Több, mint 40.000 termék
Angle bracket type A
Angle connector, type A with web BB
ANGL-WOCON-A-BAR-70X70X55X2,5
Art.-no.
5390201070
EAN 4052703120833
Prices for customers after login
Show availability in Würth trade store
In order to check the stock in a Würth branch, please log in.
If you have any questions, please call our service hotline at (23) 418-130.
You are not yet a Würth customer or do not yet have access data to the Online Shop? Then register now in just a few steps. After a successful check of the entered data, you will have immediate access to the stock inquiry as well as all prices and can immediately order.
Exclusively for trade customers
Register now and access more than 125,000 products
Angle bracket A with web is ideal for high-quality load-bearing wood/wood and wood/concrete connections. Universally suitable for standard connections such as intersecting timbers.
- Sheet metal hot-dip galvanised on both sides (S250GD + Z275 (approx. 20 µm)) in line with EN 10346:2009.
- Application in utilisation class 1 and 2 in line with EN 1995:2013
Proof of Performance
European Technical Approval ETA-08/0183
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. The respective basic conditions of ETA08/0183 must be observed
Product information
Datasheets(X)
Application area
Load-bearing connections of timber joists to wood or steel such as joist to joist, purlin to joist, threshold to post, crossbar to post or for securing joists.
Instructions
Suitable fasteners:
Comb/ribbed nail in line with EN 14592: 4.0 x 60-100 mm
Type | A |
Width x height x depth | 55 x 70 x 70 mm |
Thickness | 2.5 mm |
Design | With bar |
Number of D 11 mm holes in main carrier nH | 1 PCS |
Number of D 11 mm holes in subcarrier nJ + main carrier nH | 1 + 1 PCS |
Number of D 5 mm holes in subcarrier nJ + main carrier nH | 6 + 6 PCS |
Approval | ETA-08/0183 |
Product weight (per item) | 127.750 g |
Material | Aluzinc structural steel, 1.0242 |
Surface | Hot dip galvanized |
Material designation | S250GD |
| 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 torsion. | |||||||||||
| 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 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 | |||||||||||
| Design 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. | |||||||||||
| 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. | |||||||||
| 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. | |||||||
Select RAL-colour code
!! NOTE: On-screen visualisation of the colour differs from real colour shade!!