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Thanks Rapt and KootK. KootK I agree with your approach of ignoring T-beam action. For negative steel over the column we always calculate the number of bars (area of steel) over the drop and the number of bars (area of steel) that ends up in the slab depth and calculated moment depth...

I am a structural engineer from Canada working on my first ACI suspended slab. The first hiccup that I have come across is the the requirement that drop panel shall extend one-sixth of the center to center span. This is not included in CSA 23.3. The grid spacing for the project is 10.2m x...