Secondary framing – Metal Sales Secondary Framing User Manual
Page 39

PSF-39
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
(Symmetrical Flanges Only)
2'-4" Lap
Flange
Web
Flange
Long Lap
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 1996 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.
Span in
Feet
Section
Long Lap - 2 Spans
Z-
10" x 2
1
/
2
"
Stress
Controlling, plf
12 Ga
14 Ga
12 Ga
14 Ga
Defl. (L/180)
Controlling, plf
20 149
297 186
377
Long Lap - 3 Spans
Stress
Controlling, plf
Defl. (L/180)
Controlling, plf
12 Ga
14 Ga
12 Ga
14 Ga
22 124
242 156
307
24 105
202 132
255
25 97 185 122
234
26 90
170
113
215
28 78 145
98 184
30 68 126 86 159 151
32 59 110
75 138 123
Span in
Feet
Section
Long Lap - 2 Spans
Z-10" x 3"
Stress
Controlling, plf
12 Ga
14 Ga
12 Ga
14 Ga
Defl. (L/180)
Controlling, plf
20 152
300 188
388
Long Lap - 3 Spans
Stress
Controlling, plf
Defl. (L/180)
Controlling, plf
12 Ga
14 Ga
12 Ga
14 Ga
22 128
245 158
318
24 107
207 134
262
25 100
190 125
240
26 92 175 116
221
28 79 149 101
189
30 69 129
88 162
32 61 113 77 142 136