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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 - ANGL-WOCON-B2-40X40X90X3,0
Angle connector type B2 For timber structures, short, solid 3 mm design - ANGL-WOCON-B2-40X40X90X3,0 - 1
Angle connector type B2 For timber structures, short, solid 3 mm design - ANGL-WOCON-B2-40X40X90X3,0 - 2

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

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

Art.-no. 068103590
EAN 4024835118088
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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!

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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
F1,Rk F2/3,Rk F4,Rk F5,Rk
Width x length x depth x
thickness in mm 		Steel Wood Wood Steel Wood Steel
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 - - - -
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
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: kdens = (pk/350)^2

tSteel = 1.5 mm: kdens = (pk/350)^0.8

Rated values of the load-bearing capacities: Fi,Rd = min {Fi,wood,Rd; Fi,steel,Rd}
failure of the fastener in the wood: Fi,Wood,Rd = kmod / ƳM,Wood × Fi,Wood,Rk with ƳM,Wood = 1.3
Steel failure of the connector: Fi,Steel,Rd = Fi,Steel,Rk / ƳM,Steel with ƳM,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
FB,Ed = F1,d x (1+ eB/z)

If the load F4 or 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).

ΔF1,d = F4,d / F5,d x e/B
Required accessory:
 
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