I could not be sure whether the reinforcement design and thickness of the D414 slab, whose formwork plan and calculation reports were uploaded, are correct. Do all the edges of the stairwell work as console slabs, should there be pleated reinforcement in this part or should it be like the reinforcements in the console slabs, some of them were taken as consoles in the thickness control Doesn't the program automatically determine this constantly? I would appreciate it if you could enlighten me. Thank you.