I will be building the base for a new tank coming in November. It is 84"x24"x30" -260g.
I would like to consider using LVL (laminated veneer lumber) beams for the 7' long horizontal supports since this might permit having no intervening vertical supports at all.
Has anyone tried this and if so how have you worked out the loading? I figure the tank, water rock etc. will put this over 3000 lbs. Split that across the primary horizontals and then workout the deflection load to understand what beam dimensions might be needed to keep deflections to under ~ 1/32". Trouble is, I did not do engineering and don't know how to work out the loading details.
I will probably only have lots of clearance on one end of the tank. I suppose that could be used to slide items in and out.
If not an LVL do you have other design considerations? The under tank components are still not defined although the store has some recommendations that seem ok. The point is that I have some flexibility.
Thank you,
Dominic
I would like to consider using LVL (laminated veneer lumber) beams for the 7' long horizontal supports since this might permit having no intervening vertical supports at all.
Has anyone tried this and if so how have you worked out the loading? I figure the tank, water rock etc. will put this over 3000 lbs. Split that across the primary horizontals and then workout the deflection load to understand what beam dimensions might be needed to keep deflections to under ~ 1/32". Trouble is, I did not do engineering and don't know how to work out the loading details.
I will probably only have lots of clearance on one end of the tank. I suppose that could be used to slide items in and out.
If not an LVL do you have other design considerations? The under tank components are still not defined although the store has some recommendations that seem ok. The point is that I have some flexibility.
Thank you,
Dominic