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Angle connector type HS For high-quality load-bearing wood/wood or wood/concrete connections - ANGL-WOCON-48X76X90X3,0 Angle connector type HS For high-quality load-bearing wood/wood or wood/concrete connections - ANGL-WOCON-48X76X90X3,0
Angle connector type HS For high-quality load-bearing wood/wood or wood/concrete connections - ANGL-WOCON-48X76X90X3,0 - 1
Angle connector type HS For high-quality load-bearing wood/wood or wood/concrete connections - ANGL-WOCON-48X76X90X3,0 - 2

Angle connector type HS For high-quality load-bearing wood/wood or wood/concrete connections

Angle connector, type, HS
ANGL-WOCON-48X76X90X3,0

Art.-no. 068104876
EAN 4024835585842
All versions

Price for selected packaging unit
Angle connector type HS For high-quality load-bearing wood/wood or wood/concrete connections

Art.-no. 068104876

Price for selected packaging unit
Quantity
PU
x 50 pcs

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Solid 3 mm type for universal use in timber construction. (For larger load transfers, the use of a beaded variant is recommended).
  • 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
Proof of Performance

European Technical Approval ETA 09/0133

Notice

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.

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Application area

Load-bearing connections of timber joists to wood or concrete such as joist to joist, purlin to joist, joist to concrete substrate.

Instructions

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)

208.000 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
Required accessory:
 
Product
Description
Quantity
PU
Price
/PU
Fixanchor W-FAZ/S
Fixanchor W-FAZ/S

ANC-(W-FAZ/S)-(A2K)-125-M12X220

Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated
x 25 pcs
Fixanchor W-FAZ/S
Fixanchor W-FAZ/S

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x 20 pcs
Fixanchor W-FAZ/S
Fixanchor W-FAZ/S

ANC-(W-FAZ/S)-(A2K)-160-M12X255

Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated
x 20 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-10-M12X110

x 10 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-25-M12X125

x 10 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-50-M12X150

x 10 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-100-M12X200

x 10 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-125-M12X225

x 10 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-165-M12X265

x 10 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-25-M12X115

x 10 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-25-M12X140

x 10 pcs
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)
W-VIZ-A anchor rod, zinc-plated steel for W-VIZ/S injection systems (concrete)

ANC-(W-VIZ-A/S)-(A2K)-25-M12X145

x 10 pcs
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Example article number structures:
Example 1: Screw with dimensions of 4x10 mm:
VVVVAAABBB
00574 10 (2 spaces between the 4 and the 10)

Example 2: Screw with dimensions of 10x20 mm:
VVVVAAABBB
005710 20 (1 space between the 10 and the 20)

Example 3: Flat washer with an internal diameter of 6 mm:
VVVVAAABBB
04076
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