Roofing Profile NWSSRSteelSix

Roofing Profile NWSSRSteelSix

 

Table 1 : Permissable wind uplifts (negative) loads in kN/m2 – deflection limit span /150

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Sheet Thickness Weight kg/m2 Span Condition Span mm
800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800
0.50mm 5.60 single 8.90 5.69 3.95 2.90 2.08 1.46 1.06 0.80
double 5.23 3.74 2.82 2.21 1.78 1.46 1.22 1.04 0.90 0.78
multi 6.20 4.46 3.38 2.65 2.14 1.77 1.49 1.27 1.03 0.81
0.70mm 6.62 single 11.78 7.54 5.23 3.84 2.76 1.94 1.41 1.06 0.82
double 7.78 5.49 4.10 3.18 2.54 2.08 1.73 1.47 1.26 1.07 0.86
multi 9.29 6.60 4.94 3.85 3.08 2.53 2.11 1.77 1.36 1.07 0.86
0.90mm 8.66 single 16.37 10.47 7.27 5.34 3.82 2.69 1.96 1.47 1.13 0.89
double 12.11 8.43 6.23 4.79 3.80 3.09 2.56 2.16 1.82 1.48 1.19
multi 14.55 10.18 7.55 5.82 4.63 3.78 3.14 2.45 1.89 1.48 1.19

 

Table 2 : Permissable downward (imposed) loads in kN/m2 – deflection limit span /200

Sheet Thickness Weight kg/m2 Span Condition Span mm
800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800
0.50mm 5.62 single 8.90 5.69 3.70 2.33 1.56 1.09 0.80
double 5.23 3.74 2.82 2.21 1.78 1.46 1.22 1.00 0.77
multi 6.20 4.46 3.38 2.65 2.14 1.77 1.33 1.00 0.77
0.70mm 6.62 single 11.78 7.54 4.91 3.09 2.07 1.45 1.06 0.80
double 7.78 5.49 4.10 3.18 2.54 2.08 1.73 1.33 1.02 0.80
multi 9.29 6.60 4.94 3.85 3.08 2.42 1.76 1.33 1.02 0.80
0.90mm 8.66 single 16.37 10.47 6.80 4.28 2.87 2.01 1.47 1.10 0.85
double 12.11 8.43 6.23 4.79 3.80 3.09 2.45 1.84 1.42 1.11 0.89
multi 14.55 10.18 7.55 5.82 4.63 3.36 2.45 1.84 1.42 1.11 0.89

Roofing Profile NWSSRSteelSix Matches the same profile as Big Six fibre cement sheets and can therefore be used to re-cover or replace cracked or damaged existing sheets in refurbishment projects.

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