do all areas of thickend slab on grade considered for bearing?
do all areas of thickend slab on grade considered for bearing?
(OP)
say I have 15'x15' thickened slab on grade, for soil bearing is 15x15 considered or only the thickened portion?






RE: do all areas of thickend slab on grade considered for bearing?
RE: do all areas of thickend slab on grade considered for bearing?
I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.