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

Angle bracket type V with round hole - ANGL-WOCON-V-ROUNDHOLE-285MM - 1

Angle bracket type V with round hole - ANGL-WOCON-V-ROUNDHOLE-285MM - 2

Angle bracket type V with round hole - ANGL-WOCON-V-ROUNDHOLE-285MM - 3

Angle bracket type V with round hole

Name: Angle bracket type V with round hole
Brand: Würth
SKU: 5390211285

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

Art.-no. 5390211285

EAN 4058794749519

All versions

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Angle bracket type V with round hole

Art.-no. 5390211285

Prices for customers after login

Quantity

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

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 = 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	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 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:
PLEASE NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

¹⁾ Only for purlin connections.					²⁾ Only for support connections.
³⁾ For the load 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 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 ≤ 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: Design 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.

Additional accessory:

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