I am upgrading my home office -which thanks to Fishlore and
MTS looks more like a fishroom- so I can do some fish-housing adjustments.
There is a must do adjustment: my Rainbowfish tank in-line
chiller use must be minimized -must adjust some expenses, I pay up to USD150 a month for the energy cost of this unit -you won't believe how many times-fold energy cost down here- so I am moving them to different smaller tanks (three Perfecto Breeder 30) as they grow up/mature (we're talking a year, maybe a bit more), in the area of my apartment where I have recorded lower temps in tanks -no home thermal insulation is used down here either.
I took the chip-board out of an old desk built on a steel frame. It's been a while (1985?) since I studied statics, so basically I relied on published plywood structure specifications to somehow be sure about the structural soundness of my intended
DIY-two level stand.
For consideration of the engineers in Fishlore, as well as those experienced in DIY stands, and those without such experience that make so much sense in observations, I submit some details of my on-going Xmas vacation project.
Purpose: the stand should be able to carry the load of two 30gal (30"Lx18"Wx13"H) breeder tanks on the top level, and at bottom level one 30gal breeder plus two 5.5 gals tanks.
For the top level, I assumed the weight to be around 600lbs for both tanks and equipment (manufacturer specs: filled 274lbs each), did some numbers (don't ask how, I might not be able to do it again, LOL) and so far a single sheet of 3/4" thick plywood cut/placed in parallel should hold more than that load lifetime. If the tanks were to be held by a stand with its exact area, that means it should support 0.55psi or 3.8Kpa -my maximum; if it were evenly distributed along the stand surface are, that would be 0.41PSI or 2.8KPa -my minimum.
I am considering reinforcing the old metallic structure with extra 1-3/4" L-steel frames (couldn't find smaller ones but if I succeed tomorrow will likely use 1"x1") I intend to secure with well fastened bolts. However the math I did -if we can still trust my rusty calculations- suggests I could do without them.
Question about top level reinforcement: should I reinforce with three L-steel frames -one at middle, two at extremes of existing frame? or would it be better with two L-steel frames following the positioning of the longitudinal trims of the tank? Please see the croquis down.
As for the bottom level, since it already has a centered 1"x1" hollow square structure, I would locate lateral L-steel frames close to the edges.
Room for structural load-handling error is considerable, for one thing I purchased US made construction-intended plywood that seems to be of good quality, but go figure (humidity in storage surely played a role downgrading it somehow).
I believe I followed guidelines to ensure I would stay below maximum safe loads, even if using single support (at each side only) as long as I run parallel placing of plywood.
Feel free to run your own calculations and let me know if I'm close or way out of target.
Other questions: plywood treatment.
I am considering using a product to prevent termites or alike to settle in the plywood, as well as applying some coat to protect from water spills damage over time.
Is there anything I should by all means not use -as toxic for fish in the long run? What are my options for adequate plywood treatment? I like the rustic look -and my wife endorse it in this particular case LOL- so please advice me in terms of what is cost-effective. I have minimal experience working with wood and a bit more but still non-significant in metal structures.
Thank you
Pepe
Santo Domingo