Potts050;489919; said:Check this out...
*** 30psf Live Load, Douglass Fir/Larch #2 Fb=1450 E=1.7mil.psi
(Deflection = 1/360)
o.c.
Spacing 2x6 2x8 2x10 2x12
12" 12' 0" 15'10" 20' 3" 24' 8"
16" 10'11" 14' 5" 18' 5" 22' 5"
24" 9' 7" 12' 7" 16' 1" 19' 7"
Simply supported truss deflections are easier to calculate with more reliable results. If you want to break up a span with an additional leg ensure that the load is born but not fastened to the leg to allow expansion and contraction with changing temperature and humidity. An inch of high density foam between the tank bottom and the stand will help to offset the deflection.
I'm more in favour of using more on center trusses for a longer span than using center support. Make sure that you allow a minimum of 4 sq" bearing area on your trusses for spans greater that 48". This may require using a top plate, or a 4"X4" rather than dimensional lumber on edge.
Hey Chompers...ever notice Canadians have way too much time on their hands...


