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Span width
(mm) | Concentrated
load (kg) | Safety
factor | Distributed
load (kg/m²) | Safety
factor | | 750 | 850 | 3 x F | 7.200 | 3 x q | | 900 | 580 | 3 x F | 4.160 | 4 x q | | 1.000 | 470 | 3 x F | 3.000 | 5 x q | | 1.200 | 320 | 4 x F | 1.760 | 5 x q | | 1.500 | 210 | 5 x F | 880 | 7 x q | | 2.000 | 115 | 8 x F | 380 | 10 x q | | 3.000 | 50 | 11 x F | 108 | 13 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) | | 47,5 | 250 | 21,2 | |
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