is there any possibility to request the maximum load bearing reaction (e.g. due to traffic loads) as a Coupling/Kopplung KPPZ? It is clear that this is a possibility in case of Springs/Federn with AUSW and then P, however I would like to have the same with couplings/Kopplungen.
If you’re only using fix couplings in your model, I would suggest replacing them with beam elements and specifying a dummy cross-section via the SVAL command in module AQUA. For example:
+prog aqua
head
unit 0
ctrl rest 2
sval no 99 mno 1 a 0.5 Ay 1 az 1 it 5 iy 5 iz 5
end
The properties of cross-section 99 should be approximately one order of magnitude greater than the stiffest cross-section in the system.