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Span width
(mm) | Concentrated
load (kg) | Safety
factor | Distributed
load (kg/m²) | Safety
factor | | 700 | 1.500 | 3 x F | 12.410 | 4 x q | | 1.100 | 615 | 4 x F | 3.015 | 5 x q | | 1.500 | 330 | 5 x F | 1.210 | 6 x q | | 1.700 | 258 | 6 x F | 816 | 7 x q | | 2.000 | 205 | 6 x F | 580 | 7 x q | | 2.300 | 142 | 7 x F | 330 | 9 x q | | 2.500 | 120 | 8 x F | 255 | 10 x q | | The loads were calculated at a bending of L/200. The bending L/200 equates to 0,5% bending of the span width. Bending f=L/200; L= span width) The custom designed applicability is to be tested individually. | | Own weight [kg/m²] | Open area | | 20 | ca. 44% | |
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