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Angle bracket type A - ANGL-WOCON-A-BAR-90X90X65X2,5 Angle bracket type A - ANGL-WOCON-A-BAR-90X90X65X2,5 Angle bracket type A - ANGL-WOCON-A-BAR-90X90X65X2,5
Angle bracket type A - ANGL-WOCON-A-BAR-90X90X65X2,5 - 1
Angle bracket type A - ANGL-WOCON-A-BAR-90X90X65X2,5 - 2
Angle bracket type A - ANGL-WOCON-A-BAR-90X90X65X2,5 - 3

Angle bracket type A

Angle connector, type A with web
ANGL-WOCON-A-BAR-90X90X65X2,5

Art.-no. 0681090965
EAN 4011231560542
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Angle bracket type A

Art.-no. 0681090965

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x 50 pcs

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Angle brackets A with reinforcement rib are ideal for high-quality load-bearing wood/wood and wood/concrete connections in timber construction. Universally suitable for standard connections such as intersecting timbers.
  • 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

European Technical Approval ETA-09/214

Notice

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



Diameter of bolt/screw/metal anchor may only be max. 2 mm smaller than the diameter of the hole.



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

Application area
Product information

Würth Catalogue

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Application area

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

Instructions

Suitable fasteners:


  • Ring-shank/ribbed nail in line with EN 14592: 4.0 x 40 mm

  • ASSY 3.0 Combi in line with ETA 11/0190: d = 12 mm

  • Bolts and metal anchors in accordance with manufacturers' specifications: d = 12 mm

Type

A

Width x height x depth

65 x 90 x 90 mm

Thickness

2.5 mm

Design

With bar

Number of D 13 mm holes in subcarrier nJ/main carrier nH

1 + 1 PCS

Number of D 5 mm holes in subcarrier nJ + main carrier nH

10 + 10 PCS

Approval

ETA-09/0214

Product weight (per item)

202.520 g

Material

Steel

Surface

Hot dip galvanized

Weight

197 g

Material designation

DX51D

Material standard

DIN EN 10327:2004

Number of D 5 mm holes

20 PCS

Number of D 13 mm holes

2 PCS

Characteristic load-bearing capacities in kN;
1 piece angle bracket type A with Würth ring-shank nails
Angle bracket type A
Article number ETA Anchor nail in 1 angle bracket type A for each connection 3)
F1,Rk F2/3,Rk F4,Rk F5,Rk
Width x length x depth in mm Wood Steel Wood Wood Steel Wood Steel
mm kN kN kN kN kN kN kN
Without rib 35x50x50x2.5 0681 050 040 09/0216 4x40 1.101) 0.921) 1,31 --- --- --- ---
40x90x90x3.0 0681 090 040 09/0216 4x40 1,21 1,14 2,40 --- --- --- ---
55x70x70x2.5 0681 070 055 09/0214 4x40 1,58 0,92 2,90 --- --- --- ---
65x90x90x2.5 0681 090 065 09/0214 4x40 2,50 1,38 3,67 --- --- --- ---
90x105x105x3.0 0681 100 090 09/0214 4x40 3,76 2,28 5,94 --- --- --- ---
55x70x70x2.5 5390 200 070 08/0183 4x40 1,53 0,78 3,79 --- --- --- ---
65x90x90x2.5 5390 200 090 08/0183 4x60 4,04 1,17 4,78 --- --- --- ---
90x105x105x3.0 5390 200 105 08/0183 4x60 4,05 2,25 6,40 --- --- --- ---
With rib 65x90x90x2.5 0681 090 965 09/0214 4x40 1,25 3,15 3,53 7,03 3,66 1,98 1,17
90x105x105x3.0 0681 100 990 09/0214 4x40 2,51 7,91 5,06 9,96 9,21 2,95 4,82
55x70x70x2.5 5390 201 070 08/0183 4x40 1,58 2,29 2,75 The load-bearing capacity depends on the geometry of the connected component 4), see tables F4 and F5
65x90x90x2.5 5390 201 090 08/0183 4x60 3,23 4,30 4,20
90x105x105x3.0 5390 201 105 08/0183 4x60 5,90 7,00 4,80
55x70x70x1.5 5390 202 070 08/0183 4x60 5,40 --- 6,35 --- --- --- ---
65x90x90x1.5 5390 202 090 08/0183 4x60 4,90 --- 6,10 --- --- --- ---
90x105x105x1.5 5390 202 105 08/0183 4x60 9,20 --- 8,50 --- --- --- ---
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 ≤Ƥk ≤420 kg/m³.
For woods with 290 kg/m³ ≤ Ƥk ≤ 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
Design values of the load-bearing capacities: Fi,Rd = min {Fi,wood,Rd; Fi,steel,Rd}
Failure of fasteners in 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.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Characteristic load-bearing capacities in kN;
2 piece angle bracket type A with Würth ring-shank nails
Angle bracket type A Article number ETA Anchor nail 2 angle brackets type A for each connection
Width x length x depth F1,Rk F2/3,Rk F4/5,Rk2)
Wood Steel Wood Wood Steel
(mm) kN kN kN kN kN
Without rib 35x50x50x2.5 0681 050 040 09/0216 4.0x40 2.191) 1.841) 2,63 6,99 2,00
40x90x90x3.0 0681 090 040 09/0216 4.0x40 2,41 2,28 4,80 4,13 4,28
55x70x70x2.5 0681 070 055 09/0214 4.0x40 3,15 1,84 5,80 5,34 4,34
65x90x90x2.5 0681 090 065 09/0214 4.0x40 5,00 2,77 7,34 7,82 4,45
90x105x105x3.0 0681 100 090 09/0214 4.0x40 7,52 4,55 11,90 9,30 8,46
55x70x70x2.5 5390 200 070 08/0183 4.0x40 3,05 1,56 7,57 6,10 3,63
65x90x90x2.5 5390 200 090 08/0183 4.0x60 8,07 2,34 9,55 9,67 3,99
90x105x105x3.0 5390 200 105 08/0183 4.0x60 8,09 4,50 12,80 10,60 7,98
With rib 65x90x90x2.5 0681 090 965 09/0214 4.0x40 2,50 6,31 7,06 7,03 4,17
90x105x105x3.0 0681 100 990 09/0214 4.0x40 5,01 15,80 10,10 9,96 13,10
55x70x70x2.5 5390 201 070 08/0183 4.0x40 3,16 4,57 5,49 5,65 4,12
65x90x90x2.5 5390 201 090 08/0183 4.0x60 6,46 8,59 8,39 8,91 6,55
90x105x105x3.0 5390 201 105 08/0183 4.0x60 11,80 14,00 9,60 11,90 11,80
55x70x70x1.5 5390 202 070 08/0183 4.0x60 10,80 --- 12,70 11,00 ---
65x90x90x1.5 5390 202 090 08/0183 4.0x60 9,80 --- 12,20 13,50 ---
90x105x105x1.5 5390 202 105 08/0183 4.0x60 18,40 --- 17,00 16,40 ---
1) Only for purlin connections.
2) For the load F4/5, the additional force ΔF1,d = F4/5,d × e/b must be taken into consideration.
The specified load-bearing capacities apply to softwood at 350 kg/m³ ≤Ƥk ≤420 kg/m³.
For woods with 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

