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Metal Sales Mfg. Corp.
Metal Solutions
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Metal Solutions
- Architectural Structural Integral Standing Seam Panel
- 10", 12", 16" and 18" Panel Coverage
- 1 3/4" Rib Height
- Gauges: 26 GA and 24 GA Standard, 22 GA Optional
- Minimum Roof Slope: 3 : 12
- Factory Applied Side Lap Sealant
- Snap Together Panel System
- Concealed Clip Designed to Accommodate 1/2" to 3" Blanket Insulation
- Concealed Clip Designed to Accommodate Movement Due to Temperature Change
- Applies Over Open Framing or Solid Substrate
- Available Finishes Include Kynar 500 (PVF2),
- MS Colorfast 25®, and Bare Galvalume™
Testing:
- UL 580, Class 90 Wind Uplift, Construction Number 255, 261, 303, 342, and 343
- UL 263 Fire Resistance Rating
- ASTM E-283 Air Infiltration Approved
- ASTM E-331 Water Penetration Approved
- Texas Windstorm Approved
Allowable Uniform Loads for 3 or more Spans in PSF |
|
Inward Load (Stress) |
Inward Load (Deflection) |
GA |
Width |
KSI |
3' |
4' |
5' |
6' |
7' |
8' |
3' |
4' |
5' |
6' |
7' |
8' |
24 |
18 |
50 |
92.9 |
52.3 |
33.4 |
23.2 |
17.1 |
13.1 |
92.9 |
52.3 |
33.4 |
23.2 |
17.1 |
13.1 |
24 |
16 |
50 |
104.5 |
58.8 |
37.6 |
26.1 |
19.2 |
14.7 |
104.7 |
58.8 |
37.6 |
26.1 |
19.2 |
14.7 |
24 |
12 |
50 |
139.1 |
78.3 |
50.1 |
34.8 |
25.6 |
19.6 |
139.1 |
78.3 |
50.1 |
34.8 |
25.6 |
19.6 |
24 |
10 |
50 |
168.5 |
94.8 |
60.7 |
42.1 |
30.9 |
23.7 |
168.5 |
94.8 |
60.7 |
42.1 |
30.9 |
23.7 |
|
Outward Load (Stress) |
Outward Load (Deflection) |
GA |
Width |
KSI |
3' |
4' |
5' |
6' |
7' |
8' |
3' |
4' |
5' |
6' |
7' |
8' |
24 |
18 |
50 |
127.5 |
71.7 |
45.9 |
31.9 |
23.4 |
17.9 |
127.5 |
71.7 |
43.1 |
24.9 |
15.7 |
10.5 |
24 |
16 |
50 |
143.3 |
80.6 |
51.6 |
35.8 |
26.3 |
20.2 |
143.3 |
80.6 |
48.4 |
28 |
17.6 |
11.8 |
24 |
12 |
50 |
190.9 |
107.4 |
68.7 |
47.7 |
35.1 |
26.8 |
190.9 |
107.4 |
64.4 |
37.3 |
23.5 |
15.7 |
24 |
10 |
50 |
231.1 |
130 |
83.2 |
57.8 |
42.5 |
32.5 |
231.1 |
130 |
78 |
45.1 |
28.4 |
19 |
Notes:
- Theoretical section properties computed for flexural loads per AlSl Cold Formed Steel Design Manual 1986 Edition.
- Loads in tables based on continuous beam over three equal spans. For stress loads, 2-span load would be 0.80 of the 3-span load.
- Allowable loads have not been increased by 33 1/3% for wind uplift.
- Allowable loads for deflection based on deflection limitation of span/180.
- For roof panels, self weight of the panel has to be deducted from the allowable inward load to arrive at the actual "live load" carrying
capacity of the panel.
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