I’m assuming you are using quads for concrete and that the “support” is a haunch, so I would:
Avoid restraints if you can (always)
Model the SARS along the centre of the element
In your example the bottom slab is modelled at the upper surface, you’re underestimating the length wrt bending.
Estimate the thickness increase of the wall/vault with a max ratio of 1:3 per side, so the centre line diverts with a 1:6 ratio
So the system lines/surfaces of the quads would follow the green lines below: