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Cable ladder height 150 - KLZ

Cable ladder for large support distances up to 8 metres
Perforated C datarungs 41x21
Usable inner height: 127 mm
Rung distance: 300 mm
To order: Length 3000 mm
To order: Width 700 - 1200 mm (increments of 100 mm)


ETIM: EC000854


HD Reference
mm

mm

mm

mm
kg
m
Stock Unit
- KLZ200 150 218 2 6000 7.520 48 M
- KLZ300 150 318 2 6000 7.840 48 M
- KLZ400 150 418 2 6000 8.160 48 M
- KLZ500 150 518 2 6000 8.480 48 M
- KLZ600 150 618 2 6000 8.810 48 M
- KLZ800 150 818 2 6000 9.950 48 M
- KLZ1000 150 1018 2 6000 10.140 48 M
- ZMKLZ200 150 218 1.75 6000 7.520 48 M
- ZMKLZ400 150 418 1.75 6000 8.160 48 M
- ZMKLZ300 150 318 1.75 6000 7.840 48 M
- ZMKLZ500 150 518 1.75 6000 8.480 48 M
- ZMKLZ600 150 618 1.75 6000 8.810 48 M
- ZMKLZ800 150 818 2 6000 9.950 48 M
- ZMKLZ1000 150 1018 2 6000 10.140 48 M

Standard finish

  • Standard finish Pre-galvanised

Optional finish

  • Optional finish zinc magnesium
  • Optional finish Coating
  • Optional finish Length 3000 mm
CHARACTERISTICS
- strong
- usable inner height 127 mm, ideal for large diameter cables
- no further coupling holes are required if the cable ladder is cut
- no joiners are required to attach accessories such as bends, tees etc.
- rungs are perforated to enable efficient attachment of cables
- partition (SLOS110) can be fixed to the cable ladder with a sliding nut (PNP06) and pan head bolt (RB6.20).
TECHNICAL INFORMATION
Side walls are constructed from S profile with a return flange and are continuously perforated
- C-profile rungs are fixed at 300 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

KLZ 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/200