I think I would be a little concerned that the BOTTOM of the glass will have enough downward and outward pressure to push the bolts out of the concrete.
Also do you think that the design is "structurally sound" at the bottom front? I see that you have rebar through the front blocks but the concrete you are pouring in them is basically just going to be sitting on the slab of the basement. What is to keep the bottom front from "slipping" of of the rebar?
I know these questions sound rediculous but there is going to be A LOT of pressure on that part of the tank.
BTW, GREAT JOB and keep it coming!!!
Also do you think that the design is "structurally sound" at the bottom front? I see that you have rebar through the front blocks but the concrete you are pouring in them is basically just going to be sitting on the slab of the basement. What is to keep the bottom front from "slipping" of of the rebar?
I know these questions sound rediculous but there is going to be A LOT of pressure on that part of the tank.
BTW, GREAT JOB and keep it coming!!!