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Span width
(mm) | Concentrated
load (kg) | Safety
factor | Distributed
load (kg/m²) | Safety
factor | | 1.500 | 2.600 | 2 x F | 4.700 | 2 x q | | 2.000 | 1.450 | 2 x F | 1.970 | 3 x q | | 3.000 | 660 | 3 x F | 580 | 5 x q | | 4.000 | 370 | 5 x F | 246 | 7 x q | | 5.000 | 235 | 7 x F | 125 | 8 x q | | 6.000 | 165 | 8 x F | 73 | 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) | | 130 | 600 | 12 | |
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