Height 40 mm

GRP Panel Profile, load table and standard dimensions


Span width
(mm)
Concentrated
load (kg)
Safety
factor
Distributed
load (kg/m2)
Safety
factor
1.000 850 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