Carbon Steel Hex Head Fibre Cement to Heavy Section
For fixing fibre cement sheets to hot rolled purlins (4.0mm – 12.5mm steel).
| Part Number | Length (MM) | Diameter (MM) | Drill Point | Min Corrugation Thickness (MM) | Max Corrugation Thickness (MM) |
|---|---|---|---|---|---|
| 120.5FC | 120 | 6.3 | No. 5 | 40 | 75 |
| 145.5FC | 145 | 6.3 | No. 5 | 50 | 105 |
| 175.5FC | 175 | 6.3 | No. 5 | 80 | 130 |
| 200.5FC | 200 | 6.3 | No. 5 | 115 | 150 |
| 235.5FC | 235 | 6.3 | No. 5 | 160 | 195 |
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. 5 drill point is designed to ensure a clean cut through up to 12.5mm 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.
| 120.5FC | 145.5FC | 175.5FC | 200.5FC | 235.5FC | |
|---|---|---|---|---|---|
| A (mm) | 8.64 | 8.64 | 8.64 | 8.64 | 8.64 |
| B (mm) | 120.00 | 145.00 | 175.00 | 200.00 | 230.00 |
| C (mm) | 60.00 | 74.00 | 74.00 | 74.00 | 74.00 |
| D (mm) | 6.35 | 6.35 | 6.35 | 6.35 | 6.35 |
| E (mm) | 16.50 | 16.50 | 16.50 | 16.50 | 16.50 |
| F (mm) | 5.63 | 5.63 | 5.63 | 5.63 | 5.63 |
| G (mm) | 12.70 | 12.70 | 12.70 | 12.70 | 12.70 |
| 120.5FC ⭳ | 145.5FC ⭳ | 175.5FC ⭳ | 200.5FC ⭳ | 235.5FC ⭳ | |
|---|---|---|---|---|---|
| Pull Out (kN) - 4.00mm S275 Steel | 9.30 | 9.30 | 9.30 | 9.30 | 9.30 |
| Pull Out (kN) - 6.00mm S275 Steel | 20.90 | 20.90 | 20.90 | 20.90 | 20.90 |
| Pull Out (kN) - 8.00mm S275 Steel | 20.90 | 20.90 | 20.90 | 20.90 | 20.90 |
| Pull Out (kN) - 10.00mm S275 Steel | 20.90 | 20.90 | 20.90 | 20.90 | 20.90 |
| Pull Out (kN) - 12.00mm S275 Steel | 20.90 | 20.90 | 20.90 | 20.90 | 20.90 |
| Shear (kN) | 9.60 | 9.60 | 9.60 | 9.60 | 9.60 |
| Tensile (kN) | 20.90 | 20.90 | 20.90 | 20.90 | 20.90 |
