Zenoah1439
Well-known member
I'm looking to build a new tank stand for my 40g breeder which would incorporate a sump in the lower section. I'd like to not put a center support in the front of the tank, but have read the "rule of thumb" is to have 1 2x4 brace for ever 2 feet of tank length. I'm wondering if using a 2x6 structure underneath the tank and having no center brace will be enough to support?
I ran the numbers on the 2x4 at a 2ft span with the tank full on top and found that the stress load on the wood is about 171.43 psi. Running the same numbers on the 2x6 support spanning the full 36 inches comes out at 208.26 psi. Both number are FAR less than the yield strength of the wood, so i thought the rule of thumb might be to help with deflection.
Running the numbers for deflection, the 2x4 at a 2ft span will deflect .0045" and a 2x6 at 3ft span will deflect .0077". In either case, having deflection under 7.5 thou seems acceptable. So what drives the "rule of thumb", or do i have inaccurate information? Based on the calculations, it seems like a 2x6 would do just fine supporting a 3ft span with no center brace with the tank full on top? Anyone have experience doing this?
I ran the numbers on the 2x4 at a 2ft span with the tank full on top and found that the stress load on the wood is about 171.43 psi. Running the same numbers on the 2x6 support spanning the full 36 inches comes out at 208.26 psi. Both number are FAR less than the yield strength of the wood, so i thought the rule of thumb might be to help with deflection.
Running the numbers for deflection, the 2x4 at a 2ft span will deflect .0045" and a 2x6 at 3ft span will deflect .0077". In either case, having deflection under 7.5 thou seems acceptable. So what drives the "rule of thumb", or do i have inaccurate information? Based on the calculations, it seems like a 2x6 would do just fine supporting a 3ft span with no center brace with the tank full on top? Anyone have experience doing this?