Looking for some plans to build a stand for a 4x2x2 120g tank. Would like to NOT use 2x's. If the factory can make them out of 1x's anyone should be able too!
Any help is appreciated!
Any help is appreciated!
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While I don't disagree about the factory making stands as cheaply as possible, I have yet to see a thread about a factory stand collapsing. I just want a stand that doesn't weigh more than the tank. And I don't need to be able to park a tank on it! I would love to be able to go with steel!The factory is making them as cheaply as possible. It's not an engineering achievement to make it out of lesser material, but it could be a recipe for disaster.
Don't ask me, I just built my 125 gallon tank stand out of 1.5" square .120 wall structural steel.
Thanks, I'll be taking you up on that offer!I used 3/4 stock for my build. Look at my build, and ask question and I will help you with a layout. All you really need is you have overlapping support down the the floor with you 4 corners as the main load barring part.
Maybe my calculations were for holding a different type of tank, lol. If you can weld it's not that expensive. I took on am existing 46 gallon bow front that the previous owner said a powerhead he had in there shook the tank on the stand and it only has one strip support in the back and supports on the bottom rim, 383+ pounds in just water... just seems a bit under built.While I don't disagree about the factory making stands as cheaply as possible, I have yet to see a thread about a factory stand collapsing. I just want a stand that doesn't weigh more than the tank. And I don't need to be able to park a tank on it! I would love to be able to go with steel!
D! Here is was thinking I overbuilt mine, lolI am one of those that severely overbuilt my stand using steel, but it was all free and left over from other projects (2x2x.120 square tube and C4x5.4 channel). In hindsight I wish I had gone lighter but i like the added security of the heavy stand. I also did an FEA model and calculated deflections (I am an actual engineer after all) and was able to go with no center support under a 5' tank leaving me a ton of room for a sump and equipment.
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