From a ignorant ME, I have a existing 8" concrete slab with 2 layers of 6x6 WWF 10 guage for rebar. My question is can I place a 9'-5" W6x15 Column to support 1-3" pipe assumed to be full of water? The slab is 50'x50' and I'm in the corner 15' off of each edge.
My concern in over turning...