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| Span width (mm) | Concentrated load (kg) | Safety factor | Distributed load (kg/m²) | Safety factor | | 300 | 642 | 2 | 5370 | 3 | | 450 | 453 | 3 | 1930 | 4 | | 600 | 318 | 4 | 710 | 5 | | 750 | 205 | 5 | 366 | 7 | | 900 | 180 | 6 | 195 | 8 | | 1000 | 126 | 7 | 140 | 9 | | 1200 | 113 | 8 | 105 | 10 | | The loads were calculated at a bending of L/125. The bending L/125 equates to 0,75% bending of the span width. Bending f=L/125; L= span width) The custom designed applicability is to be tested individually. | | L (mm) | B (mm) | Own weight (kg/m²) | Open area | | 4.007 | 1.007 | 11 | ca. 50% | | 3.660 | 1.220 | 11 | ca. 50% | | 3.007 | 1.007 | 11 | ca. 50% | | 1.985 | 996 | 11 | ca. 50% | |
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