| |
Span width
(mm) | Concentrated
load (kg) | Safety
factor | Distributed
load (kg/m²) | Safety
factor |
|---|
| 300 | 2.894 | 2 x F | 6.122 | 3 x q | | 450 | 1.313 | 3 x F | 4.711 | 4 x q | | 600 | 725 | 4 x F | 1.957 | 5 x q | | 750 | 480 | 5 x F | 1.024 | 7 x q | | 900 | 331 | 6 x F | 586 | 8 x q | | 1.000 | 265 | 7 x F | 433 | 9 x q | | 1.200 | 187 | 8 x F | 249 | 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 | 11,4 |
|
|
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