Rafter-to-purlin connector right/left
PURLINANC-LONG-H170MM
Art.-no. 0681170000
EAN 4011231560894
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- For absorbing horizontal forces - for each connection, depending on the load, either 2 or 4 rafter-to-purlin anchors should be used
- To ensure central load transfer, 2 rafter-to-purlin anchors per connection must be arranged diagonally opposite one another. Either 2 left or 2 right connectors will be required
- Sheet metal batch hot-dip galvanised on both sides (DX51D + Z275 (approx. 20 µm)), thickness 2.0 mm, in accordance with EN 10327:2004
- Application in utilisation class 1 and 2 in accordance with EN 1995:2013
Approved fasteners:
- Ring-shank/grooved nails in accordance with EN 14592: 4.0 x 40 mm
ETA 09/0219
The shear load of the connected timbers must be observed and verified if necessary. Shear reinforcement can be added using ASSYplus VG full-thread screws.
The packaging unit (PU) contains equal numbers of left-hand and right-hand versions.
Approved fasteners:
- Ring-shank/grooved nails in accordance with EN 14592: 4.0 x 40 mm
ETA 09/0219
Datasheets(X)
Rafter-to-purlin connectors are used in timber construction, for instance to secure battens, absorb wind suction forces, suspend collar beams or as anti-twist protection for beams in load-bearing connections.
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Width x height x depth | 34 x 170 x 34 mm |
Thickness | 2 mm |
Design | Type - right and left |
Hole diameter in subcarrier nJ/main carrier nH | 5 / 5 mm |
Number of holes in subcarrier nJ + main carrier nH | 10 + 10 PCS |
Weight | 114 g |
Material | Steel |
Surface | Hot dip galvanized |
Approval | ETA-09/0219 |
Depth | 34 mm |
Material designation | DX51D |
Material standard | DIN EN 10327:2004 |
| Load capacity tables for Würth rafter-to-purlin anchor right/left | ||||
| Characteristic load-bearing capacities in kN for two rafter-to-purlin anchors per connection | ||||
| Art. no. | Format mm | Anchor nails Number of pieces | Characteristic load-bearing capacity F1 | |
| Anchor nails | Steel | |||
| 0681 170 000 0681 210 000 0681 250 000 0681 290 000 0681 330 000 0681 370 000 | 34x170x34 34x210x34 34x250x34 34x290x34 34x330x34 34x370x34 | 2 x 2 | 2.20 kN | 11.90 kN |
| 2 x 3 | 3.40 kN | 11.90 kN | ||
| 2 x 4 | 5.50 kN | 11.90 kN | ||
| 2 x 5 | 8.50 kN | 11.90 kN | ||
| 2 x 6 | 9.90 kN | 11.90 kN | ||
| 2 x 7 | 13.90 kN | 11.90 kN | ||
| 2 x 8 | 15.30 kN | 11.90 kN | ||
| 2 x 9 | 19.70 kN | 11.90 kN | ||
| 2 x 10 | 21.40 kN | 11.90 kN | ||
| 2 x 11 | 26.00 kN | 11.90 kN | ||
| 2 x 12 | 27.90 kN | 11.90 kN | ||
| When nailing the rafter-to-purlin anchor, the edge distance between the nails and the stressed edge must be according to EN 1995: 2010. If necessary, lateral tensile failure should be configured for both components in accordance with the general rules of EN 1995:2004. In this case, the design value of the acting force perpendicular to the grain direction must be less than the design value resistance F90,Rd F90,Rk = character. Tensile strength in N | ||||
| Notes: • Design according to ETA-09/0219 and EN 1995:2004 • The regulations and instructions of ETA-09/0219 must be observed • The specified values are valid for solid wood with a characteristic density of rk=350 kg/m³ These are guides for planning purposes. The values must be calculated for each project by authorised persons. | ||||
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