Hexagon Mop
New member
I'm not a structural engineer( but i did stay at a holiday in express last night :jesterbut I would reconsider this setup. If it were my house I would take extend your 2x12s all the way to the foundation wall and over you 2 x 6 wall so that you are carrying the load down to the footing that is designed to handle it.
You really need to address you support set up.
They just look nice, but not doing any help.
250g is a lot of water.
Is your tank's length going in the direction of the joists?
Can you span spme supports perpindicular to the floor joists ?
Jim C.
The 2x12's are in place mostly to keep the joists from crushing and to help distribute some of the weight. The tank spans the four joists I braced. I estimate the tank to be close to 3000lbs. The support wall is 8'tall x7' long. An 8' 2x6 wall 16" on center has a max load of 1774lbs plf making the load capacity of my wall 12418lbs. I should be fine.
