Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-135MM

Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-135MM - 1

Type-V angle connector with slotted hole - ANGL-WOCON-V-LONGHOLE-135MM - 2

Type-V angle connector with slotted hole

Name: Type-V angle connector with slotted hole
Brand: Würth
SKU: 5390210135

Angle connector type V with long hole
ANGL-WOCON-V-LONGHOLE-135MM

Art.-no. 5390210135

EAN 4052703120987

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Type-V angle connector with slotted hole

Art.-no. 5390210135

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Quantity

x 25 pcs

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Special reinforced angle connector for load-bearing wood-wood and wood-concrete joints for base anchoring in timber construction

The slotted hole in the base plate enables optimal adjustment of the construction

Extremely high load-bearing capacities

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

Hot-dip galvanised sheet metal on both sides

Use in utilisation class 1.2 and 3 in accordance with EN 1995:2013

Proof of Performance

CE labelling as per European Technical Assessment ETA-14/0274

CE labelling as per European Technical Assessment ETA-08/0183 for V100

Notice

Partial nailing is permitted (see additional technical data sheet)

The general conditions of ETA 14/0274 for angle brackets V95, V135 and V285 must be observed

The general requirements of ETA 08/0183 for angle brackets V100 must be observed

The general requirements of the applicable anchor approval must be observed

The respective permissible edge distances and spacings of the fasteners must be observed

Application area

CE marked in accordance with European Technical Assessment

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

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

Instructions

Suitable fasteners:

Ring-shank nails in line with EN 14592: 4.0 x 40 to 60 mm

ASSY 4.0 joist hanger screw in line with ETA 11/0190: 5.0 x 35 to 50 mm

Recommended anchor for attachment to concrete, d =10 mm or 12 mm: W-BS; W-FAZ; W-VIZ; WIT-VM 250

The respective permissible edge distances and spacings of the fasteners must be observed.


Type	V slot
Width x height x depth	65 x 135 x 90 mm
Thickness	4 mm
Design	Without bar
Number of D 13 mm holes in subcarrier nJ/main carrier nH	1 + 1 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	14 + 2 PCS
Approval	ETA
Product weight (per item)	419.560 g
Material	Unalloyed quality steel, 1.0332
Surface	Hot dip galvanized
Material designation	DD11
Number of D 5 mm holes	19 PCS
Number of D 11 mm holes	1 PCS
Number of D 13 mm holes	1 PCS

Load capacity tables angle bracket V slotted/round hole and V-MH
Characteristic load-bearing capacity and design value of the load 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 rated 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 support connection					Characteristic load-bearing capacity and rated 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 support connection
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	3		char.	F_1,Rk= 4.60	Type V 65x95x90	3		char.	F_1,Rk = 9.20
			Short	F_1,Rd = 3.18				Short	F_1,Rd = 6.37
Type V 65x135x90	6		char.	F_1,Rk = 9.10	Type V 65x135x90	6		char.	F_1,Rk= 18.30
			Short	F_1,Rd = 6.30				Short	F_1,Rd = 12.67
Type V 65x285x90	9		char.	F_1,Rk = 13.70	Type V 65x285x90	9		char.	F_1,Rk = 27.50
			Short	F_1,Rd = 9.48				Short	F_1,Rd = 19.04
Type V-MH 65x137x90		1	char.	F_1,Rk = 2.90	Type V-MH 65x137x90		1	char.	F_1,Rk = 11.50
			Short	F_1,Rd = 2.01				Short	F_1,Rd = 7.96
Tensile force in anchor bolt for wood/concrete: F_B,Ed = 1.4 × F_1,Ed tensile force in anchor bolt for wood/wood: F_B,Ed = 1.3 × F_1,Ed					Tensile force in anchor bolt for wood/concrete: F_B,Ed = 0.7 × F_1,Ed tensile force in anchor bolt for wood/wood: F_B,Ed = 0.65 × F_1,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.	F_1,Rk = 13.70	Type V 65x95x90	9		char.	F_1,Rk = 27.40
			Short	_^F1,Rd = 9.48				Short	F_1,Rd = 18.97
Type V 65x135x90	14		char.	F_1,Rk = 21.20	Type V 65x135x90	14		char.	F_1,Rk = 42.40
			Short	F_1,Rd = 14.68				Short	F_1,Rd = 29.35
Type V 65x137x90		2	char.	F_1,Rk = 10.90	Type V 65x137x90		2	char.	F_1,Rk = 21.90
			Short	F_1,Rd = 7.55				Short	F_1,Rd = 15.25
Tensile force in anchor bolt for wood/concrete: F_B,Ed = 1.4 × F_1,Ed tensile force in anchor bolt for wood/wood: F_B,Ed = 1.3 × F_1,Ed					Tensile force in anchor bolt for wood/concrete: F_B,Ed =1, 0.7 × F_1,Ed tensile force in anchor bolt for wood/wood: F_B,Ed = 0.65 × F_1,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 ρ_k ≥ 350 kg/m³. The design value of the load-bearing capacity is calculated as follows: F_1,Rd = k_mod/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 F_1,Ed.

