Roofing Profile MP3Inch
Corrugated
Table 1 : Permissible wind uplifts (negative) loads in kN/m2 – deflection limit span /150
| Sheet Thickness | Weight kg/m2 | Span Condition | Span mm | ||||||||||
| 600 | 800 | 1000 | 1200 | 1200 | 1600 | 1800 | 2000 | 2200 | 2400 | 2600 | |||
| 0.50mm | 4.83 | single | 9.32 | 4.94 | 2.92 | 1.63 | 1.00 | – | – | – | – | – | – |
| double | 5.93 | 3.66 | 2.49 | 1.81 | 1.37 | 1.08 | 0.76 | – | – | – | – | ||
| multi | 7.33 | 4.54 | 3.09 | 2.24 | 1.67 | 1.10 | 0.76 | – | – | – | – | ||
| 0.70mm | 6.28 | single | 12.30 | 6.52 | 3.83 | 2.14 | 1.32 | 0.87 | – | – | – | – | – |
| double | 8.36 | 5.10 | 3.44 | 2.48 | 1.87 | 1.44 | 1.00 | – | – | – | – | ||
| multi | 10.41 | 6.36 | 4.29 | 3.10 | 2.19 | 1.44 | 1.00 | – | – | – | – | ||
| 0.90mm | 8.50 | single | 16.96 | 8.98 | 5.30 | 2.96 | 1.82 | 1.20 | 0.83 | – | – | – | – |
| double | 12.62 | 7.57 | 5.05 | 3.61 | 2.71 | 2.00 | 1.38 | 1.00 | – | – | – | ||
| multi | 15.85 | 9.51 | 6.33 | 4.52 | 3.04 | 2.00 | 1.38 | 1.00 | – | – | – | ||
Table 2 : Permissible downward (imposed) loads in kN/m2 – deflection limit span /200
|
Sheet Thickness |
Weight kg/m2 |
Span Condition |
Span mm |
||||||||||
| 600 | 800 | 1000 | 1200 | 1400 | 1600 | 1800 | 2000 | 2200 | 2400 | 2600 | |||
|
0.50mm |
4.83 |
single | 9.32 | 4.51 | 2.19 | 1.22 | 0.75 | – | – | – | – | – | – |
| double | 5.93 | 3.66 | 2.49 | 1.81 | 1.25 | 0.82 | – | – | – | – | – | ||
| multi | 7.33 | 4.54 | 3.09 | 2.04 | 1.25 | 0.82 | – | – | – | – | – | ||
|
0.70mm |
6.28 |
single | 12.30 | 5.91 | 2.87 | 1.60 | 0.99 | – | – | – | – | – | – |
| double | 8.36 | 5.10 | 3.44 | 2.48 | 1.64 | 1.08 | 0.75 | – | – | – | – | ||
| multi | 10.41 | 6.36 | 4.29 | 2.67 | 1.64 | 1.08 | 0.75 | – | – | – | – | ||
|
0.90mm |
8.50 |
single | 16.96 | 8.18 | 3.98 | 2.22 | 1.37 | 0.90 | – | – | – | – | – |
| double | 12.62 | 7.57 | 5.05 | 3.61 | 2.28 | 1.50 | 1.04 | 0.75 | – | – | – | ||
| multi | 15.85 | 9.51 | 6.33 | 4.52 | 3.04 | 2.00 | 1.38 | 1.00 | – | – | – | ||