During the modeling of the structure, a problem occurred in the area of the threshold. How can I ensure that the beams on which the threshold rests are calculated as springs by Rstab, so that the loads are distributed accordingly to the beams? My current attempt was with the node coupling function, which caused the entire load to be transferred to the beams below.
Hello and welcome to the Dlubal Community.
Unfortunately, it is not clear to me what your intentions are. What should happen with the load? Could you please describe that more clearly? Ideally, please send your file along with it.
Click on File → Save As and select the following settings to reduce the file size:
Then upload the file here (e.g., *.rf6, *.rs9) – this way the community can also contribute to the solution.
Do you not want to share the file publicly? No problem – send it to me via direct message: click on my profile picture or my username → Message.
Best regards
Gerhard Rehm