Roofing Profile MPR24

Moores Profiles Other Profiles

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 1400 1600 1800 2000 2200 2400 2600
0.50mm 4.78 single 11.22 5.94 3.67 2.49 1.56 1.03 – – – – –
double 7.12 4.40 3.00 2.17 1.65 1.29 1.04 0.75 – – –
multi 8.99 5.60 3.83 2.79 2.12 1.67 1.35 1.00 0.75 – –
0.70mm 6.22 single 16.68 8.84 5.46 3.68 2.26 1.49 1.03 – – – –
double 11.37 6.97 4.72 3.40 2.57 2.01 1.62 1.31 1.02 0.78 –
multi 14.12 8.67 5.87 4.24 3.21 2.51 1.90 1.37 1.02 0.78 –
0.90mm 8.42 single 26.76 14.18 8.76 5.59 3.43 2.26 1.56 1.13 0.84 – –
double 18.21 10.90 7.25 5.18 3.88 2.94 2.30 1.85 1.48 1.13 0.89
multi 22.92 13.70 9.11 6.50 4.85 3.67 2.76 1.99 1.48 1.13 0.89

 

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 4.78 single 11.79 6.25 3.86 2.54 1.56 1.03 – – – – –
double 7.12 4.40 3.00 2.17 1.65 1.29 1.04 0.75 – – –
multi 8.81 5.46 3.72 2.70 2.05 1.50 1.04 0.75 – – –
0.70mm 6.22 single 17.09 9.05 5.59 3.36 2.07 1.36 0.94 – – – –
double 11.23 6.87 4.64 3.35 2.53 1.96 1.43 1.03 0.77 – –
multi 13.97 8.56 5.78 4.17 3.14 2.05 1.43 1.03 0.77 – –
0.90mm 8.42 single 24.17 12.80 7.91 4.69 2.58 1.90 1.31 0.95 – – –
double 19.24 11.63 7.79 5.58 4.20 2.99 2.07 1.49 1.11 0.85 –
multi 24.10 14.56 9.75 6.99 4.55 2.99 2.07 1.49 1.11 0.85 –

Roofing Profile MPR24 is only available in a .7 thickness. Not our most popular profile, however it is used mostly for walls and soffits.