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#1
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![]() Quote:
so funny. man that would make for a crappy day...lol |
#2
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#3
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![]() I think it has alot more to do with the dead weight being stationary for long term. Joists saging and weakening other surrounding structures. I am worried about it buckling the floor and falling thought? Mind you the whole setup will be well over 2500lb siting on 12sq ft. of floor. Does anyone have a large tank upstairs?
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#4
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![]() you have to keep in mind the garage has 16" on center and a house would have 12" on center. I would consider of putting a brace to beef up the floor and since its on a exterior wall you should be ok. that 4" is alot when deplacing weight..
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180 starfire front, LPS, millipora Doesn't matter how much you have been reading until you take the plunge. You don't know as much as you think. |
#5
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![]() what sort of brace would you be talking about?
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#6
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![]() beefing up the floor joists or if you are able to put in teleposts.
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180 starfire front, LPS, millipora Doesn't matter how much you have been reading until you take the plunge. You don't know as much as you think. |
#7
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![]() FYI, 90% of residential floors are designed to handle 40lbs/ft2 live load, and about 15lbs/ft2 dead load.
It is fairly easy to work out what your weight of a tank/water/equipment etc uses, divide that by the area of the tank, and that will tell you if you are good. |
#8
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So 2500 divide 12 = 208, that 208lb/ft2 the tank is imposing on the floor. Way too heavy according to your numbers, unless I am not getting right? |
#9
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#10
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![]() Does the post below this room have a weight marking on it......it should be on there.
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