I have just moved house and Im wanting to set up my tank (2.0m x 0.6m x 0.6m) and i need to know if the current timber flooring will take the weight of the tank and everything else.
So i have done a few calculations to try and figure out if it will be ok or not.
This is what i have worked out so far.
I'm not sure if they are correct but I'm sure someone here will know.
Tank-300kg (10mm glass)
Water-700kg
Stand-200kg
Sump-100kg
Rocks-100kg
Substrate-50kg
Total-1450kg (1500kg roughly)
these weights are all estimates only
Stand-60cm wide by 200cm long = 12000cm^2 base area.
1500/12000 = 0.125 kgf/cm^2
kilograms-force/cm^2
(kgf/cm^2)*98.1 = kPa
0.125*98.1 = 12 kPa of force bearing down on my flooring
Floor framing: (this is all i know about it without taking more measurements).
T & G floor boards
Joists-125x50 @ 450crs, spanning 1500mm
Bearers-125x100 @ 1500crs, Spanning 1500mm (span is guesstimated)
All the timber framing is rimu and in good condition, no cracks,splits,bowing,twisting,rotting, nothing. not even borer.
I was never good a math so this is me trying my best and I am pretty sure I would have gone wrong somewhere.
All these calculations are to see how much i will need to brace the floor framing (I have full intentions of doing this if i need to or not.)
What I'm wanting to know is...
-Have i done the calcs right to find the correct kPa loading of the tank
-Just how much force/weight could my flooring take and is there a calculation to find out?