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Span width
(mm) | Concentrated
load (kg) | Safety
factor | Distributed
load (kg/m²) | Safety
factor | | 300 | 13.474 | 2 x F | 71.866 | 3 x q | | 450 | 5.948 | 3 x F | 21.148 | 4 x q | | 600 | 3.334 | 4 x F | 8.891 | 5 x q | | 750 | 2.129 | 5 x F | 4.543 | 7 x q | | 900 | 1.476 | 6 x F | 2.625 | 8 x q | | 1.000 | 1.195 | 7 x F | 1.912 | 9 x q | | 1.200 | 829 | 8 x F | 1.105 | 10 x q | | 1.300 | 706 | 8 x F | 869 | 10 x q | | 1.400 | 608 | 8 x F | 695 | 10 x q | | 1.500 | 530 | 8 x F | 565 | 10 x q | | 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) | Weight (kg/m²) |
|---|
| 4.000 | 1.220 | 41 | | 1.985 | 996 | 41 | | Other dimensions are available on request. |
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