Lining 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 | 1500 | 1800 | 2000 | ||||||||
| 0.4mm | 3.4 | Single Double Multi |
0.39 0.49 0.61 |
0.25 0.36 0.45 |
0.17 0.28 0.32 |
||||||||
| 0.5mm | 4.4 | Single Double Multi |
0.62 0.82 1.02 |
0.40 0.60 0.73 |
0.27 0.46 0.50 |
||||||||
| 0.7mm | 6.0 | Single Double Multi |
0.86 1.19 1.49 |
0.56 0.87 1.02 |
0.38 0.67 0.70 |
||||||||
Table 1: Permissible wind downward ( imposed ) loads in kN/m2 - deflection limit span / 150 Span ( mm ) | |||||
| Steel thickness | Weight kg/m2 | Span Conditions | 1500 | 1800 | 2000 |
| 0.4mm | 3.4 | Single Double Multi |
0.48 0.46 0.58 |
0.31 0.34 0.43 |
0.21 0.26 0.33 |
| 0.5mm | 4.4 | Single Double Multi |
0.77 0.81 1.01 |
0.50 0.59 0.74 |
0.34 0.45 0.57 |
| 0.7mm | 6.0 | Single Double Multi |
1.03 1.23 1.53 |
0.65 0.90 1.13 |
0.44 0.69 0.82 |