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Span width
(mm) | Concentrated
load (kg) | Safety
factor | Distributed
load (kg/m²) | Safety
factor | | 1.000 | 850 | 2 x F | 1.000 | 3 x q | | 1.200 | 500 | 3 x F | 1.000 | 4 x q | | 1.500 | 250 | 4 x F | 1.000 | 5 x q | | 1.800 | 150 | 5 x F | 1.000 | 7 x q | | 2.000 | 100 | 6 x F | 600 | 8 x q | | 2.200 | 80 | 7 x F | 350 | 9 x q | | 2.500 | 55 | 8 x F | 220 | 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. | | Height (mm) | Width (mm) | Weight (kg/m²) | | 40 | 500 | 19,8 | |
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