I have ran a dynamic model and at the end the Warning code:4 is appearing ( Static loads have been changed in a dynamic analysis). How to solve this? thank you
Hi Andhika,
I apologise, but I currently do not possess all the information necessary to answer your question. The available information you have provided seems to be limited. You may want to check our article on How to model moving loads to simulate train-induced vibrations, or submit a Case with a description of the issue and attach your model, and we will be happy to investigate further:
https://bentleysystems.service-now.com/csp
So I tried to simulate the train movement in the transition zone between the abutment and the embankment, is there (maybe) any problem between my abutment structure and embankment?
As mentioned in Appendix I (Calculation warning and errors in PLAXIS) of the Reference manual, Error Code 4 indicates that the value for a static load has been changed in a dynamics analysis. Please recheck your load values if this was unintentional.