Carbon Steel Hex Head Fibre Cement to Light Section
For fixing fibre cement sheets to cold rolled purlins (1.5mm – 6.0mm steel).
| Part Number | Length (MM) | Diameter (MM) | Drill Point | Min Corrugation Thickness (MM) | Max Corrugation Thickness (MM) |
|---|---|---|---|---|---|
| 105.3FC | 105 | 6.3 | No. 3 | 40 | 70 |
| 125.FC | 125 | 6.3 | No. 3 | 45 | 85 |
| 145.3FC | 145 | 6.3 | No. 3 | 60 | 105 |
| 175.3FC | 175 | 6.3 | No. 3 | 90 | 140 |
| 200.3FC | 200 | 6.3 | No. 3 | 110 | 160 |
| 230.3FC | 230 | 6.3 | No. 3 | 140 | 190 |
Fibre cement screws fasten fibre cement sheets to cold rolled purlins (1.2mm – 3.5mm steel).
- Carbon steel is the most popular material for fixings as it is strong, weather resistant and affordable.
- Hex heads are standard across the industry, and require a 5/16″ socket, which we also supply.
- The coarse thread provides excellent engagement with the purlin, maximising pull-out values.
- The no. 3 drill point is designed to maximise accuracy whilst ensuring a clean cut through up to 6.0mm steel, without burn-out.
- Baz washers come as standard, ensuring a secure seal on corrugated panels.
For maximum fastener performance, we recommend using a tek screw driver which does not exceed 2500RPM.
| 105.3FC | 125.3FC | 145.3FC | 175.3FC | 200.3FC | 230.3FC | |
|---|---|---|---|---|---|---|
| A (mm) | 8.64 | 8.64 | 8.64 | 8.64 | 8.64 | 8.64 |
| B (mm) | 105.00 | 125.00 | 145.00 | 175.00 | 200.00 | 230.00 |
| C (mm) | 51.00 | 74.00 | 74.00 | 74.00 | 74.00 | 74.00 |
| D (mm) | 6.35 | 6.35 | 6.35 | 6.35 | 6.35 | 6.35 |
| E (mm) | 8.50 | 9.50 | 9.50 | 9.50 | 9.50 | 9.50 |
| F (mm) | 5.52 | 5.52 | 5.52 | 5.52 | 5.52 | 5.52 |
| G (mm) | 12.25 | 12.70 | 12.70 | 12.70 | 12.70 | 12.70 |
| 105.3FC ⭳ | 125.3FC ⭳ | 145.3FC ⭳ | 175.3FC ⭳ | 200.3FC ⭳ | 230.3FC ⭳ | |
|---|---|---|---|---|---|---|
| Pull Out (kN) - 2.00mm S275 Steel | 5.32 | 5.32 | 5.32 | 5.32 | 5.32 | 5.32 |
| Pull Out (kN) - 4.00mm S275 Steel | 9.42 | 9.42 | 9.42 | 9.42 | 9.42 | 9.42 |
| Pull Out (kN) - 6.00mm S275 Steel | 14.38 | 14.38 | 14.38 | 14.38 | 14.38 | 14.38 |
| Shear (kN) | 9.60 | 9.60 | 9.60 | 9.60 | 9.60 | 9.60 |
| Tensile (kN) | 16.00 | 16.00 | 16.00 | 16.00 | 16.00 | 16.00 |
