Height 72 mm
GRP Panel Profile, load table and standard dimensions
| Span width (mm) |
Concentrated load (kg) |
Safety factor |
Distributed load (kg/m2) |
Safety factor |
|---|---|---|---|---|
| 1.000 | 4.999 | 2 x F | 13.114 | 2 x q |
| 1.200 | 3.472 | 2 x F | 7.589 | 3 x q |
| 1.500 | 2.222 | 3 x F | 3.885 | 4 x q |
| 1.800 | 1.543 | 3 x F | 2.248 | 4 x q |
| 2.000 | 1.249 | 4 x F | 1.639 | 5 x q |
| 2.200 | 1.033 | 4 x F | 1.231 | 5 x q |
| 2.500 | 799 | 5 x F | 839 | 6 x q |
| 2.800 | 637 | 6 x F | 597 | 7 x q |
| 3.000 | 555 | 6 x F | 485 | 8 x q |
| 3.200 | 488 | 6 x F | 400 | 8 x q |
| 3.500 | 408 | 7 x F | 305 | 9 x q |
| 3.800 | 346 | 8 x F | 238 | 10 x q |
| 4.000 | 312 | 8 x F | 204 | 10 x q |
| 4.200 | 283 | 9 x F | 177 | 11 x q |
| 4.500 | 246 | 9 x F | 143 | 12 x q |
| 4.800 | 217 | 10 x F | 118 | 12 x q |
| 5.000 | 199 | 10 x F | 104 | 13 x q |
| 5.200 | 184 | 11 x F | 93 | 14 x q |
| 5.500 | 165 | 11 x F | 78 | 14 x q |
| 5.800 | 148 | 12 x F | 67 | 15 x q |
| 6.000 | 138 | 12 x F | 60 | 16 x q |
| The loads were determined at a bending of L/125. The bending L/125 corresponds to 0,75% bending of the span width (Bending f=L/125; L=span width). The application-specific suitability is to be tested individually. | ||||
| H (mm) | B (mm) | kg/m2 | ||
|---|---|---|---|---|
| 72 | 600 | 36,08 |