Thank you very much for your replies. Well, the thing is that design engineer specify that the specific gravity of the soil to be used for backfilling should be 1.6g/cm3. What I want to know is that how do they calculate to decide a soil of this much of specific gravity is needed. [ponder]
Hi,
I have a question regrading the reduction of depth of slabs at wash rooms or balconies. I would like to know the criteria for deciding whether the edge of the slab panel that start to reduce in height ( like in wash rooms) is continues or discontinuos? Assume that the depth of slab in a bed...
