Roofing Profile MPR38

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
1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400
0.50mm 5.23 single 2.99 2.26 1.77 1.29 0.96 – – – – – –
double 2.26 1.80 1.47 1.23 1.04 0.89 0.77 – – – –
multi 2.77 2.21 1.81 1.51 1.28 1.09 0.95 0.83 – – –
0.70mm 6.80 single 4.42 3.34 2.55 1.84 1.37 1.05 0.82 – – – –
double 3.59 2.85 2.32 1.93 1.63 1.39 1.20 1.05 0.93 0.80 –
multi 4.41 3.51 2.86 2.38 2.01 1.72 1.49 1.20 0.97 0.80 –
0.90mm 9.21 single 6.94 5.25 3.83 2.67 2.05 1.57 1.23 0.98 0.79 – –
double 5.45 4.29 3.47 2.86 2.40 2.30 1.72 1.48 1.28 1.13 0.96
multi 6.74 5.32 4.30 3.56 2.9 2.54 2.15 1.73 1.40 1.15 0.96

 

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

Sheet Thickness Weight kg/m2 Span Condition Span mm
1400 1600 1800 2000 2200 2400 2600 2800 3000 3200 3400
0.50mm 5.23 single 2.92 2.21 1.73 1.27 0.94 – – – – – –
double 2.30 1.83 1.50 1.25 1.05 0.90 0.78 – – – –
multi 2.81 2.25 1.84 1.53 1.30 1.06 0.83 – – – –
0.70mm 6.80 single 4.48 3.37 2.33 1.68 1.25 0.96 0.75 – – – –
double 3.56 2.83 2.30 1.91 1.61 1.38 1.13 0.90 – – –
multi 4.37 3.48 2.84 2.36 1.90 1.45 1.13 0.90 – – –
0.90mm 9.21 single 6.21 4.68 3.24 2.34 1.74 1.33 1.04 0.83 – – –
double 5.87 4.64 3.76 3.11 2.62 2.09 1.63 1.30 1.05 0.86 –
multi 7.24 5.74 4.66 3.67 2.73 2.09 1.63 1.30 1.05 0.86 –

Roofing Profile MPR38 is a stronger and deeper than most profile of 38mm, however the cover width reduces to 914mm