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  1. #1
    Slutty Kitty Owner
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    May 2010
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    Default Any structural engineers?

    Planning to put a fish tank in. It's gonna be roughly 300 gallons. Looking at 2500-2600 lbs with water. I want it on my main floor and will be against a wall which will be perpendicular with the floor joists. Will I still need additional support? Tank is 8 ft long. 2.5 ft wide.

  2. #2
    Knows How To Lube Brass bobbyfairbanks's Avatar
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    Apr 2010
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    west of CO Springs in the MTNS
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    Default

    Only if the fish decide to jump

    I would reinforce without question.
    Tho it will make me a begger in the streets burn it if you must
    John Adams to George Washington

  3. #3
    Zombie Slayer
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    Default

    130 LBS per square foot in just water weight alone. Add more for rocks, pumps, tank etc.

  4. #4
    Machine Gunner
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    Mar 2011
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    Tulsa
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    Default

    Salt or fresh? Yknow you would prefer a 300Deep Dimension. Have one for sale ^_^


    It's a very hard question without inspecting the actual lay out and construction under the floor. One house may be fine perpendicular but another not. I was lucky enough for the space to be right near the concrete walls and a very short span to the first steel beam. Should have been fine. As cheap as it was with easy access still did a 4x4 and 2 steel columns just to be on the safe side. (Had a engineer type person at local wood supply dealer run some rough calculations.)

  5. #5
    Industry Partner BPTactical's Avatar
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    Default

    Somethings fishy with this thread......
    The most important thing to be learned from those who demand "Equality For All" is that all are not equal...

    Gun Control - seeking a Hardware solution for a Software problem...

  6. #6
    If I had a son he would look like....Ben SideShow Bob's Avatar
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    Default

    Quote Originally Posted by BPTactical View Post
    Somethings fishy with this thread......
    Naw, you just need to scrub the Fancy Feast out of your mustache..........




    Last edited by SideShow Bob; 07-28-2018 at 08:44.
    My T.P. wheeling and dealing feedback is here.

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