| |  hs32Permissable wind uplifts (negative) loads in kN/m2 - deflection limit span /150
| Sheet Thickness | Weight kg/m2 | Span Condition | Span mm | | 1000 | 1200 | 1400 | 1600 | 1800 | 2000 | 2200 | 2400 | 2600 | 2800 | 3000 | | 0.50mm | 4.78 | single | 5.01 | 3.40 | 2.46 | 1.86 | 1.45 | 1.07 | 0.80 | - | - | - | - | | double | 2.76 | 2.03 | 1.56 | 1.24 | 1.01 | 0.84 | - | - | - | - | - | | multi | 3.38 | 2.50 | 1.93 | 1.53 | 1.25 | 1.03 | 0.87 | 0.75 | - | - | - | | 0.70mm | 6.22 | single | 7.31 | 4.96 | 3.59 | 2.71 | 1.98 | 1.42 | 1.06 | 0.81 | - | - | - | | double | 4.48 | 3.30 | 2.53 | 2.00 | 1.63 | 1.35 | 1.14 | 0.97 | 0.84 | - | - | | multi | 5.50 | 4.06 | 3.12 | 2.47 | 2.01 | 1.67 | 1.41 | 1.20 | 1.04 | 0.84 | - | | 0.90mm | 8.42 | single | 8.71 | 5.91 | 4.27 | 2.94 | 2.04 | 1.47 | 1.09 | 0.84 | - | - | - | | double | 8.03 | 5.90 | 4.53 | 3.59 | 2.91 | 2.41 | 1.82 | 1.39 | 1.09 | 0.87 | - | | multi | 8.64 | 6.29 | 4.78 | 3.76 | 3.04 | 2.50 | 2.09 | 1.75 | 1.45 | 1.16 | 0.94 |
Permissable downward (imposed) loads in kN/m2 - deflection limit span /200
| Sheet Thickness | Weight kg/m2 | Span Condition | Span mm | | 1000 | 1200 | 1400 | 1600 | 1800 | 2000 | 2200 | 2400 | 2600 | 2800 | 3000 | | 0.50mm | 4.78 | single | 3.90 | 2.65 | 1.92 | 1.45 | 1.11 | 0.80 | - | - | - | - | - | | double | 3.13 | 2.34 | 1.82 | 1.46 | 1.19 | 1.00 | 0.84 | - | - | - | - | | multi | 3.80 | 2.85 | 2.22 | 1.78 | 1.46 | 1.22 | 0.99 | 0.76 | - | - | - | | 0.70mm | 6.22 | single | 6.20 | 4.21 | 3.04 | 2.14 | 1.48 | 1.07 | 0.80 | - | - | - | - | | double | 4.89 | 3.63 | 2.81 | 2.24 | 1.82 | 1.52 | 1.28 | 1.01 | 0.79 | - | - | | multi | 5.97 | 4.45 | 3.44 | 2.75 | 2.24 | 1.78 | 1.33 | 1.01 | 0.79 | - | - | | 0.90mm | 8.42 | single | 8.71 | 5.91 | 4.27 | 2.94 | 2.04 | 1.47 | 1.09 | 0.84 | - | - | - | | double | 8.03 | 5.90 | 4.53 | 3.59 | 2.91 | 2.41 | 1.82 | 1.39 | 1.09 | 0.87 | - | | multi | 9.86 | 7.27 | 5.59 | 4.43 | 3.40 | 2.45 | 1.82 | 1.39 | 1.09 | 0.87 | - |
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|  13 1/2 x3Permissable wind uplifts (negative) loads in kN/m2 - deflection limit span /150
| 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 | 4.94 | 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 | - | - | - |
Permissable 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 | - | - | - |
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