I'M SOLUTIONING A BUILDING WITH 2 FLATS ON EACH FLOOR WITH 16 STORIES, WITH A COMPLETELY SQUARE AND CENTER OF ORIGIN CENTER, WITH 99% OVERLAPPING CENTER. THE ENTIRE BUILDING IS TRANSPORTED WITH 30 CURTAINS OF 25/175. GROUND SAFETY STRESSING 30 OUTPUT Z2 R=6 BUILDING LOAD 5000 TON 3. DEGREE EARTHQUAKE ZONE ANALYSIS RESULT RESULTS ALL CONTROLS ARE PERFECT. GENERALLY GIVEN MINIMUM REINFORCEMENT. RAFT BASED OUT FOR 90 CM THICKNESS WITHOUT ERROR. BUT THERE IS A PSYCHOLOGICAL PRESSURE, 90 CM THICKNESS IS SUFFICIENT. THERE IS NO PUNCHING BECAUSE THE CARRIER ELEMENTS ARE CURTAIN. HOW DO I INCREASE THE THICKNESS ACCORDING TO YOUR EXPERIENCE, EVEN IF THERE IS A PSYCHOLOGICAL SITUATION?