==Floor Joists====Floor Joists====Floor Joists====Floor Joists==
*** 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"
*** 40psf Live Load, Southern-Yellow Pine, #2 Fb=1500 E=1.6mil.psi
(Deflection = 1/360)
o.c.
Spacing 2x6 2x8 2x10 2x12
12" 10' 9" 14' 2" 18' 0" 21'11"
16" 9' 9" 12'10" 16' 5" 19'11"
24" 8' 6" 11' 3" 14' 4" 17' 5"
***2x4 Truss: Max Available Span (24"o.c deflection=1/360)
55psf, 40#ll, 20#dl, 5#cl.
Bearing ------------Depth--------------
12" 14" 16" 18" 20" 22" 24"
Top Chord 21'4 24'0 26'1 27'10 29'6 31'1 32'6
Bott Chord 21'4 24'0 26'1 27'10 29'6 31'1 32'6
*** Engineered I-Joists GPI 60-series, Deflection = 1/480
o.c. -----------joist depth--------------------
spacing 9 3/4 11 7/8 14 16
12" 19' 0" 22' 0" 25' 9" 28' 7"
16" 17' 4" 20' 8" 23' 6" 25' 9"
24" 15' 1" 17' 5" 19' 4" 19'10"
==============================================================
Back to Reference Files
Back to Notebooks
Back to Tower