The images are examples. For detailed information, other images and documents, please select individual articles from the following table.
For wood-wood joint connections subject to tensile and compression loads e.g. timber frame connectors, wind braces, strut connections
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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.
CE marking in line with EN 14545 2009-02
For wood-joist connections subject to tensile and compression forces e.g. timber frame connectors, wind braces, strut connections
Select RAL-colour code
!! NOTE: On-screen visualisation of the colour differs from real colour shade!!