Wall Profile MPWBigSix

Wall Profile NWSSWSteelSix

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

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 : Permissible 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