Concrete shapers have to be removed again in all areas providing higher shear forces, which happens to benear suppotings, providing that the initial assumption (concrete shapers covering the entire slab) is proven wrong. By those means partial solid areas are now established by re-manipulation dead load and stiffness back to solid properties.
3.Final verification:
Now that the slab design precisely provides separate for both areas (concrete shaper area and solid area) run a final calculation to check whether all results remained within the boundary condition.
Shear punching areas of columns/wall endings must not interfere with the Unidome areas. Also keep the minimum solid distance to the slab adges of 40 cm for XS and 60 cm XL if necessary.