Hello, I'm trying to obtain reactions from a single point at the bottom of my pile caps (joints 356 and 362). I have connected the abutment joints to these point with rigid links. The points have been given a stiffness from the geotechnical engineer. Every time I run the model with loading sets selected I get this error 'Reactions differ from applied loading for load case...'. I have tried modelling the rigid links not at an angle and sharing the stiffness between them, but I still get the error just for another load case.
