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Metal Solutions
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Metal Solutions
- Architectural/Structural Flat Pan Standing Seam Panel
- 16" Panel Coverage
- 2" Rib Height
- Gauges: 24 GA Standard and 22 GA Optional
- Minimum Roof Slope: 1/2 : 12
- Factory Applied Side Lap Sealant
- Integral Mechanically Seamed Side Lap, Seam Closed to 70 Degrees
- Concealed Clip Designed to Accommodate 1/2" to 6" 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 90, and 238B
- UL 263 Fire Resistance Rating
- CEGS-07416 US Army Corps of Engineers Rated
- ASTM E-283 Air Infiltration Approved
- ASTM E-331 Water Penetration 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 |
16 |
50 |
258.3 |
145.3 |
93 |
64.6 |
47.4 |
36.3 |
258.3 |
145.3 |
93 |
64.6 |
47.4 |
36.3 |
|
Outward Load (Stress) |
Outward Load (Deflection) |
GA |
Width |
KSI |
3' |
4' |
5' |
6' |
7' |
8' |
3' |
4' |
5' |
6' |
7' |
8' |
24 |
16 |
50 |
220.7 |
124.1 |
79.4 |
55.2 |
40.5 |
31 |
220.7 |
124.1 |
79.4 |
55.2 |
40.5 |
31 |
Notes:
- Theoretical section properties computed for flexural loads per AISI 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 root 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.
|
- Structural Trapezoidal Standing Seam Panel
- 24" Panel Coverage
- 2 11/16" Rib Height
- Gauges: 24 GA Standard and 22 GA Optional
- Minimum Roof Slope: 1/4 : 12
- Factory Applied Side Lap Sealant
- Pittsburgh Double Flat Locking Mechanically Seamed Side Lap
- Concealed Clip Designed to Accommodate 1/2" to 6" 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 197
- UL 263 Fire Resistance Rating
- CEGS-07416 US Army Corps of Engineers Rated
- ASTM E-283 Air Infiltration Approved
- ASTM E-331 Water Penetration 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' |
26 |
24 |
50 |
141.4 |
79.5 |
50.9 |
35.3 |
26 |
19.9 |
141.4 |
79.5 |
50.9 |
35.3 |
26 |
19.9 |
24 |
24 |
50 |
185.8 |
104.5 |
66.9 |
46.5 |
34.1 |
26.1 |
185.8 |
104.5 |
66.9 |
46.5 |
34.1 |
26.1 |
|
Outward Load (Stress) |
Outward Load (Deflection) |
GA |
Width |
KSI |
3' |
4' |
5' |
6' |
7' |
8' |
3' |
4' |
5' |
6' |
7' |
8' |
26 |
24 |
50 |
158.0 |
88.9 |
56.9 |
39.5 |
29 |
22.2 |
158.0 |
88.9 |
56.9 |
39.5 |
29 |
22.2 |
24 |
24 |
50 |
206.8 |
116.3 |
74.4 |
51.7 |
38 |
29.1 |
206.8 |
116.3 |
74.4 |
51.7 |
38 |
29.1 |
Notes:
- Theoretical section properties computed for flexural loads per AISI 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.
|
