Technical specifications
| Specification | Value |
|---|---|
| Load per arm | No arm load is published in the catalogue reviewed; calculate for the product, arm, spacing, column, side and height. |
| Arm depth | Medium duty: 600, 800, 1,000 or 1,200 mm arms in the catalogue; validate depth together with load. |
| Column height | Medium duty: 2,500, 3,000, 3,500 or 4,000 mm in the catalogue; confirm other ranges and final height. |
| Supported load length | Depends on column spacing and quantity; 1,000, 1,200 or 1,500 mm centres are documented for medium duty. |
| Configuration | Single or double sided; 76 mm arm-adjustment pitch documented for medium duty. |
| Special versions | Vertical cantilever H 2,500 mm; mobile cantilever trolley H 1,850 × W 1,000 × D 600 mm with a published 250 kg maximum total load. |
| Use | Indoor or galvanised outdoor; roof, cladding and weather protection to confirm for the project |
Storage catalogue, printed pages 26–31. Families, configurations and selected dimensions are published; no arm-load table, anchoring notice, certification or complete installation rule is provided.
How to size cantilever racking?
The right configuration depends on more than the length of the products:
- Products and loads: structural timber, steel profiles, tubes, panels and joinery need the arm depth, column spacing and load per arm checked
- Length and distribution: column quantity, spacing and end stops must be set so the load is supported without uncontrolled overhang
- Handling: manual loading, sideloaders and multidirectional trucks require suitable aisles, heights and impact protection on the plan
- Environment and layout: use single-sided bays around the perimeter or double-sided runs centrally; galvanised outdoor use and weather protection require project confirmation
Single- or double-sided cantilever: which should you choose?
| Criterion | Single sided | Double sided |
|---|---|---|
| Layout | Against a wall or cladding | Central spine, access both sides |
| Capacity | 1 side of load arms | Access from 2 sides; total capacity still needs to be calculated for the structure and loads |
| Stability | Rear bracing | Stability, anchoring and bracing depend on the configuration and study |
| Typical use | Workshops, yard perimeter | Timber yards and builders’ merchants after a flow study |
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