The images are examples. For detailed information, other images and documents, please select individual articles from the following table.
Perforated plate
For wood-wood joint connections subject to tensile and compression loads e.g. timber frame connectors, wind braces, strut connections
Register now and access more than 125,000 products
Variants
Register now and access more than 125,000 products
- Tensile strength Rm ≥ 295 N/mm²
- Breaking elongation A80 ≥ 22%
- Sheet metal hot-dip galvanised on both sides (DX51D + Z275 [approx. 20 µm]) in line with EN 10346:2009, thickness 2 mm
- Application in utilisation classes 1 and 2 in line with EN 1995:2013
2 perforated metal plates and identical wood widths must be used for each connection.
Allowance must be made for eccentricity in one-sided connections.
Nail edge clearances must be observed in line with EC5.
The nails must be arranged symmetrically with the axis of the centrally applied force.
Available work documents:
Load tables and detailed processing instructions can be found on the service page www.wuerth.de/holzverbinder.
For wood-joist connections subject to tensile and compression forces e.g. timber frame connectors, wind braces, strut connections
Suitable fasteners:
- Comb/ribbed nails in line with EN 14592: 4.0 x XX mm
- ASSY joist hanger screw in line with ETA 11/0190: 5.0 x XX mm
Select RAL-colour code
!! NOTE: On-screen visualisation of the colour differs from real colour shade!!