Is the shown bending moment in the wall in the horizontal direction (not vertical)? It looks so , as the bending moment sign is minus. That doesn't make sense, you cannot design the DWall panels for such stresses. Something looks very wrong with this presentation and there is a significant misunderstanding in Midas team behind that. Your explanation of the site problem cannot be valid. As initially this moments need to be released.
Is the shown bending moment in the wall in the horizontal direction (not vertical)? It looks so , as the bending moment sign is minus. That doesn't make sense, you cannot design the DWall panels for such stresses. Something looks very wrong with this presentation and there is a significant misunderstanding in Midas team behind that.
Your explanation of the site problem cannot be valid. As initially this moments need to be released.