Type-V angle connector with slotted hole - ANGL-WOCON-V100-LONGHOLE-100MM

Type-V angle connector with slotted hole - ANGL-WOCON-V100-LONGHOLE-100MM - 1

Type-V angle connector with slotted hole - ANGL-WOCON-V100-LONGHOLE-100MM - 2

Type-V angle connector with slotted hole - ANGL-WOCON-V100-LONGHOLE-100MM - 3

Type-V angle connector with slotted hole

Name: Type-V angle connector with slotted hole
Brand: Würth
SKU: 5390210100

Angle connector type V with long hole
ANGL-WOCON-V100-LONGHOLE-100MM

Art.-no. 5390210100

EAN 4065746507332

All versions

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Type-V angle connector with slotted hole

Art.-no. 5390210100

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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

Datasheets(X)

Certificates/ Documents

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

Width x height x depth	90 x 100 x 100 mm
Thickness	2 mm
Number of D 13 mm holes in subcarrier nJ/main carrier nH	1 + 1 PCS
Elongated hole length/ elongated hole width	32 x 13 mm
Number of D 5 mm holes in subcarrier nJ + main carrier nH	14 + 10 PCS
Approval	ETA
Product weight (per item)	250 g
Material	Steel
Surface	Hot dip galvanized
Weight	250 g
Material designation	S250GD
Number of long holes	1 PCS
Number of D 5 mm holes	24 PCS
Number of D 13 mm holes	2 PCS

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
V-MH	65x137x90			10x60	10,9	2,90	2,14
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

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
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:
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

ONE angle bracket type V per connection:
TWO angle brackets type V per connection:
Characteristic load bearing capacities in kN; angle bracket type V slotted hole or round hole with Würth fastener
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
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 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.
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 ; 1.15	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
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

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 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
	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
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.
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
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
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

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