saherboy

Dear All , Goo day for all I have a mat foundation with 7 floors of normal loading when I read a moment values from column strip or middle strip it gives me 395 kn.m for example and when I read the reinforcement steel for the same strip it gives me 1150mm2 , when I calculate the area of steel needed from 395 kn.m it gives my +2000mm2 , any idea ? Is this moment will be reduced since it is almost two way slab