Tension anchor V plus - TENSANC-VPLUS-460X90X65X3,0MM

Tension anchor V plus

Name: Tension anchor V plus
Brand: Würth
SKU: 5392000246

Tension anchor, V plus
TENSANC-VPLUS-460X90X65X3,0MM

Art.-no. 5392000246

EAN 4053479553870

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Tension anchor V plus

Art.-no. 5392000246

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Single-piece, high-load-bearing tension anchor system for base anchoring in wood, steel or concrete substrates

Extremely high load-carrying capacities

Large base plate for optimised force initiation into the floor

Indirect mounting (max. 26 mm) via an intermediate layer (e.g. OSB)

Extra-long back panel for optimum placing of the number of screws/nails required, while complying with the requisite edging on the wooden stand

Sheet metal hot-dip galvanised on both sides (DD11+ Z 275) in line with EN 10025-2:2004 3.0 or 4.0 mm in thickness

Application in utilisation classes 1 and 2 in line with EN 1995:2013

Proof of Performance

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

Notice

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

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

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Base anchoring of supports, roof beams, timber frame constructions or solid wood elements.

Instructions

Suitable fasteners:

Ring-shank nails in accordance with EN 14592: 4.0 x 40 to 100 mm

ASSY 4.0 joist hanger screw in accordance with ETA-11/0190 or EN 14592

Bolts in accordance with manufacturers' specifications

Recommended anchors for fastening in concrete: W-BS; W-FAZ; W-VIZ; WIT-VM 250; WIT-UH 300

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


Width x height x depth	65 x 460 x 90 mm
Baseplate thickness	6 mm
Thickness	3 mm
Hole diameter in subcarrier nJ/main carrier nH	5.1 / 18 mm
Number of holes in subcarrier nJ + main carrier nH	45 + 1 PCS
Weight	1020 g
Approval	ETA-14/0274
Distance between support and centre of hole	35 mm
Min. handle width	60 mm
Recommended type of anchor	W-WM250; W-FAZ
Material	Sheet steel
Material designation	DD11
Material standard	DIN EN 10327:2004
Surface	Hot dip galvanized

Overview of load capacity tables for HTA and Vplus tension anchors
Characteristic load-bearing capacity and design value of the load-bearing capacity ("short") in load case F1 for Würth tension anchor HTA and Vplus according to ETA 14/0274
Tension anchor connection HTA and Vplus - without intermediate layer
Type	Size in mm	U-washer/base plate	KLED	Load-bearing capacity per fastener (ring-shank nail or joist hanger screw in mm) in kN							Load-bearing capacity steel in kN		Coefficient k_t
Type	Size in mm	U-washer/base plate	KLED		4x40	4x50	4x60	5x35	5x40	5x50	Load-bearing capacity steel in kN		Coefficient k_t
Vplus	Lx90x65x3.0	without specification	char.	F_VM,Rk =	1,57	1,87	1,93	1,88	2,14	2,29	F_S,Rk =	36,2	1,0
	Lx90x65x3.0	without specification	short	F_VM,Rd =	1,08	1,30	1,34	1,30	1,48	1,59	F_S,Rd =	29	1,0
	Lx90x65x4.0	without specification	char.	F_VM,Rk =	1,57	1,87	1,93	1,88	2,14	2,29	F_S,Rk =	48,3	1,0
	Lx90x65x4.0	without specification	short	F_VM,Rd =	1,08	1,30	1,34	1,30	1,48	1,59	F_S,Rd =	38,6	1,0
HTA	Lx60x60x3.0	U-washer 30x3 mm	char.	F_VM,Rk =	1,57	1,87	1,93	1,88	2,14	2,29	F_S,Rk =	32,5	1,1
	Lx60x60x3.0	U-washer 30x3 mm	short	F_VM,Rd =	1,08	1,30	1,34	1,30	1,48	1,59	F_S,Rd =	26	1,1
	Lx60x60x3.0	Base plate 10 mm	char.	F_VM,Rk =	1,57	1,87	1,93	1,88	2,14	2,29	F_S,Rk =	45	1,1
	Lx60x60x3.0	Base plate 10 mm	short	F_VM,Rd =	1,08	1,30	1,34	1,30	1,48	1,59	F_S,Rd =	36	1,1
	Lx80x80x3.0	U-washer 37x3 mm	char.	F_VM,Rk =	1,57	1,87	1,93	1,88	2,14	2,29	F_S,Rk =	60	1,1
	Lx80x80x3.0	U-washer 37x3 mm	short	F_VM,Rd =	1,08	1,30	1,34	1,30	1,48	1,59	F_S,Rd =	48	1,1
Tensile force in anchor bolt: F_B,Ed = k_t x F_Ed
Notes: Würth ring-shank nails or ASSY 4.0 joist hanger screws in accordance with EN 14592 or ETA 11/0190 are to be used as fasteners. The specified load-bearing capacities are for softwood with a characteristic density of ρk ≥ 350 kg/m³. Design value of the load-bearing capacity of a fastener: F_VM,Rd = k_modx F_1,Rk/ϒ_M with ϒ_M = 1.3 Design value of the steel load-bearing capacity of the tension anchor: F_S,Rd = F_S,Rk/ϒ_M2 with ϒ_M2 = 1.25 Design value of the total load-bearing capacity: F_1,Rd = min {n x F_VM,Rd; F_S,Rd} with n = number of nails The design value of the tensile force in the anchor bolt F_B,Ed must be calculated using the design value of the tensile force of a tension anchor F_Ed. The minimum distances between fasteners for sheet steel-wood connections in accordance with EN 1995-1-1 must be observed. These are planning aids. The values must be calculated for each project by authorised persons.

Additional accessory:

Product

Description

Quantity

Price
/PU

ASSY<SUP>®</SUP> 4 JH joist hanger screw Steel zinc plated full thread pan head

ASSY® 4 JH joist hanger screw Steel zinc plated full thread pan head

SCR-PANHD-WO-JOISTHNG-RW20-(A3K)-5X35

ASSY 4 JH

Art.-no. 0153350035

Full-thread screw with visually appealing pan head with shank reinforcement mounted on the underside for fastening sheet metal parts and metal connectors in wood in indoor dry or sheltered areas without play

x 250 pcs

ASSY® 4 JH joist hanger screw Steel zinc plated full thread pan head

SCR-PANHD-WO-JOISTHNG-RW20-(A3K)-5X40

ASSY 4 JH

Art.-no. 0153350040

x 250 pcs

ASSY® 4 JH joist hanger screw Steel zinc plated full thread pan head

SCR-PANHD-WO-JOISTHNG-RW20-(A3K)-5X50

ASSY 4 JH

Art.-no. 0153350050

x 250 pcs

Fixanchor W-FAZ/S

ANC-(W-FAZ/S)-(A2K)-50-70-M16X170

Art.-no. 5928216050

Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated

x 20 pcs

Fixanchor W-FAZ/S

ANC-(W-FAZ/S)-(A2K)-80-100-M16X200

Art.-no. 5928216080

Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated

x 10 pcs

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