Secondary framing – Metal Sales Secondary Framing User Manual
Page 38
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PSF-38
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
2'-4" Lap
Flange
Web
Flange
Long Lap
Load TaBLeS For STandard ZeeS
(Symmetrical Flanges Only)
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-
9" x 3
1
/
2
"
Stress
Controlling, plf
12 Ga
14 Ga
12 Ga
14 Ga
Defl. (L/180)
Controlling, plf
18 179
335 226
425
Long Lap - 3 Spans
Stress
Controlling, plf
Defl. (L/180)
Controlling, plf
12 Ga
14 Ga
12 Ga
14 Ga
20 146
266 185
337
22 120
216 153
274
24 101
179 128
227
25 93
164
118
208
26 86 151 109
191
28 74
129
94
163
30 64
111
81
140
Span in
Feet
Section
Long Lap - 2 Spans
Z-
9" x 3"
Stress
Controlling, plf
12 Ga
14 Ga
12 Ga
14 Ga
Defl. (L/180)
Controlling, plf
18 179
338 226
429
Long Lap - 3 Spans
Stress
Controlling, plf
Defl. (L/180)
Controlling, plf
12 Ga
14 Ga
12 Ga
14 Ga
20 146
268 185
341
22 120
218 153
277
24 101
181 128
229
25 93
166
118
210
26 86 152 109
193
28 74 130 94 164 159
30 64 112
81 142 129