Profiled metal roof & wall cladding
Table 1: Permissible wind uplift ( negative ) loads in kN/m2 - deflection limit span / 150 Span ( mm ) | |||||||||||||
| Steel thickness | Weight kg/m2 | Span Conditions | 1000 | 1200 | 1400 | 1600 | 1800 | 2000 | 2200 | 2400 | 2600 | 2800 | 3000 |
| 0.55mm | 4.78 | Single Double Multi |
5.14 2.83 3.46 |
3.49 2.08 2.56 |
2.52 1.60 1.98 |
1.91 1.27 1.57 |
1.49 1.04 1.28 |
1.10 0.86 1.06 |
- - 0.89 |
- - 0.77 |
- - - |
- - - |
- - - |
| 0.70mm | 6.22 | Single Double Multi |
7.49 4.59 5.64 |
5.08 3.38 4.16 |
3.68 2.59 3.20 |
2.78 2.05 2.53 |
2.03 1.67 2.06 |
1.46 1.38 1.71 |
1.09 1.17 1.45 |
0.83 0.99 1.23 |
- 0.86 1.07 |
- - - |
- - - |
| 0.90mm | 8.42 | Single Double Multi |
11.35 7.15 8.86 |
7.70 5.20 6.45 |
5.57 3.95 4.90 |
4.02 3.11 3.85 |
2.79 2.50 3.12 |
2.01 2.06 2.56 |
1.50 1.71 2.14 |
1.14 1.44 1.79 |
0.89 1.22 1.49 |
- 1.05 1.19 |
- 0.90 0.96 |
Advantages of using R32 / 1000 cladding
Table 1: Permissible wind uplift ( negative ) loads in kN/m2 - deflection limit span / 150 Span ( mm ) | |||||||||||||
| Steel thickness | Weight kg/m2 | Span Conditions | 1000 | 1200 | 1400 | 1600 | 1800 | 2000 | 2200 | 2400 | 2600 | 2800 | 3000 |
| 0.55mm | 4.78 | Single Double Multi |
5.14 2.83 3.46 |
3.49 2.08 2.56 |
2.52 1.60 1.98 |
1.91 1.27 1.57 |
1.49 1.04 1.28 |
1.10 0.86 1.06 |
- - 0.89 |
- - 0.77 |
- - - |
- - - |
- - - |
| 0.70mm | 6.22 | Single Double Multi |
7.49 4.59 5.64 |
5.08 3.38 4.16 |
3.68 2.59 3.20 |
2.78 2.05 2.53 |
2.03 1.67 2.06 |
1.46 1.38 1.71 |
1.09 1.17 1.45 |
0.83 0.99 1.23 |
- 0.86 1.07 |
- - - |
- - - |
| 0.90mm | 8.42 | Single Double Multi |
11.35 7.15 8.86 |
7.70 5.20 6.45 |
5.57 3.95 4.90 |
4.02 3.11 3.85 |
2.79 2.50 3.12 |
2.01 2.06 2.56 |
1.50 1.71 2.14 |
1.14 1.44 1.79 |
0.89 1.22 1.49 |
- 1.05 1.19 |
- 0.90 0.96 |