Go to Vergokan homepage

Cable ladder - KLL85

Side walls: perforated S-profile
Perforated C rungs 15x30
Usable inner height: 69 mm
Rung distance: 250 mm
To order: Length 6000 mm


ETIM: EC000854


HD Reference
mm

mm

mm

mm
kg
m
Stock Unit
- KLL85.150 85 150 1 3000 2.536 24 M
- KLL85.200 85 200 1 3000 2.687 24 M
- KLL85.300 85 300 1 3000 2.925 24 M
- KLL85.400 85 400 1 3000 3.162 24 M
- KLL85.450 85 450 1 3000 3.292 24 M
- KLL85.500 85 500 1 3000 3.400 24 M
- KLL85.600 85 600 1 3000 3.638 24 M
- KLL85.750 85 750 1 3000 4.012 24 M
- KLL85.800 85 800 1 3000 4.113 24 M
- KLL85.900 85 900 1 3000 4.372 24 M
- ZMKLL85.150 85 150 1 3000 2.536 24 M
- ZMKLL85.200 85 200 1 3000 2.687 24 M
- ZMKLL85.300 85 300 1 3000 2.925 24 M
- ZMKLL85.400 85 400 1 3000 3.162 24 M
- ZMKLL85.450 85 450 1 3000 3.292 24 M
- ZMKLL85.500 85 500 1 3000 3.400 24 M
- ZMKLL85.600 85 600 1 3000 3.638 24 M
- ZMKLL85.750 85 750 1 3000 4.012 24 M
- ZMKLL85.800 85 800 1 3000 4.113 24 M
- ZMKLL85.900 85 900 1 3000 4.372 24 M

Standard finish

  • Standard finish Pre-galvanised

Optional finish

  • Optional finish zinc magnesium
  • Optional finish Coating
  • Optional finish Length 6000 mm
CHARACTERISTICS
- lightweight
- strong
- partition (SLOS60) can be fixed to the cable ladder with a sliding nut (GM6) and pan head bolt (RB6.10)
- no further coupling holes are required if the cable ladder is cut.
- rungs are perforated to enable efficient attachment of cables.
TECHNICAL INFORMATION
Side walls are constructed from S profile with a return flange and are continuously perforated.
C-profile rungs are fixed at 250 mm intervals.
Rungs are mechanically attached to the side wall of the cable ladder.
Rungs are alternately placed with openings upwards and downwards.

Technical info

Product datasheet

Questions?

For more info, please contact

vergokanexport@atkore.com
+32 55 31 83 35

Load diagram

KLL85 LOAD DIAGRAM
This diagram illustrates the permissible uniformly distributed horizontal loads applied to multiple supports. They comply with IEC 61537 with connection in the centre of the span and the end span = 0,8x the span.

F = max. admissible load (daN/m)
L = support distance (m)
Max. deflection (m) = L/100