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Cable ladder height 125 - KLM125.3

Cable ladder for large support distances up to 8 metres
Perforated C datarungs 41x21
Usable inner height: 102 mm
Rung distance: 300 mm
To order: Length 6000 mm
To order: Width 700 - 1200 mm (increments of 100 mm)


ETIM: EC000854


Reference Finish
mm

mm

mm

mm
kg
m
Stock Unit
KLM125.150.3 ZP 125 168 1.5 3000 5.723 48 M
KLM125.200.3 ZP 125 218 1.5 3000 5.851 48 M
KLM125.300.3 ZP 125 318 1.5 3000 6.111 48 M
KLM125.400.3 ZP 125 418 1.5 3000 6.363 48 M
KLM125.450.3 ZP 125 468 1.5 3000 6.491 48 M
KLM125.500.3 ZP 125 518 1.5 3000 6.619 48 M
KLM125.600.3 ZP 125 618 1.5 3000 6.875 48 M
KLM125.750.3 ZP 125 768 1.5 3000 7.259 48 M
KLM125.800.3 ZP 125 818 1.5 3000 7.387 48 M
KLM125.900.3 ZP 125 918 1.5 3000 7.644 48 M
KLM125.1000.3 ZP 125 1018 1.5 3000 7.900 48 M

Standard finish

  • Standard finish Pre-galvanised

Optional finish

  • Optional finish
  • Optional finish Coating
  • Optional finish Length 6000 mm
CHARACTERISTICS
- strong
- useable inner height 77 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 and easy use of cable clamps.
- partition (SLOS60) 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
- Perforated C datarungs 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

KLM 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