compatible Nodes for example:

Robot Structural Analysis 2022 Help | Compatible nodes | Autodesk

Re: Only horizontal reaction from column to beam

Anonymous — Fri, 07 May 2021 08:36:31 GMT

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