chrispc66
New member
Sandaud
Prestressed concrete is installed in prefabricated slabs. Concrete poured on site for domestic dwellings will not be prestressed.
Your average water bed weighs about 1200 kg, based on 2m x 2m x 300mm deep, plus the base etc. That equates to 300kg of weight per m2.
That planned tank with 0.75m height will weigh 2600 kg, ( about 690 gallons ), NOT including the tank, live rock, substrate and stand. I would recommend you base the weight on 3000 kg. This would load the floor slab approximately 870 kg per m2 based on the tank dimensions.
At 0.5m deep - 520 kg / m2 not including tank, stand, rock, and substrate - allow 720 kg/m2
At 0.3m deep - 300 kg/m2 - allow 390 kg/m2. Based on the water bed theory, I guess you could assume this is safe....at the end of the day, a waterbed would cope with floor sag.....
These large loads over a long period of time could lead to , slab cracks and creep, (sag), with catastophic results, ( tank breakage ). Your problem is this, a high load and applied stress over a period of time..... very difficult to accurately predict an outcome with the many unknown variables.
Also remember that your advice on 600 kg/m2 does not mean 1200 kg / 2m/2 and so on. The weight distribution based on floor slab stiffness and ability to transfer load to supporting walls / columns needs to be considered.
This is what you need to research with your neighbours, looking for items with very high weight present in their apartment for a long period of time....
Good luck Snadaud.
Prestressed concrete is installed in prefabricated slabs. Concrete poured on site for domestic dwellings will not be prestressed.
Your average water bed weighs about 1200 kg, based on 2m x 2m x 300mm deep, plus the base etc. That equates to 300kg of weight per m2.
That planned tank with 0.75m height will weigh 2600 kg, ( about 690 gallons ), NOT including the tank, live rock, substrate and stand. I would recommend you base the weight on 3000 kg. This would load the floor slab approximately 870 kg per m2 based on the tank dimensions.
At 0.5m deep - 520 kg / m2 not including tank, stand, rock, and substrate - allow 720 kg/m2
At 0.3m deep - 300 kg/m2 - allow 390 kg/m2. Based on the water bed theory, I guess you could assume this is safe....at the end of the day, a waterbed would cope with floor sag.....
These large loads over a long period of time could lead to , slab cracks and creep, (sag), with catastophic results, ( tank breakage ). Your problem is this, a high load and applied stress over a period of time..... very difficult to accurately predict an outcome with the many unknown variables.
Also remember that your advice on 600 kg/m2 does not mean 1200 kg / 2m/2 and so on. The weight distribution based on floor slab stiffness and ability to transfer load to supporting walls / columns needs to be considered.
This is what you need to research with your neighbours, looking for items with very high weight present in their apartment for a long period of time....
Good luck Snadaud.