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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 numberETAAnchor nail in 1 angle bracket type A for each connection 3)
F1,RkF2/3,RkF4,RkF5,Rk
Width x length x depth in mm WoodSteelWoodWoodSteelWoodSteel
55x70x70x2.50681 070 05509/02144x401,580,922,90------------
65x90x90x2.50681 090 06509/02144x402,501,383,67------------
90x105x105x3.00681 100 09009/02144x403,762,285,94------------
55x70x70x2.55390 200 07008/01834x401,530,783,79------------
65x90x90x2.55390 200 09008/01834x604,041,174,78------------
90x105x105x3.05390 200 10508/01834x604,052,256,40------------
With rib65x90x90x2.50681 090 96509/02144x401,253,153,537,033,661,981,17
90x105x105x3.00681 100 99009/02144x402,517,915,069,969,212,954,82
55x70x70x2.55390 201 07008/01834x401,582,292,75The load-bearing capacity depends on the geometry of the connected component 4), see tables F4 and F5
65x90x90x2.55390 201 09008/01834x603,234,304,20
90x105x105x3.05390 201 10508/01834x605,907,004,80
55x70x70x1.55390 202 07008/01834x605,40---6,35------------
65x90x90x1.55390 202 09008/01834x604,90---6,10------------
90x105x105x1.55390 202 10508/01834x609,20---8,50------------
mmkNkNkNkNkNkNkN
Without rib35x50x50x2.50681 050 04009/02164x401.101)0.921)1,31------------
40x90x90x3.00681 090 04009/02164x401,211,142,40------------
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;
1 piece angle bracket type A with Würth ring-shank nails
Angle bracket
Width b in cmHeight h in cm
81012141620
Table F4F4,Wood,Rk ; F4,Steel,Rk in kN4)
Table F5:F5,Wood,Rk; F5,Steel,Rk in kN4)
55x70x70x2.5 mm (Art. no. 5390 201 070)61.58; 0.931.73; 1.12---2.45; 1.06------
101.44; 1.301.58; 1.19---1.56; 1.26------
141.45; 1.291.47; 1.28---1.48; 1.26------
65x90x90x2.5 mm (Art. no. 5390 201 090)8------3.85; 1.834.24; 1.724.89; 1.62---
10------3.49; 1.983.65; 1.903.88; 1.82---
14------3.23; 2.123.30; 2.083.37; 2.03---
90x105x105x3.0 mm (Art. no. 5390 201 105)8------5.94; 3.14---5.45; 2.674.68; 2.30
10------5.24; 3.55---6.09; 3.135.27; 2.80
14------4.68; 3.99---5.00; 3.725.35; 3.47
Height h in cm81012141620
55x70x70x2.5 mm
(Art. no. 5390 201 070)		0.82; 0.380.66; 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
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.
Characteristic load-bearing capacities in kN;
2 piece angle bracket type A with Würth ring-shank nails
Angle bracket type AArticle numberETAAnchor nail2 angle brackets type A for each connection
Width x length x depthF1,RkF2/3,RkF4/5,Rk2)
WoodSteelWoodWoodSteel
(mm)kNkNkNkNkN
65x90x90x2.50681 090 06509/02144.0x405,002,777,347,824,45
90x105x105x3.00681 100 09009/02144.0x407,524,5511,909,308,46
55x70x70x2.55390 200 07008/01834.0x403,051,567,576,103,63
65x90x90x2.55390 200 09008/01834.0x608,072,349,559,673,99
90x105x105x3.05390 200 10508/01834.0x608,094,5012,8010,607,98
With rib65x90x90x2.50681 090 96509/02144.0x402,506,317,067,034,17
90x105x105x3.00681 100 99009/02144.0x405,0115,8010,109,9613,10
55x70x70x2.55390 201 07008/01834.0x403,164,575,495,654,12
65x90x90x2.55390 201 09008/01834.0x606,468,598,398,916,55
90x105x105x3.05390 201 10508/01834.0x6011,8014,009,6011,9011,80
55x70x70x1.55390 202 07008/01834.0x6010,80---12,7011,00---
65x90x90x1.55390 202 09008/01834.0x609,80---12,2013,50---
90x105x105x1.55390 202 10508/01834.0x6018,40---17,0016,40---
Without rib35x50x50x2.50681 050 04009/02164.0x402.191)1.841)2,636,992,00
40x90x90x3.00681 090 04009/02164.0x402,412,284,804,134,28
55x70x70x2.50681 070 05509/02144.0x403,151,845,805,344,34
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.
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VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

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VVVVAAABBB
04076
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