GRP Panel Profile PA 500 XL 9

Height 40 mm


Span width
(mm)
Concentrated
load (kg)
Safety
factor
Distributed
load (kg/m2)
Safety
factor
1.000 850 2 x F 1.000 3 x q
1.200 500 3 x F 1.000 4 x q
1.500 250 4 x F 1.000 5 x q
1.800 150 5 x F 1.000 7 x q
2.000 100 6 x F 600 8 x q
2.200 80 7 x F 350 9 x q
2.500 55 8 x F 220 10 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
40 500 19,8