F 1(N)
F (N)
2
2
f
1
2
0 100 200 300 400 500 600
(mm)
f
2,5
2,0
1,5
1,0
0,5
0
ø 32
ø 40
ø 50 – 63
0 100 200 300 400 500 600
(mm)
f
2,5
2,0
1,5
1,0
0,5
0
ø 32
ø 40
ø 50 – 63
1000
800
600
400
200
50 100 200 300
400
500
0
ø
63
ø
50
ø
32
ø
40
(N)
(mm)
08/22
en 1.6.300.36
Our policy is one of continued research and development. We therefore reserve the right to amend,
without notice, the specifications given in this document. (2019-9261a) © 2020 IMI International S.R.O.
Maximum load for QA/8000/81 and /85
Max. load capacity (diagram 1) is dependent on
the outroke of a horizontally inalled guide unit.
The total deflection of guide rods will be determined by
the addition of the amount of deflection caused by own
weight (according to diagram 2) plus the amount of
deflection due to load capacity (according to diagram 3).
Maximum load capacity depending on outroke
(diagram 1)
Deflection caused by own
weight
(diagram 2)
Deflection caused by a load
of 10 N
(diagram 3)
In the case of shock load applications, the figures given in hte diagrams above mu be reduced by a factor of 2
1
Centre of gravity load capacity
2
Outroke
Outroke
Outroke Outroke
Load
capacity
Deflection
(mm)
Deflection
(mm)
F1 = F x 0.9
Static force: F2 = F x 2
Dimensions in mm
Projection/Fir angle
