FEM enthusiast

Salam everyone, I have this wall directly resting on slab, when I export it to SAFE including the loads from above it also exports high moments at the slab to wall edge, I want to release the moments at this edge as there are large moments transferred to the slabs, can I release moments in ETABS? The wall moments are also shown. Also has anyone checked the SLAB design function in ETABS 2017? as when I design the slab in SAFE it has high reinforcement in the area at which wall is transferring high moments to slab but when I design it in ETABS the slab reinforcement is satisfactory.