|  | 
| 
 | ||||||||
| Portal | PhotoPost Gallery | Register | Blogs | FAQ | Members List | Calendar | Search | Today's Posts | Mark Forums Read | 
|  | 
|  | Thread Tools | Display Modes | 
|  | 
| 
			 
			#1  
			
			
			
			
			
		 | |||||
| 
 | |||||
|   My 155 is on the second floor and I too was concerned about whether the floor needs reinforcing. From what I understand, 150 gallons is about where one starts getting concerned. I do know you are better off against a load bearing outside wall than as a room divider though. To be totally sure you'd best get an engineer to test the load capacity or just do as I did and fill it up. Any others with big tanks on the second floor?? 
				__________________ 72 G Mixed Reef 155 Bowfront | 
| 
			 
			#2  
			
			
			
			
			
		 | |||||
| 
 | |||||
|   ya, that was my big concern, the fact that it is a room divider.  What it has going for it though is the fact that it is really close to the main support beam,  almost like it is up against a wall but not quite as strong I suppose.  Also, it runs perpendicular to a bunch of beams, as opposed to if it was up against the wall where it would run parallel to only a couple of beam probably. | 
| 
			 
			#3  
			
			
			
			
			
		 | |||||
| 
 | |||||
|   You should not have a problem if you run perpendicular to the floor joists and close to main beam that support the joists. I have  a 150gal. DT and 50gal. sump under the stand. Dim. of  stand is 48" x 30" with a soild base (plywood) which sitting on 4 floor joists 2 x 10. Before I started to fill it I had a plumb bob hanging from the joists in the basement so I can check  if the floor was bending due to the weight of the tank. It"s been over a year now with no problems. Hopes this helps. Ed. | 
|  | 
| Thread Tools | |
| Display Modes | |
| 
 | 
 |