Angle bracket type A
Angle connector, type A
ANGLE BRACKET 40X40X2,5X40
Art.-no.
0681444251
EAN 4046777714289
-
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The angle connector A without reinforcement rib is ideal for high-quality load-bearing wood/wood 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-09/216
Notice
The transverse load of the connected timbers must be observed and verified where necessary. Transverse reinforcement can be added using ASSY plus FT full-thread screws.
Diameter of bolt/screw/metal anchor may only be max. 2 mm smaller than the diameter of the hole.
Available work documents:
Load tables and detailed processing instructions can be found on the service page www.wuerth.de/holzverbinder.
Application area
European technical approval ETA-09/216
Product information
Datasheets(X)
Application areaLoad-bearing connections of timber joists to wood (ETA-09/216) such as beam to beam and purlin to beam.
Instructions
Suitable fasteners:
- Comb/ribbed nail in line with EN 14592: 4.0x40 mm
- ASSY 3.0 Combi or ASSY plus VG Combi in accordance with ETA 11/0190: d = 10, 12 mm
- Bolts and metal anchors according to manufacturers' specifications: d =10, 12 mm
Thickness | 2.5 mm |
Approval | ETA |
Product weight (per item) | 59 g |
Material | Aluzinc structural steel, 1.0242 |
Surface | Hot dip galvanized |
| Characteristic load-bearing capacities in kN; 1 piece angle bracket type A with Würth anchor nails | |||||||||||
| Angle connector type A | Article number | ETA | Anchor nail in | 1 angle connector 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 | ||||
| 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 | --- | --- | --- | --- | |
| mm | kN | kN | kN | kN | kN | kN | kN | ||||
| without rib | 35x50x50x2.5 | 0681 050 040 | 09/0216 | 4x40 | 1.101) | 0.921) | 1,31 | --- | --- | --- | --- |
| 3) If one angle connector 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 with 350 kg/m³ ≤ Ƥk ≤ 420 kg/m³. For wood 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 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 If several loads are acting simultaneously, 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 anchor nails | |||||||
| Table F5: | F5,Wood,Rk; F5,Steel,Rk in kN4) | ||||||
| Angle connector | Width b in cm | Height h in cm | |||||
| 8 | 10 | 12 | 14 | 16 | 20 | ||
| Table F4 | F4,Wood,Rk ; F4,Steel,Rk in kN4) | ||||||
| 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 | |
| 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 | |
| 3) If one angle connector 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 wood 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 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 If several loads are acting simultaneously, 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 anchor nails | |||||||||
| Angle connector type A | Article number | ETA | Anchor nail | 2 angle connectors 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 | ||||
| 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 | --- | |
| 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 | |
| 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 with 350 kg/m³ ≤ Ƥk ≤ 420 kg/m³. For wood 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 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 If several loads are acting simultaneously, 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. | |||||||||