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Cable ladder - KLL110

Side walls: perforated S-profile
Perforated C rungs 15x30
Usable inner height: 94 mm
Rung distance: 250 mm


ETIM: EC000854


Reference
mm
mm
mm
mm 		kg
m 		Stock Unit
KLL110.150 110 150 1.25 3000 3.548 18 M
KLL110.200 110 200 1.25 3000 3.699 18 M
KLL110.300 110 300 1.25 3000 3.937 18 M
KLL110.400 110 400 1.25 3000 4.174 18 M
KLL110.450 110 450 1.25 3000 4.304 18 M
KLL110.500 110 500 1.25 3000 4.412 18 M
KLL110.600 110 600 1.25 3000 4.650 18 M
KLL110.750 110 750 1.25 3000 5.024 18 M
KLL110.800 110 800 1,25 3000 5.125 18 M
KLL110.900 110 900 1.25 3000 5.384 18 M
ZMKLL110.150 110 150 1.25 3000 3.548 18 M
ZMKLL110.200 110 200 1.25 3000 3.699 18 M
ZMKLL110.300 110 300 1.25 3000 3.937 18 M
ZMKLL110.400 110 400 1.25 3000 4.174 18 M
ZMKLL110.450 110 450 1.25 3000 4.304 18 M
ZMKLL110.500 110 500 1.25 3000 4.412 18 M
ZMKLL110.600 110 600 1.25 3000 4.650 18 M
ZMKLL110.750 110 750 1.25 3000 5.024 18 M
ZMKLL110.800 110 800 1.25 3000 5.125 18 M
ZMKLL110.900 110 900 1.25 3000 5.384 18 M

Standard finish

  • Standard finish Pre-galvanised

Optional finish

  • Optional finish zinc magnesium
  • Optional finish Coating
CHARACTERISTICS
- lightweight
- strong
- partition (SLOS85) 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

KLL110 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