Rafter-to-purlin connector right/left - PURLINANC-LONG-H370MM

Rafter-to-purlin connector right/left - PURLINANC-LONG-H370MM - 1

Rafter-to-purlin connector right/left

Name: Rafter-to-purlin connector right/left
Brand: Würth
SKU: 0681370000

PURLINANC-LONG-H370MM

Art.-no. 0681370000

EAN 4024835117951

All versions

Price for selected packaging unit

Rafter-to-purlin connector right/left

Art.-no. 0681370000

Price for selected packaging unit

Quantity

x 20 pcs

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For load-bearing tension anchoring of intersecting timber beams in non-visible areas (e.g. securing rafters, collar beam suspension)

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

Proof of Performance

Approved fasteners:

Ring-shank/grooved nails in accordance with EN 14592: 4.0 x 40 mm

ETA 09/0219

Notice

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.

Application area

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

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.


Width x height x depth	34 x 370 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	30 + 30 PCS
Weight	292 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
Art. no.	Format mm	Anchor nails Number of pieces	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 F_90,Rd F_90,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.