Design values of the load-bearing capacities: Fi,Rd = min {Fi,wood,Rd; Fi,steel,Rd}
Failure of fasteners in 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.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Characteristic load-bearing capacities in kN;
1 piece angle bracket type A with Würth ring-shank nails
Table F4 F4,Wood,Rk ; F4,Steel,Rk in kN4)
Height h in cm 8 10 12 14 16 20
55x70x70x2.5 mm
(Art. no. 5390 201 070) 		0.82; 0.38 0.66; 0.28
--- 0.47; 0.21
---
---
65x90x90x2.5 mm
(Art. no. 5390 201 090) 		---
--- 1.11; 0.46
0.95; 0.40
0.84; 0.35
---
90x105x105x3.0 mm
(Art. no. 5390 201 105) 		---
--- 2.42; 1.02
--- 1.82; 0.69
1.37; 0.52
Table F5: F5,Wood,Rk; F5,Steel,Rk in kN4)
Angle bracket
Width b in cm Height h in cm
8 10 12 14 16 20
55x70x70x2.5 mm (Art. no. 5390 201 070) 6 1.58; 0.93 1.73; 1.12 --- 2.45; 1.06 --- ---
10 1.44; 1.30 1.58; 1.19 --- 1.56; 1.26 --- ---
14 1.45; 1.29 1.47; 1.28 --- 1.48; 1.26 --- ---
65x90x90x2.5 mm (Art. no. 5390 201 090) 8 --- --- 3.85; 1.83 4.24; 1.72 4.89; 1.62 ---
10 --- --- 3.49; 1.98 3.65; 1.90 3.88; 1.82 ---
14 --- --- 3.23; 2.12 3.30; 2.08 3.37; 2.03 ---
90x105x105x3.0 mm (Art. no. 5390 201 105) 8 --- --- 5.94; 3.14 --- 5.45; 2.67 4.68; 2.30
10 --- --- 5.24; 3.55 --- 6.09; 3.13 5.27; 2.80
14 --- --- 4.68; 3.99 --- 5.00; 3.72 5.35; 3.47
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.
For woods with 290 kg/m³ ≤ Ƥk < 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
Design values of the load-bearing capacities: Fi,Rd = min {Fi,wood,Rd; Fi,steel,Rd}
Failure of fasteners in 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.
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
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