Metal Sales Secondary Framing - Manual (Page 35)

PSF-35
Secondary Framing
© Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 9/11
800.406.7387 (Corporate Office) • www.metalsales.us.com
a
lloWable
u
niform
l
oads in
P
ounds Per
l
inear
f
ooT
Load TaBLeS For STandard ZeeS and ceeS (Symmetrical Flanges Only)
Flange
Web
Flange
Flange
Web
Flange
Notes:
1. Tabulated values are allowable superimposed loads. Purlin and all other load weights have not been subtracted from them.
2. Allowable loads have been calculated in accordance with 2001 AISI Specifications.
3. Bearing must be checked using actual bearing length and loads.
4. Wind loads can be obtained by multiplying tabulated values by 1.33.
5. Tabulated values are valid only if the compression flange of the section is adequately supported laterally.
32 68 130 107
28 89 170 160
14 357 680
Span in
Feet
Section
Simple Span (plf)
12" x 3"
Cee or
Zee
Stress
Controlling
14 Ga 12 Ga
Defl. (L/180)
Controlling
14 Ga 12 Ga
16 273 521
18 216 411
20 175 333
22 144 275
24 121 231
26 103 197
30 77 148 130
34 60 115 89