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Cable ladder interlocking ends - KLLI60.6

Side walls: perforated S-profile
Perforated C rungs 15x30
Usable inner height: 44 mm
Rung distance: 250 mm


ETIM: EC000854


HD Reference
mm

mm

mm

mm
kg
m
Stock Unit
- KLLI60.150.6 60 150 1 6000 2.142 30 M
- KLLI60.200.6 60 200 1 6000 2.261 30 M
- KLLI60.300.6 60 300 1 6000 2.499 30 M
- KLLI60.400.6 60 400 1 6000 2.736 30 M
- KLLI60.500.6 60 500 1 6000 2.974 30 M
- KLLI60.600.6 60 600 1 6000 3.212 30 M
- KLLI60.800.6 60 800 1 6000 3.687 30 M
- ZMKLLI60.150.6 60 150 1 6000 2.142 30 v M
- ZMKLLI60.200.6 60 200 1 6000 2.261 30 v M
- ZMKLLI60.300.6 60 300 1 6000 2.499 30 v M
- ZMKLLI60.400.6 60 400 1 6000 2.736 30 v M
- ZMKLLI60.500.6 60 500 1 6000 2.974 30 v M
- ZMKLLI60.600.6 60 600 1 6000 3.212 30 v M
- ZMKLLI60.800.6 60 800 1 6000 3.687 30 M

Standard finish

  • Standard finish Pre-galvanised

Optional finish

  • Optional finish zinc magnesium
  • Optional finish Coating
CHARACTERISTICS
- lightweight
- strong
- interlocking
- partition (SLOS35) 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
- use joiners (KLLKP60) and bolts (VM6.10) to join the cut lengths of cable ladder
- no joiners are required to attach accessories such as bends, tees etc.
- 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

KLLI60 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