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Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-95MM Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-95MM Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-95MM Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-95MM
Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-95MM - 1
Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-95MM - 2
Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-95MM - 3
Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-95MM - 4

Type-V angle connector with slotted hole

Angle connector type V with long hole
ANGL-WOCON-V-LONGHOLE-95MM

Art.-no. 5390210095
EAN 4052703120932
All versions

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Type-V angle connector with slotted hole

Art.-no. 5390210095

Prices for customers after login
Quantity
PU
x 25 pcs

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Special reinforced angle connector for load-bearing wood/wood and wood/concrete joints for base anchorage in timber structures. The slot in the base plate enables optimum adjustment during construction.
  • Extremely high load-bearing capacities

  • For versatile use in wood-wood and wood-concrete applications

  • Hot-dip galvanised sheets on both sides

  • Application in utilisation class 1.2 and 3 in line with EN 1995:2013
Proof of Performance

European Technical Evaluation

Notice

Partial nailing is permitted (see additional document: "Nailing patterns").



The general requirements of ETA 14/0274 and ETA 08/0183 must be observed.



The general requirements of the applicable anchor approval must be observed.



Load tables and detailed processing instructions can be found on the service page www.wuerth.de/holzverbinder.

Application area

European Technical Evaluation

Product information

Würth Catalogue

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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 = 12 mm

  • Bolts in accordance with manufacturer's specifications: d = 12 mm

  • Recommended dowels for anchoring in concrete d = 10 or 12 mm: W-BS; W-FAZ; W-VIZ; WIT-VM 250

Type

V slot

Width x height x depth

65 x 95 x 90 mm

Thickness

4 mm

Design

Without bar

Number of D 13 mm holes in subcarrier nJ/main carrier nH

0 + 0 PCS

Number of D 11 mm holes in main carrier nH

1 PCS

Number of D 11 mm holes in subcarrier nJ + main carrier nH

0 + 1 PCS

Elongated hole length/ elongated hole width

24.5 x 13.5 mm

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

9 + 2 PCS

Approval

ETA

Product weight (per item)

335.200 g

Material

Unalloyed quality steel, 1.0332

Surface

Hot dip galvanized

Material designation

DD11

Number of D 5 mm holes

13 PCS

Number of D 11 mm holes

1 PCS

Number of D 13 mm holes

0 PCS

Type V
65x285x90 		9 char. F1,Rk = 13.70 Type V
65x285x90 		9 char. F1,Rk = 27.50
Short F1,Rd = 9.48 Short F1,Rd = 19.04
Type V-MH
65x137x90 		1 char. F1,Rk = 2.90 Type V-MH
65x137x90 		1 char. F1,Rk = 11.50
Short F1,Rd = 2.01 Short F1,Rd = 7.96
Tensile force in anchor bolt for wood/concrete: FB,Ed = 1.4 × F1,Ed

tensile force in anchor bolt for wood/wood: FB,Ed = 1.3 × F1,Ed 		Tensile force in anchor bolt for wood/concrete: FB,Ed = 0.7 × F1,Ed

tensile force in anchor bolt for wood/wood: FB,Ed = 0.65 × F1,Ed
Characteristic load-bearing capacity and design values of the load-bearing capacity ("short") in load case F1 for angle bracket V slotted hole or round hole and V-MH as tension anchor in a purlin joint Characteristic load-bearing capacity and design value of the load-bearing capacity ("short") in load case F1 for two angle brackets V slotted hole or round hole and V-MH as tension anchor in a purlin joint
Format in mm Anchor nail
4x40 mm 		ASSY
10x60 mm 		KLED Load-bearing capacity in kN Format in mm Anchor nail
4x40 mm 		ASSY
10x60 mm 		KLED Load-bearing capacity in kN
Type V
65x95x90 		9 char. F1,Rk = 13.70 Type V
65x95x90 		9 char. F1,Rk = 27.40
Short F1,Rd = 9.48 Short F1,Rd = 18.97
Type V
65x135x90 		14 char. F1,Rk = 21.20 Type V
65x135x90 		14 char. F1,Rk = 42.40
Short F1,Rd = 14.68 Short F1,Rd = 29.35
Type V
65x137x90 		2 char. F1,Rk = 10.90 Type V
65x137x90 		2 char. F1,Rk = 21.90
Short F1,Rd = 7.55 Short F1,Rd = 15.25
Tensile force in anchor bolt for wood/concrete: FB,Ed = 1.4 × F1,Ed

tensile force in anchor bolt for wood/wood: FB,Ed = 1.3 × F1,Ed 		Tensile force in anchor bolt for wood/concrete: FB,Ed =1, 0.7 × F1,Ed

tensile force in anchor bolt for wood/wood: FB,Ed = 0.65 × F1,Ed
Notes:
For a 11 mm, 12 mm or 13.5 mm hole, a washer with t = 2.5 mm must be used
As fasteners, 4x40 mm anchor nails in accordance with EN 14592 or 10x60/50 mm ASSY screws in accordance with ETA-11/0190 must be used.
ETA 08/0214 specifications must be observed with respect to nail pattern. The prescribed nailing patterns must be used.
The load-bearing capacities indicated are for coniferous wood with a characteristic density of ρk ≥ 350 kg/m³.
The design value of the load-bearing capacity is calculated as follows: F1,Rd = kmod/γM × F1,Rk with M = 1.3.
The design value of the tensile force in the anchor bolt FB,Ed must be calculated using the design value of the tensile force of a tension anchor F1,Ed.
V-MH 65x137x90 10x60 10,9 2,90 2,14
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 per connection:
Note: If one angle bracket is used for each connection, the connected component must be secured against twisting.
TWO angle brackets type V per connection:
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Round hole
V-MH 65x137x90 10x60 21,9 11,5 4,28 8,57
1) Only for purlin connections. 2) Only for support connections.
3) For effect of action 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 anchor 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:
Rated 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 = 1.0
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.
Required 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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