STE/Specific/TBT-STE-011
Cold-Formed Steel Installation
Steel Erection › Specific › Cold-Formed Steel Installation
Cold-Formed Steel Installation
Toolbox Talk Record
Ref: TBT-STE-011 | Issue: 1 | Date: March 2026
| Presenter | Project | ||
| Location | Date |
What?
- Cold-formed steel (CFS) sections are made by bending thin steel sheet into structural profiles.
- CFS is widely used for wall studs, floor joists, roof trusses, and mezzanine frames.
- Sections have sharp edges that can cause serious lacerations if handled without cut-resistant gloves.
- CFS components are lightweight individually but can be awkward and flexible during handling.
- Temporary bracing is essential during erection — individual CFS members lack lateral stability.
- Screw-fixed connections require power tools operating at height on ladders or platforms.
- Wind can catch large CFS panels during lifting, making them difficult to control.
- Bundled CFS sections can shift during storage and transport, creating crush hazards.
- Fire performance of CFS buildings during construction is a recognised risk requiring controls.
- Installers must be trained in CFS-specific techniques including connection detailing.
Why?
| Laceration risk | Sharp edges on thin steel sections can cause deep cuts through ordinary work gloves — cut-resistant gloves are essential. |
| Structural stability | CFS frames can be unstable until fully braced and connected — collapse during erection is a real danger. |
| Working at height | Much CFS installation involves working at height on lightweight structures that require adequate platforms and fall protection. |
| Do | Don't |
|
See also: Steel Erection Safety | Temporary Bracing and Stability |
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