Characteristic load bearing capacities in kN; angle bracket type V slotted hole or round hole with Würth fastener
Angle bracket type V		Art. no.	ETA	Anchor nail	ASSY screw6)	1 angle bracket type V for each connection
						F_{1, wood, Rk}¹⁾	F_{1, wood, Rk}¹⁾	F_{2/3, wood, Rk}	F_{4, wood, Rk}	F_{4, steel, Rk}	F_{5, wood, Rk}
Hole shape	WxHxD [mm]			mm	mm	kN	kN	kN	kN	kN	kN
Slotted hole	65x95x90		08/0214	4x40		13,7	4,60	1,72	The load-bearing capacity depends on the geometry of the connected component ⁵⁾, see tables F₄ and F₅
Round hole
Slotted hole	65x135x90					21,2	9,10	2,76
Round hole
V-MH	65x137x90				10x60	10,9	2,90	2,14

Characteristic load bearing capacities in kN; angle bracket type V slotted hole or round hole with Würth fastener
Table F₄
Angle bracket type V		Art. no.	F_{4, wood,Rk} ⁵⁾ in kN
Angle bracket type V			Height in cm
Hole shape	WxHxD [mm]		12	14	16	18	22
Slotted hole or round hole	65x95x90	or	2.06 ; 1.15	1.35 ; 0.90	---/---	0.79 ; 0.62	---/---
Slotted hole or round hole	65x135x90	or	---/---	---/---	--- ; 1.24	--- ; 0.94	--- ; 0.48
V-MH	65x137x90		---/---	---/---	--- ; 0.65	--- ; 0.53	--- ; 0.38
Table F₅
Angle bracket type V		Art. no.	Width in cm	F_{5, wood,Rk} ⁵⁾ in kN; k_t,5
Angle bracket type V				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 F_4,d and F_5,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.

Angle bracket type V		Art. no.	ETA	Anchor nail	ASSY screw⁶⁾	2 angle brackets type V per connection³⁾
						F_{1, wood, Rk}¹⁾	F_{1, wood, Rk}¹⁾	F_{2/3, wood, Rk}	F_{4,/5, wood, Rk³⁾}
Hole shape	WxHxD [mm]			mm	mm	kN	kN	kN	kN
Slotted hole	65x95x90		08/0214	4x40		27,4	9,20	3,44	7,58
Round hole
Slotted hole	65x135x90					42,4	18,3	5,53	7,99
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 F_4/5,d, the additional force F_1,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 F_4,d and F_5,dact 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 ≤ ρ_k ≤ 420 kg/m³. For wood with 290 ≤ ρ_k < 350 kg/m³, the specified load-bearing capacities for wood must be multiplied by the factor k_dens: Rated values of the load-bearing capacities: F_i,Rd= min {F_i,wood,Rd; F_i,steel,Rd} Failure of fasteners in wood: F_i,wood,Rd= k_mod / Ƴ_M,wood × F_i,wood,Rk with Ƴ_M,wood = 1.3 Steel failure of the connector: F_i,steel,Rd = F_i,steel,Rk/Ƴ_M,steel with Ƴ_M,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 F_1,d , F_2/3,d and F_4/5,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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