Angle connector type B2 For timber structures, short, solid 3 mm design - ANGL-WOCON-B2-40X40X90X3,0

Angle connector type B2 For timber structures, short, solid 3 mm design

Name: Angle connector type B2 For timber structures, short, solid 3 mm design
Brand: Würth
SKU: 068103590

Angle connector B2
ANGL-WOCON-B2-40X40X90X3,0

Art.-no. 068103590

EAN 4024835118088

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Angle connector type B2 For timber structures, short, solid 3 mm design

Art.-no. 068103590

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For high-quality connections in load-bearing wood/wood or wood/concrete structures. It is advisable to use rib-reinforced angle connectors for more demanding requirements.

Minimal misalignment between wooden structure and concrete anchor

Low bulk, slim design

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

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

Proof of Performance

ETA-09/216

Notice

The diameter of bolts/screws/anchors may only be max. 2 mm smaller than the diameter of the hole. The respective basic conditions of the applicable anchor approval must be observed.

ETA-09/216

Subject to technical changes!

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Load-bearing connections of timber joists to wood or concrete such as joist to joist, purlin to joist, joist to concrete substrate.

Instructions

Suitable fasteners:

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

ASSY 3.0 combination screw in line with ETA 11/0190: d = 12 mm

Bolts according to manufacturer specification: d = 12 mm

Recommended dowels for anchoring in concrete: W-BS; W-FAZ; W-VIZ; WIT-VM 250; WIT-UH 300


Type	B2
Width x height x depth	40 x 90 x 42 mm
Thickness	3 mm
Design	Without bar
Number of D 13 mm holes in subcarrier nJ/main carrier nH	2 + 1 PCS
Number of D 5 mm holes in subcarrier nJ + main carrier nH	8 + 4 PCS
Approval	ETA-09/0216
Product weight (per item)	100.360 g
Material	Steel
Surface	Hot dip galvanized
Weight	98 g
Material designation	DX51D
Material standard	DIN EN 10327:2004
Number of D 5 mm holes	12 PCS
Number of D 13 mm holes	3 PCS

Characteristic load capacity in kN of type B1/B2 angle bracket according to ETA-09/0216 with ring-shank nail - purlin/post
Angle bracket B1/B2		Article number	ETA	Ring-shank nail in	Angle bracket B1/B2 for each connection
Angle bracket B1/B2					F_1,Rk		F_2/3,Rk	F_4,Rk		F_5,Rk
Width x length x depth x thickness in mm					Steel	Wood	Wood	Steel	Wood	Steel
Width x length x depth x thickness in mm				mm	kN	kN	kN	kN	kN	kN	kN
1 angle B	40x90x42x3 mm	0681 035 90	09/0216	4x40	0,92	1,37	2,56	-	-	-	-
1 angle B	40x160x42x3 mm	0681 050 160	09/0216	4x40	0,92	1,37	2,73	-	-	-	-
2 angle B	40x90x42x3 mm	0681 035 90	09/0216	4x40	1,85	2,75	5,12	5,13	4,28	5,13	4,28
2 angle B	40x160x42x3 mm	0681 050 160	09/0216	4x40	1,85	2,75	5,46	6,48	4,79	6,48	4,79
³⁾ If one angle bracket is used for each connection, the connected component must be secured against twisting. ⁴⁾ The loads F4 and F5 act on the top edge of the connected component. Securing against twisting is not required. The specified load-bearing capacities apply to coniferous wood at 350 kg/m³ ≤ rk ≤ 420 kg/m³. For wood at 290 kg/m³ ≤rk≤ 350 kg/m³, the specified load-bearing capacities for wood must be multiplied by the factor kdens: tSteel ≥ 2.5 mm: k_dens = (pk/350)^2 tSteel = 1.5 mm: k_dens = (pk/350)^0.8 Rated values of the load-bearing capacities: F_i,Rd= min {F_{i,wood,Rd; Fi,steel,Rd}} failure of the fastener in the wood: F_i,Wood,Rd= k_mod / Ƴ_M,Wood × F_i,Wood,Rkwith Ƴ_M,Wood = 1.3 Steel failure of the connector: F_i,Steel,Rd = F_i,Steel,Rk / Ƴ_M,Steel with Ƴ_M,Steel = 1.25 For several simultaneous loads, the following condition must be met: The specified nailing patterns must be observed in accordance with the relevant ETA.
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

Characteristic load capacity in kN of type B1/B2 angle bracket according to ETA-09/0216 with ring-shank nail - purlin/post
Steel or reinforced concrete connection with a stud/stud anchor
Angle bracket B1/B2	eB	z	(1+eB/z)
40x90x42x3 mm	24,5	17,5	2,4
40x160x42x3 mm	24,5	17,5	2,4
F_B,Ed= F_1,d x (1+ e_B/z) If the load F₄ or F₅acts with a higher eccentricity "e" than the top edge of the angle, an additional ΔF₁load must be applied to both angles. This is applied at the angles by an additional momentum and a pair of forces. B is the distance between the angles (width of the component to be connected). ΔF_1,d = F_4,d/ F_5,dx e/B