Angle connector type HS for high-quality load-bearing wood/wood connections - ANGL-WOCON-48X48X90X3,0

Angle connector type HS for high-quality load-bearing wood/wood connections

Name: Angle connector type HS for high-quality load-bearing wood/wood connections
Brand: Würth
SKU: 068104848

ANGL-WOCON-48X48X90X3,0

Art.-no. 068104848

EAN 4046777684186

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Angle connector type HS for high-quality load-bearing wood/wood connections

Art.-no. 068104848

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The solid 3 mm version in timber construction enables universal application, whereby the versions with beading are recommended for larger load transfers.

Robust design and versatile use.

Hot-dip galvanised sheet metal on both sides (DX51D + Z275 (approx. 20 µm)) in 3 mm thickness in accordance with EN 10327:2004.

Application in utilisation class 1 and 2 in accordance with EN 1995:2013.

Proof of Performance

European Technical Approval ETA 09/0133

Notice

The ring-shank/grooved nails should be driven in as close to the deflection curve in the load-bearing joist as possible.

Load tables and detailed installation instructions can be found on the service page www.wuerth.de/holzverbinder.

European Technical Approval ETA 09/0133

Subject to technical changes!

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Load-bearing connections of timber joists to wood such as joist to joist and purlin to joist.

Instructions

Suitable fasteners

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

ASSY 4.0 Combi in accordance with ETA 11/0190: d = 12 mm


Type	HS
Width x height x depth	48 x 90 x 48 mm
Thickness	3 mm
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	7 + 4 PCS
Approval	ETA-09/0133
Product weight (per item)	127.180 g
Material	Steel
Surface	Hot dip galvanized
Weight	140 g
Material designation	DX51D
Material standard	DIN EN 10327:2004
Number of D 5 mm holes	11 PCS
Number of D 13 mm holes	3 PCS

Characteristic load-bearing capacities in kN of angle brackets type HS according to ETA-09/0216 with anchor nails - purlin/post
HS angle bracket		Article number	ETA	Anchor nail in	HS angle bracket per connection
HS angle bracket					F_1,Rk		F_2/3,Rk	F_4,Rk		F_5,Rk
Width x length x depth x thickness in mm					Wood	Steel	Wood	Wood	Steel	Wood	Steel
Width x length x depth x thickness in mm				mm	kN	kN	kN	kN	kN	kN	kN
1 bracket HS	48x90x48x3 mm	0681 048 48	09/0133	4x40	1,01	1,74	2,62	-	-	-	-
	48x90x76x3 mm	0681 048 76	09/0133	4x40	1,01	3,02	3,36	-	-	-	-
	48x90x116x3 mm	0681 048 116	09/0133	4x40	2,01	4,39	6,80	-	-	-	-
2 brackets HS	48x90x48x3 mm	0681 048 48	09/0133	4x40	2,01	3,48	5,23	4,33	5,31	4,33	5,31
	48x90x76x3 mm	0681 048 76	09/0133	4x40	2,01	6,04	6,73	7,26	8,49	7,26	8,49
	48x90x116x3 mm	0681 048 116	09/0133	4x40	4,03	8,79	13,60	11,39	13,07	11,4	13,1
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 softwood 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 Design values of load-bearing capacities: F_i,Rd= min {F_i,wood,Rd; F_i,steel,Rd} Failure of fasteners in 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-bearing capacities in kN of angle brackets type HS according to ETA-09/0216 with anchor nails - purlin/post
HS angle bracket	e_B	z	(1+e_B/z)
48x90x48x3 mm	24	24	2,0
48x90x76x3 mm	24	24	2,0
48x90x116x3 mm	24	24	2,0
F_B,Ed=F_1,dx (1+e_B/z) If the load F₄or F₅ acts with a higher eccentricity "e" than the top edge of the angle, an additional ΔF₁ load 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

Required accessory:

Product

Description

Quantity

Price
/PU

Comb nail / anchor nail

RIDGNL-(A3K)-4X40MM

Art.-no. 0681940040

Galvanised steel, blue coated (A2K)

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