| |
Span width
(mm) | Concentrated
load (kg) | Safety
factor | Distributed
load (kg/m²) | Safety
factor |
|---|
| 300 | 2.837 | 2 x F | 15.135 | 3 x q | | 450 | 1.252 | 3 x F | 4.453 | 4 x q | | 600 | 702 | 4 x F | 1.872 | 5 x q | | 750 | 448 | 5 x F | 956 | 7 x q | | 900 | 311 | 6 x F | 552 | 8 x q | | 1.000 | 251 | 7 x F | 402 | 9 x q | | 1.200 | 174 | 8 x F | 232 | 10 x q | | 1.300 | 149 | 8 x F | 183 | 10 x q | | 1.400 | 128 | 8 x F | 146 | 10 x q | | 1.500 | 112 | 8 x F | 119 | 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) |
|---|
| 3.660 | 1.220 | 25 | | Other dimensions are available on request. |
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