Angle bracket type A
Angle connector, type A with web
ANGL-WOCON-A-BAR-105X105X90X3,0
Art.-no.
0681100990
EAN 4024835118071
-,--
price per selected packing unit | Individual prices for customers after login
price per selected packing unit | Individual prices for customers after login
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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
European Technical Approval ETA-09/214
Product information
Datasheets(X)
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 | 90 x 105 x 105 mm |
Thickness | 3 mm |
Design | With bar |
Number of D 13 mm holes in subcarrier nJ/main carrier nH | 1 + 3 PCS |
Number of D 5 mm holes in subcarrier nJ + main carrier nH | 14 + 10 PCS |
Approval | ETA-09/0214 |
Product weight (per item) | 383 g |
Material | Steel |
Surface | Hot dip galvanized |
Weight | 391 g |
Material designation | DX51D |
Material standard | DIN EN 10327:2004 |
Number of D 5 mm holes | 24 PCS |
Number of D 13 mm holes | 4 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; 1 piece angle bracket type A with Würth ring-shank nails | |||||||
| Table F4 | F4,Wood,Rk ; F4,Steel,Rk in kN4) | ||||||
| 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 | ||
| 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 | |
| 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. | |||||||
| 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. | |||||||||
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