Canreef Aquatics Bulletin Board  

Go Back   Canreef Aquatics Bulletin Board > General > Reef

Reply
 
Thread Tools Display Modes
  #1  
Old 04-05-2010, 09:05 PM
brizzo's Avatar
brizzo brizzo is offline
Member
 
Join Date: Apr 2006
Location: Kelowna BC
Posts: 504
brizzo is on a distinguished road
Default

Quote:
Originally Posted by doch View Post
This is a resting weight... no bounce or momentum involved. You'll likely still get some flex, but not the same as a person bouncing along the floor.
The terminology is live load vs dead load, if you weren't sure

But you are correct, the difference between load types is exponential.
__________________
28g Nano Cube drilled with 13g sump in stock stand. Vertex IN80 Skimmer, Phosban 150 Reactor, Apex Controller, DIY LED with stock hood, dimmable
Established March 2006
Reply With Quote
  #2  
Old 04-05-2010, 09:47 PM
Coleus Coleus is offline
Member
 
Join Date: May 2009
Location: Calgary NW
Posts: 1,179
Coleus is on a distinguished road
Default

I have 155 main + 33 sum on my main floor. It is perpendicular to the joists and near the outside wall. I did not see any problems for couple months but then i got a contractor to do Joist Sistering to be safe. I probably going to build a support beam underneath once i figure out what i want to do with my basement. Be safe than sorry :-)
Reply With Quote
  #3  
Old 04-05-2010, 11:01 PM
bvlester
Guest
 
Posts: n/a
Default

130 gallons is a lot heavier than the average person.
I beg to differ on this statement 130g tank weighs about 1300 pounds when not in motion when you walk by it it goes into motion. As far as being OK to have on main floor I would only put it where a bath tub would be or in a alcove as those areas are made to hold extra weight also the main supporting wall that runs the length of the house is mad to support extra weight. if you have the tank perpendicular to the floor joists they will hold more weights you are distributing the weight over more floor joists a 6 foot tank is over at least 4 floor joists. I would phone a engineering firm and ask to talk to someone about the situation you have. now if you can have the tank perpendicular to the joist and on top of where a wall is down stairs it would be OK then I would think.Or put it where the utility room is and have telescoping posts put in below the tank that should be goodI would think, but I am not a structural engineer.

Bill
Reply With Quote
Reply


Posting Rules
You may not post new threads
You may not post replies
You may not post attachments
You may not edit your posts

BB code is On
Smilies are On
[IMG] code is On
HTML code is Off
Forum Jump


All times are GMT. The time now is 04:19 PM.


Powered by vBulletin® Version 3.7.3
Copyright ©2000 - 2025, Jelsoft Enterprises Ltd.