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Angle bracket type V-MH with slotted hole

Angle connector type V-MH
ANGL-WOCON-(V-MH)-(TZN)-65X90X137X4MM

Art.-no. 0681632101
EAN 4045989620029

Price for selected packaging unit
Angle bracket type V-MH with slotted hole

Art.-no. 0681632101

Price for selected packaging unit
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 of solid wooden walls in timber structures. Optimal positioning of the angle during assembly thanks to the slot in the foot plate.
  • Ideal for use with solid wooden wall constructions thanks to simple screw fastening

  • Very high load-bearing capacities

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

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

ETA-14/0274

Notice

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


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

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Application area

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

Instructions

Suitable fasteners:


  • ASSY 3.0 post support bracket screw d =10 mm, ASSY 3.0 combination screw d = 10 mm, ASSY plus VG combination screw d = 10 mm

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

Width x height x depth

65.0 x 137.0 x 90 mm

Thickness

4 mm

Number of D 11 mm holes in main carrier nH

1 PCS

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

2 + 1 PCS

Elongated hole length/ elongated hole width

28 x 13 mm

Approval

ETA-08/0214

Product weight (per item)

422.120 g

Material

Steel

Surface

Hot dip galvanized

Weight

445 g

Material designation

DD11

Number of D 11 mm holes

3 PCS

Characteristic load bearing capacities in kN; angle bracket type V slotted hole or round hole with Würth fastener
Angle bracket type VArt. no.ETAAnchor nail ASSY screw6)1 angle bracket type V for each connection
F1, wood, Rk1)F1, wood, Rk1)F2/3, wood, RkF4, wood, RkF4, steel, RkF5, wood, Rk
Hole shapeWxHxD [mm]mmmmkNkNkNkNkNkN
Round hole
V-MH65x137x90 10x6010,92,902,14
Slotted hole65x95x90 08/02144x40 13,74,601,72The load-bearing capacity depends on the geometry of the connected component 5), see tables F4 and F5
Round hole
Slotted hole65x135x9021,29,102,76
Note: These are guides for planning purposes. The values must be calculated for each project by authorised persons.
Angle bracket type VArt. no.ETAAnchor nail ASSY screw6)2 angle brackets type V for each connection 3)
F1, wood, Rk1)F1, wood, Rk1)F2/3, wood, RkF4,/5, wood, Rk3)
Hole shapeWxHxD [mm]mmmmkNkNkNkN
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:
Slotted hole65x95x90 08/02144x40 27,49,203,447,58
Round hole
Slotted hole65x135x9042,418,35,537,99
Round hole
V-MH65x137x90 10x6021,911,54,288,57
ONE angle bracket type V for each connection:
TWO angle brackets type V for each connection:
Characteristic load bearing capacities in kN; angle bracket type V slotted hole or round hole with Würth fastener
Table F5
Angle bracket type VArt. no.Width in cmF5, wood,Rk 5) in kN; kt,5
Height in cm
Hole shapeWxHxD [mm]1214161822
Table F4
Angle bracket type VArt. no.F4, wood,Rk 5) in kN
Height in cm
Hole shapeWxHxD [mm]1214161822
V-MH65x137x90 ---/--- ---/--- --- ; 0.65 --- ; 0.53 --- ; 0.38
Slotted or round hole 65x95x90 or 4.29 ; 2.164.58 ; 2.24--- ; ---4.68 ; 2.44--- ; ---
3.72 ; 2.053.81 ; 2.08--- ; ---3.98 ; 2.15--- ; ---
3.56 ; 2.013.61 ; 2.03--- ; ---3.70 ; 2.07--- ; ---
Slotted or round hole 65x135x90 or --- ; ------ ; ---4.45 ; 1.944.94 ; 2.825.03 ; 4.50
--- ; ------ ; ---3.91 ; 2.023.98 ; 2.064.06 ; 2.04
--- ; ------ ; ---3.73 ; 1.943.77 ; 1.973.83 ; 2.02
V-MH65x137x90 --- ; ------ ; ---3.83 ; 1.703.73 ; 1.733.95 ; 2.04
10--- ; ------ ; ---3.45 ; 1.613.55 ; 1.633.71 ; 1.65
14--- ; ------ ; ---3.71 ; 1.653.34 ; 1.593.44 ; 1.61
5) Loads F4,d and F5,d act on the upper edge of the connected component. Securing against twisting is not required.
Note: If one angle bracket is used for each connection, the connected component must be secured against twisting.
Slotted hole or
round hole
65x95x90 or
2.06 ; 1.151.35 ; 0.90 ---/---0.79 ; 0.62 ---/---
Slotted hole or
round hole
65x135x90 or
---/--- ---/--- --- ; 1.24 --- ; 0.94 --- ; 0.48
Load capacity tables angle bracket V slotted/round hole and V-MH
Characteristic load-bearing capacity and design value of the load-bearing capacity ("short") in load case F1 for Würth angle bracket V slotted hole/round hole and V-MH according to ETA 08/0214
Characteristic load-bearing capacity and design value of the load capacity ("short") in load case F1 for angle bracket V slotted hole or round hole and V-MH as tension anchor in a support connectionCharacteristic load-bearing capacity and design value of the load capacity ("short") in load case F1 for angle bracket V slotted hole or round hole and V-MH as tension anchor in a support connection
Size in mmRing-shank nails
4x40 mm
ASSY
10x60 mm
KLEDLoad-bearing capacity in kNSize in mmRing-shank nails
4x40 mm
ASSY
10x60 mm
KLEDLoad-bearing capacity in kN
ShortF1,Rd = 6.30ShortF1,Rd = 12.67
Type V
65x285x90
9 Char.F1,Rk = 13.70Type V
65x285x90
9 Char.F1,Rk = 27.50
ShortF1,Rd = 9.48ShortF1,Rd = 19.04
Type V-MH
65x137x90
1Char.F1,Rk = 2.90Type V-MH
65x137x90
1Char.F1,Rk = 11.50
ShortF1,Rd = 2.01ShortF1,Rd = 7.96
Characteristic load-bearing capacity and design value 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 jointCharacteristic 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
Size in mmRing-shank nails
4x40 mm
ASSY
10x60 mm
KLEDLoad-bearing capacity in kNSize in mmRing-shank nails
4x40 mm
ASSY
10x60 mm
KLEDLoad-bearing capacity in kN
Type V
65x95x90
9 Char.F1,Rk = 13.70Type V
65x95x90
9 Char.F1,Rk = 27.40
ShortF1,Rd = 9.48ShortF1,Rd = 18.97
Type V
65x135x90
14 Char.F1,Rk = 21.20Type V
65x135x90
14 Char.F1,Rk = 42.40
ShortF1,Rd = 14.68ShortF1,Rd = 29.35
Type V
65x137x90
2Char.F1,Rk = 10.90Type V
65x137x90
2Char.F1,Rk = 21.90
ShortF1,Rd = 7.55ShortF1,Rd = 15.25
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 ring-shank 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.
Type V
65x95x90
3 Char.F1,Rk = 4.60Type V
65x95x90
3 Char.F1,Rk = 9.20
ShortF1,Rd = 3.18ShortF1,Rd = 6.37
Type V
65x135x90
6 Char.F1,Rk = 9.10Type V
65x135x90
6 Char.F1,Rk = 18.30

Art.-no.
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