GRP Panel Profile PA 200

Height 200 mm


Span width
(mm)
Concentrated
load (kg)
Safety
factor
Distributed
load (kg/m2)
Safety
factor
3.000 600 2 x F 900 3 x q
5.000 579 3 x F 600 4 x q
6.000 398 4 x F 340 5 x q
7.000 275 5 x F 210 7 x q
9.000 151 6 x F 60 8 x q
12.000 56 7 x F 45 9 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
200 300 22,7