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Cable tray clickable - KBSCL60.6

Clicking ends
Alternative perforations
Return flanges


ETIM: EC000047


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HD Reference
mm

mm

mm

mm
kg
m
Stock Unit
KBSCL60.075.10.6 60 75 1 6000 1.328 60 v M
KBSCL60.100.10.6 60 100 1 6000 1.511 60 v M
KBSCL60.150.10.6 60 150 1 6000 1.890 30 v M
KBSCL60.200.10.6 60 200 1 6000 2.112 30 v M
KBSCL60.300.10.6 60 300 1 6000 2.829 30 v M
KBSCL60.400.10.6 60 400 1 6000 3.399 30 v M

Standard finish

  • Standard finish Pre-galvanised

Optional finish

  • Optional finish Coating
Old KBSI references remain valid until mid-2019. See KBSI in chapter 7.

Other lengths upon request: min. 1.80 m / max. 6 m in 150 mm steps.
FEATURES
- Clickable.
- The simplest jointing system, with a single movement.
- Rapid - Just click and ready for the next joint. Immediate alignment at the same time.
- Strong - As strong as a bolted joint.
- Reliable - Maximum load with snap-fit joint. Multiple jointing options available.
- Cost-effective - Working faster results directly in time and cost savings.
- High standard - Wide range and complete range of accessories available.

Etched perforations for:
- better stability
- extra load-bearing capacity
- better cooling

Longitudinal and transverse perforations for:
- better fixing to the support
- convenient cable bundling

Equipotential bonding available by 1. snap-fit joint, 2. bolted joint, 3. push-through lip in the bottom and 4. lateral fitting lip for earth conductor.

TECHNICAL INFORMATION
Perforation pattern varies according to width.
Transverse perforation as from 200 mm width.
16 mm dia. and 20.4 mm dia. openings to be provided for fitting a gland.
SLIS60 snap-in partition to suit every 50 mm in the width direction as from width 75 mm.
Can be secured with VM6.10 or KBVCL as an option.

Technical info

Product datasheet

Questions?

For more info, please contact

export@vergokan.com
+32 55 31 83 35

Load diagram

KBSCL60.6 LOAD DIAGRAM
This diagram illustrates the permissible uniformly distributed loads applied to multiple supports. They comply with IEC 61537 with connection in the centre of the span and the end span = 0,8 x the span.

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