You don't say what sort of contact type you're using or what solution sequence, but I'll assume you're using touching contact in SOL101.
Remember that the contact algorithm for touching contact is fully nonlinear. Including nonlinearity in the model means that displacement does not necessarily equal force over stiffness any longer. Since that's the basis of the epsilon check, it therefore doesn't make sense to have the check when there's nonlinearity.
Similarly, when the touching contact converges it's possible for additional forces or moments to be introduced, so some mismatch between applied load and constraint forces does not necessarily indicate a problem.
You don't say what sort of contact type you're using or what solution sequence, but I'll assume you're using touching contact in SOL101.
Remember that the contact algorithm for touching contact is fully nonlinear. Including nonlinearity in the model means that displacement does not necessarily equal force over stiffness any longer. Since that's the basis of the epsilon check, it therefore doesn't make sense to have the check when there's nonlinearity.
Similarly, when the touching contact converges it's possible for additional forces or moments to be introduced, so some mismatch between applied load and constraint forces does not necessarily indicate a problem.