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Company Wind Force
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Wind Force

Speed of wind creates considerable forces on both top and bottom sides of the Roof Cladding and hence one must consider wind speed and its resultant forces while designing and installing a roof. Whilst the forces acting inward through the topside of the roofing sheet tend to push the Roof Cladding downwards, the outward forces acting through the bottom side of the roofing sheet tend to lift the Roof Cladding from its frame. Outward forces could be generated by either negative wind pressures outside the building or positive wind pressure inside the building.
Outward forces acting on roofing sheets through bottom side are most common and these forces must be balanced by providing right spacing between the Purlins and by selection of right diameter, length and number of fasteners. In cyclonic areas, extra care must be taken in designing and installation of roofs by consulting architects or professional shed fabricators.

Wind Force
 
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Bullet  Recomended Spaceing Between Purlins for Different Wind Zones*
Thickness of Sheets (mm) Roof Slope Spaceing Between Purlins (mm)
Wind Zone I Wind Zone II Wind Zone III Wind Zone IV Wind Zone V Wind Zone VI
0.30 1 in 3 1090 1090 1090 1090 1090 1090
1 in 4 1070 1070 1070 1070 1070 1070
0.35 1 in 3 1230 1230 1230 1230 1230 1160
1 in 4 1220 1220 1220 1220 1220 1120
0.40 1 in 3 1320 1320 1320 1320 1290 1210
1 in 4 1310 1310 1310 1310 1250 1170
0.45 1 in 3 1400 1400 1400 1400 1350 1260
1 in 4 1380 1380 1380 1380 1300 1220
0.50 1 in 3 1480 1480 1480 1460 1200 1300
1 in 4 1460 1460 1460 1410 1350 1270
0.55 1 in 3 1550 1550 1550 1500 1440 1350
1 in 4 1530 1530 1530 1450 1400 1330
0.60 1 in 3 1620 1620 1620 1550 1480 1390
1 in 4 1600 1600 1600 1500 1440 1350
0.63 1 in 3 1650 1650 1650 1580 1510 1420
1 in 4 1640 1640 1600 1520 1460 1370
0.80 1 in 3 1860 1860 1800 1720 1650 1540
1 in 4 1850 1850 1740 1660 1590 1490
1.00 1 in 3 2090 2090 1950 1860 1780 1660
1 in 4 2000 2000 1880 1880 1720 1610
1.25 1 in 3 2230 2230 2120 2000 1930 1800
1 in 4 2130 2130 2050 1950 1860 1740
* Calculations are based on basic principles of Structural Engineering in respect to Strength and Deflection.
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