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Span width
(mm) | Concentrated
load (kg) | Safety
factor | Distributed
load (kg/m²) | Safety
factor | | 300 | 1.600 | 2 x F | 21.000 | 3 x q | | 450 | 1.045 | 3 x F | 13.052 | 4 x q | | 600 | 512 | 4 x F | 4.269 | 5 x q | | 750 | 335 | 5 x F | 2.289 | 7 x q | | 900 | 240 | 6 x F | 1.322 | 8 x q | | 1.000 | 193 | 7 x F | 972 | 9 x q | | 1.200 | 136 | 8 x F | 564 | 10 x q | | 1.400 | 99 | 8 x F | 361 | 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 | | 14,5 | ca. 53% | |
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