Rafter-to-purlin connector right/left - PURLINANC-LONG-H250MM

Rafter-to-purlin connector right/left - PURLINANC-LONG-H250MM - 1

Rafter-to-purlin connector right/left

Name: Rafter-to-purlin connector right/left
Brand: Würth
SKU: 0681250000

Rafter support anchor right/left
PURLINANC-LONG-H250MM

Art.-no. 0681250000

EAN 4011231560979

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Rafter-to-purlin connector right/left

Art.-no. 0681250000

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Quantity

x 50 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 250 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	18 + 18 PCS
Weight	184 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
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
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
		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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