Angle connector type HS For high-quality load-bearing wood/wood or wood/concrete connections
Angle connector, type, HS
ANGL-WOCON-48X76X90X3,0
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- Robust design, versatile applications
- Sheet metal hot-dip galvanised on both sides (DX51D + Z275 [approx. 20 µm]), 3 mm thick in line with EN 10327:2004
- Application in utilisation classes 1 and 2 in line with EN 1995:2013
European Technical Approval ETA 09/0133
The comb/ribbed nails should be driven in as close to the deflection curve in the load-bearing joist as possible. This also applies to the bolts used if angle connectors are used to attach wood to e.g. concrete.
The diameter of bolts/screws/anchors may only be max. 2 mm smaller than the diameter of the hole.
The respective basic conditions of the applicable anchor approval must be observed.
Available work documents:
Load tables and detailed processing instructions can be found on the service page www.wuerth.de/holzverbinder.
European Technical Approval ETA 09/0133
Subject to technical changes!
Datasheets(X)
Load-bearing connections of timber joists to wood or concrete such as joist to joist, purlin to joist, joist to concrete substrate.
Suitable fasteners:
- Comb/ribbed nail in line with EN 14592: 4.0 x 40 mm
- ASSY 3.0 combination screw in line with ETA 11/0190: d = 12 mm
- Bolts according to manufacturer specification: M12
- Anchor bolt: : d = 12 mm, with min. (NRk; VRk) = 5 kN
- Recommended dowels for anchoring in concrete: W-BS; W-FAZ; W-VIZ; WIT-VM 250; WIT-UH 300
 | |
Type | HS |
Width x height x depth | 76 x 90 x 48 mm |
Thickness | 3 mm |
Design | With pleat |
Number of D 13 mm holes in subcarrier nJ/main carrier nH | 3 + 2 PCS |
Number of D 5 mm holes in subcarrier nJ + main carrier nH | 12 + 4 PCS |
Approval | ETA-09/0133 |
Product weight (per item) | 208 g |
Material | Steel |
Surface | Hot dip galvanized |
Weight | 204 g |
Material designation | DX51D |
Material standard | DIN EN 10327:2004 |
Number of D 5 mm holes | 16 PCS |
Number of D 13 mm holes | 5 PCS |
| Characteristic load-bearing capacities in kN of angle brackets type HS according to ETA-09/0216 with anchor nails - purlin/post | |||||||||||
| HS angle bracket | Article number | ETA | Anchor nail in | HS angle bracket per connection | |||||||
| F1,Rk | F2/3,Rk | F4,Rk | F5,Rk | ||||||||
| Width x length x depth x thickness in mm | Wood | Steel | Wood | Wood | Steel | Wood | Steel | ||||
| mm | kN | kN | kN | kN | kN | kN | kN | ||||
| 1 bracket HS | 48x90x48x3 mm | 0681 048 48 | 09/0133 | 4x40 | 1,01 | 1,74 | 2,62 | - | - | - | - |
| 48x90x76x3 mm | 0681 048 76 | 09/0133 | 4x40 | 1,01 | 3,02 | 3,36 | - | - | - | - | |
| 48x90x116x3 mm | 0681 048 116 | 09/0133 | 4x40 | 2,01 | 4,39 | 6,80 | - | - | - | - | |
| 2 brackets HS | 48x90x48x3 mm | 0681 048 48 | 09/0133 | 4x40 | 2,01 | 3,48 | 5,23 | 4,33 | 5,31 | 4,33 | 5,31 |
| 48x90x76x3 mm | 0681 048 76 | 09/0133 | 4x40 | 2,01 | 6,04 | 6,73 | 7,26 | 8,49 | 7,26 | 8,49 | |
| 48x90x116x3 mm | 0681 048 116 | 09/0133 | 4x40 | 4,03 | 8,79 | 13,60 | 11,39 | 13,07 | 11,4 | 13,1 | |
| 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 ≤ rk ≤ 420 kg/m³. For wood at 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 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. | |||||||||||
| NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons. | |||||||||||
| Characteristic load-bearing capacities in kN of angle brackets type HS according to ETA-09/0216 with anchor nails - purlin/post | |||
| HS angle bracket | eB | z | (1+eB/z) |
| 48x90x48x3 mm | 24 | 24 | 2,0 |
| 48x90x76x3 mm | 24 | 24 | 2,0 |
| 48x90x116x3 mm | 24 | 24 | 2,0 |
| FB,Ed=F1,d x (1+eB/z) If the load F4 or F5 acts with a higher eccentricity "e" than the top edge of the angle, an additional ΔF1 load must be applied to both angles. This is applied at the angles by an additional momentum and a pair of forces. B is the distance between the angles (width of the component to be connected). ΔF1,d = F4,d / F5,d x e/B | |||
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