GRP Panel Profile PA 50

Height 51 mm


Span width
(mm)
Concentrated
load (kg)
Safety
factor
Distributed
load (kg/m2)
Safety
factor
750 850 3 x F 7.200 3 x q
900 580 3 x F 4.160 4 x q
1.000 470 3 x F 3.000 5 x q
1.200 320 4 x F 1.760 5 x q
1.500 210 5 x F 880 7 x q
2.000 115 8 x F 380 10 x q
3.000 50 11 x F 108 13 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
51 250 21,2