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Angle bracket type V with round hole

Angle connector type V with round hole
ANGL-WOCON-V-ROUNDHOLE-285MM

Art.-no. 5390211285
EAN 4058794749519

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Angle bracket type V with round hole

Art.-no. 5390211285

Prices for customers after login
Quantity
PU
x 25 pcs

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Special reinforced angle connector for load-bearing wood/steel and wood/concrete joints for base anchorage in timber structures. Optimum transfer of horizontal forces thanks to the round hole in the foot plate.
  • Very high load-bearing capacities

  • Versatile applications

  • Sheet metal hot-dip galvanised on both sides (D11 + Z275 [approx. 55 µm]) in line with EN 10111:1998, thickness 4 mm

  • Application in utilisation classes 1, 2 and 3 in line with EN 1995:2013
Proof of Performance

European Technical Approval ETA-14/0274

Notice

Partial nailing is permitted (see dimensioning aid "Pulling systems").


The general requirements of ETA-14/0274 must be observed.


The general requirements 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-14/0274

Product information

Datasheets(X)

Certificates/ Documents

 | 

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Application area

Tension anchor connection of wooden walls, supports or purlins to concrete or steel substrates.

Instructions

Suitable fasteners:


  • Comb/ribbed nails in line with EN 14592: ≥ 4.0 x 40 mm ribbed nails; ASSY 3.0 combination screws in line with ETA 11/0190: d = 10 mm

  • ASSY 3.0 combination screws in line with ETA 11/0190: d = 10 mm or bolts in accordance with manufacturer's specification: d = 16 mm

  • Recommended dowels for fixing to concrete d = 10 or 16 mm: W-BS; W-FAZ; W-VIZ; WIT-VM 250

Width x height x depth

65 x 285 x 90 mm

Thickness

4 mm

Design

Without bar

Number of D 17 mm holes in main carrier nH

1 PCS

Number of D 11 mm holes in main carrier nH

1 PCS

Number of D 5 mm holes in subcarrier nJ + main carrier nH

26 + 2 PCS

Approval

ETA-14/0274

Product weight (per item)

708.560 g

Material

Unalloyed quality steel, 1.0332

Surface

Hot dip galvanized

Material designation

DD11

Number of D 5 mm holes

28 PCS

Number of D 11 mm holes

1 PCS

Number of D 13 mm holes

3 PCS

Round hole
V-MH 65x137x90 10x60 10,9 2,90 2,14
V-MH 65x137x90 ---/--- ---/--- --- ; 0.65 --- ; 0.53 --- ; 0.38
Table F5
Angle bracket type V Art. no. Width in cm F5, wood,Rk 5) in kN; kt,5
Height in cm
Hole shape WxHxD [mm] 12 14 16 18 22
Slotted or round hole 65x95x90 or 4.29 ; 2.16 4.58 ; 2.24 --- ; --- 4.68 ; 2.44 --- ; ---
3.72 ; 2.05 3.81 ; 2.08 --- ; --- 3.98 ; 2.15 --- ; ---
3.56 ; 2.01 3.61 ; 2.03 --- ; --- 3.70 ; 2.07 --- ; ---
Slotted or round hole 65x135x90 or --- ; --- --- ; --- 4.45 ; 1.94 4.94 ; 2.82 5.03 ; 4.50
--- ; --- --- ; --- 3.91 ; 2.02 3.98 ; 2.06 4.06 ; 2.04
--- ; --- --- ; --- 3.73 ; 1.94 3.77 ; 1.97 3.83 ; 2.02
V-MH 65x137x90 --- ; --- --- ; --- 3.83 ; 1.70 3.73 ; 1.73 3.95 ; 2.04
10 --- ; --- --- ; --- 3.45 ; 1.61 3.55 ; 1.63 3.71 ; 1.65
14 --- ; --- --- ; --- 3.71 ; 1.65 3.34 ; 1.59 3.44 ; 1.61
5) Loads F4,d and F5,d act on the upper edge of the connected component. Securing against twisting is not required.
ONE angle bracket type V for each connection:
Note: If one angle bracket is used for each connection, the connected component must be secured against twisting.
TWO angle brackets type V for each connection:
1) Only for purlin connections. 2) Only for support connections.
3) For the load F4/5,d, the additional force F1,d = F4/5,d × e/b must be taken into account and, if necessary, proof of interaction must be provided.
4) If one angle bracket is used for each connection, the connected component must be secured against twisting.
5) Loads F4,d and F5,d act on the upper edge of the connected component. Securing against twisting is not required.
6) Würth ring-shank nails 4x40 mm according to EN 14592
7) Würth ASSY screw 10x60/50 mm according to ETA-11/0190
For an 11 mm, 12 mm and 13.5 mm hole, a washer with t = 2.5 mm must be used.
The specified load-bearing capacities apply to coniferous wood with 350 kg/m³ ≤ ρk ≤ 420 kg/m³.
For wood with 290 ≤ ρk < 350 kg/m³, the specified load-bearing capacities for wood must be multiplied by the factor kdens:
Design values of the load-bearing capacities: Fi,Rd = min {Fi,wood,Rd; Fi,steel,Rd}
Failure of fasteners in wood: Fi,wood,Rd = kmodM,wood × Fi,wood,Rk with ƳM,wood = 1.3
Steel failure of the connector: Fi,steel,Rd = Fi,steel,RkM,steel with ƳM,steel = 1.0
For several simultaneous loads, the following condition must be met:
The specified nailing patterns must be observed in accordance with the relevant ETA-08/0214.
The bolt loads are calculated from the actions F1,d , F2/3,d and F4/5,d
Shear force per bolt for 1 or 2 brackets:

Axial force per bolt for 2 brackets:

Axial force per bolt for 1 bracket:

kt,1 - value:
Note: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Additional accessory:
 
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The article number is made up of the following: VVVVAAABBB
VVVV = 4 digits for prefix number (please note that the first digit is currently always 0)
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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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