I agree that nlgeom,on would make more sense in general. But in this particular case, if a real constant set is changing for each time step according to a give table, even if the model is linear, then the matrices should be reformed at each load step, right?
It would be nice if this were added to the docs. Maybe even to COMBIN14.
Anyway, thank you very much for your time Dave! I'm marking the post as answered.
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