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<strong>SUN<strong>LITE</strong></strong> X <strong>LITE</strong> <strong>–</strong> <strong>Load</strong> <strong>Charts</strong><br />
The notes following the last table apply to all three tables.<br />
Table 1. <strong>SUN<strong>LITE</strong></strong> X-<strong>LITE</strong> - Wind/Snow <strong>Load</strong> Chart, un<strong>de</strong>r different Ratios for Four si<strong>de</strong>s<br />
Clamped Flat Glazing.<br />
Thickness Wind/Snow uniform loads<br />
Maximum Sheet Width according to Ratio a:b<br />
Ratio 1:1 Ratio 1.5:1 Ratio > 1.5:1<br />
mm kg/m 2 mm mm mm<br />
60 1315 1170 1080<br />
100 1240 990 900<br />
16 140 1140 855 800<br />
180 1080 765 725<br />
220 1000 720 645<br />
60 1910 1710 1440<br />
100 1800 1440 1215<br />
25 140 1660 1260 1080<br />
180 1575 1125 990<br />
220 1485 1050 855<br />
60 1755 1575 1575<br />
100 1575 1350 1305<br />
32 140 1440 1170 1170<br />
180 1350 1080 1055<br />
220 1305 990 945<br />
Table 2. <strong>SUN<strong>LITE</strong></strong> X-<strong>LITE</strong> <strong>–</strong> Wind/Snow <strong>Load</strong> Chart, using Two si<strong>de</strong>s Clamped Flat Glazing.<br />
Thickness Wind/Snow uniform loads<br />
Maximum Sheet width<br />
mm kg/m 2 mm<br />
60 900<br />
100 850<br />
16 140 800<br />
180 750<br />
220 610<br />
60 1250<br />
100 1150<br />
25 140 1050<br />
180 1000<br />
220 750<br />
60 1400<br />
100 1250<br />
32 140 1150<br />
180 1050<br />
220 850
<strong>SUN<strong>LITE</strong></strong> X <strong>LITE</strong> <strong>–</strong> <strong>Load</strong> <strong>Charts</strong><br />
Table 3. <strong>SUN<strong>LITE</strong></strong> X-<strong>LITE</strong> <strong>–</strong> Wind/Snow <strong>Load</strong> Chart, using Two si<strong>de</strong>s Clamped Curved Glazing.<br />
Thickness<br />
Sheet curvature<br />
Radius<br />
Maximum Distance (Width) between<br />
Supporting arches<br />
mm<br />
mm<br />
Uniform Wind/Snow loads<br />
kg/m 2 kg/m 2<br />
mm mm 50 100<br />
16 4000 1300 900<br />
6000 1700 1300<br />
25 4500 2350 2020<br />
6000 2100 1570<br />
32 5600 2200 1950<br />
8000 2100 1800<br />
Notes:<br />
1. The values in the tables incorporates a 10% safety factor.<br />
2. Recommen<strong>de</strong>d maximum spans are calculated based on the smallest of the following<br />
<strong>de</strong>flection values:<br />
a. 1/20 of the Width (5%).<br />
b. 1/50 of the Length (2%).<br />
c. 50 mm.