Rafter-to-purlin connector right/left - PURLINANC-LONG-H330MM

Rafter-to-purlin connector right/left - PURLINANC-LONG-H330MM - 1

Rafter-to-purlin connector right/left

Name: Rafter-to-purlin connector right/left
Brand: Würth
SKU: 0681330000

Rafter support anchor right/left
PURLINANC-LONG-H330MM

Art.-no. 0681330000

EAN 4024835117937

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Rafter-to-purlin connector right/left

Art.-no. 0681330000

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Quantity

x 20 pcs

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Load-bearing tensile anchorage of intersecting timbers in concealed areas (e.g. rafter bracing, collar beam suspension). For absorbing horizontal forces/2 or 4 rafter-to-purlin connectors must be used per joint, depending on the load.

2 rafter-to-purlin connectors per joint must be arranged diagonally opposite one another to ensure central application of the load. Either 2 left or 2 right connectors are required.

Sheet metal hot-dip galvanised on both sides (DX51D + Z275 [approx. 20 µm]), thickness 2.0 mm in line with EN 10327:2004

Application in utilisation classes 1 and 2 in line with EN 1995:2013

Proof of Performance

ETA 09/0219

Notice

The transverse load of the connected timbers must be observed and verified where necessary. Transverse reinforcement can be added using ASSY plus FT full-thread screws.

Application area

ETA 09/0219

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.

Instructions

Approved fasteners:

Comb/ribbed nail in line with EN 14592: 4.0 x 40 mm


Width x height x depth	34 x 330 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	26 + 26 PCS
Weight	265 g
Material	Steel
Surface	Hot dip galvanized
Approval	ETA-09/0219
Depth	34 mm
Material designation	DX51D
Material standard	DIN EN 10327:2004

Height mm	2 rafter-to-purlin anchors per connection (diagonal)		4 rafter-to-purlin anchors per connection
Height mm	Number of nails/connection	max F1 in kN	Number of nails/connection*	max F1 in kN
170	4 x 4 = 16	3,65	8 x 4 = 32	7,30
210	4 x 6 = 24	4,85	8 x 6 = 48	9,70
250	4 x 10 = 40	6,00	8 x 10 = 80	12,00
290	4 x 12 = 48	7,60	8 x 12 = 96	15,20
330	4 x 14 = 56	9,00	8 x 14 = 112	18,00
370	4 x 16 = 64	9,80	8 x 16 = 128	19,60
* Comb nails 4.0 x 4.0 In load case HZ, the table values may be increased by 25%.

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.

Required accessory:

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