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ALLOWABLE LOAD TABLES FOR PREMIUM
PANELS, INC. |
PREMIUM SNAP 1000ns STANDING SEAM
PANEL
|
|
|
|
SPAN
(FT.) |
| |
1.5 |
2.0 |
2.5 |
3.0 |
3.5 |
4.0 |
4.5 |
5.0 |
|
12" |
1 |
139 |
78 |
50 |
35 |
24 |
16 |
11 |
8 |
2 |
154 |
87 |
55 |
38 |
28 |
21 |
17 |
14 |
3 |
180 |
101 |
65 |
45 |
33 |
25 |
20 |
16 |
|
|
|
SPAN
(FT.) |
|
1.5 |
2.0 |
2.5 |
3.0 |
3.5 |
4.0 |
4.5 |
5.0 |
|
12" |
1 |
101 |
56 |
36 |
25 |
18 |
14 |
10 |
7 |
2 |
117 |
66 |
42 |
29 |
21 |
16 |
13 |
10 |
3 |
137 |
77 |
34 |
25 |
25 |
19 |
15 |
12 |
|
|
|
SPAN
(FT.) |
| |
1.5 |
2.0 |
2.5 |
3.0 |
3.5 |
4.0 |
|
16" |
1 |
88 |
50 |
32 |
22 |
16 |
12 |
2 |
78 |
44 |
28 |
20 |
14 |
11 |
3 |
90 |
51 |
33 |
23 |
17 |
13 |
|
|
|
SPAN
(FT.) |
| |
1.5 |
2.0 |
2.5 |
3.0 |
3.5 |
4.0 |
|
16" |
1 |
105 |
59 |
38 |
26 |
16 |
11 |
2 |
104 |
58 |
37 |
26 |
19 |
15 |
3 |
120 |
68 |
44 |
30 |
22 |
17 |
|
|
|
SPAN
(FT.) |
| |
1.5 |
2.0 |
2.5 |
3.0 |
3.5 |
4.0 |
|
16" |
1 |
69 |
39 |
25 |
17 |
13 |
10 |
2 |
58 |
33 |
21 |
15 |
11 |
8 |
3 |
68 |
38 |
24 |
17 |
12 |
9 |
|
|
|
SPAN
(FT.) |
| |
1.5 |
2.0 |
2.5 |
3.0 |
3.5 |
4.0 |
|
16" |
1 |
78 |
44 |
28 |
18 |
12 |
8 |
2 |
77 |
44 |
28 |
19 |
14 |
11 |
3 |
89 |
51 |
33 |
22 |
17 |
13 |
Notes:
- All calculations for panel properties have been made in
accordance with the 1986 edition of "Specification for Cold-Formed Steel Design
Manual" published bt American Iron and Steel Institute.
- Values for 3 or mre spans are based on 4 equal
spans.
- These load capacities are for the panel itself. Frames
purlins, clips, fasteners, and all supports must be designed to resist load
imposed by the panel.
- Materials: FY = ksi for steel panels
- All loads are in PSF.
- Above capacities have been increased by 33-1/3% as per
AISI sec. A4.4.
- For full panel capacity, bearing must be checked using
actual loads and bearing length.
- Loads shown are limited to L/180 deflection.
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