Tension anchor V plus - TENSANC-VPLUS-460X90X65X4,0MM

Tension anchor V plus - TENSANC-VPLUS-460X90X65X4,0MM - 1

Tension anchor V plus

Name: Tension anchor V plus
Brand: Würth
SKU: 5392000247

Tension anchor, V plus
TENSANC-VPLUS-460X90X65X4,0MM

Art.-no. 5392000247

EAN 4053479311807

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Tension anchor V plus

Art.-no. 5392000247

Price for selected packaging unit

Quantity

x 10 pcs

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Single-piece, high-load carrying tension anchor system for anchoring bases in wood, steel or concrete substructures.

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

Dowel mounting: The respective basic conditions 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.

Available work documents:

Load tables and detailed processing instructions can be found on the service page www.wuerth.de/holzverbinder.

Notes:

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:

Comb/ribbed nails in line with EN 14592: 4.0 x 40 to 100mm

ASSY 3.0 joist hanger bolt in accordance with ETA-11/0190 or EN 14592

Bolts in line with manufacturers' specifications

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


Width x height x depth	65 x 460 x 90 mm
Baseplate thickness	8 mm
Thickness	4 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	1360 g
Approval	ETA-14/0274
Distance between support and centre of hole	35 mm
Min. handle width	60 mm
Recommended type of anchor	W-VM250; W-FAZ
Material	Sheet steel
Material designation	DD11
Material standard	EN 10025- 2:2004
Surface	Hot dip galvanized

Calculation of the load-bearing capacities of fasteners according to DIN EN 1995-1-1 as for thick steel sheets. The required minimum distances between the fasteners must be observed! The specifications are valid for a characteristic density ρ_k = 350 kg/m³ and for k_mod = 0.9.

Calculation of the load-bearing capacities of fasteners according to DIN EN 1995-1-1 as for thick steel sheets. The required minimum distances between the fasteners must be observed! The specifications are valid for a characteristic density ρ_k = 350 kg/m³ and for k_mod = 0.9.

13	12	11	10	10	10	11	9	9	8	8
14	13	11	11	10	10	11	10	9	9	8
15	14	12	12	11	11	12	11	10	9	9
	Required number of fasteners for tension anchors Vplus Lx90x65x4.0 depending on the connection of tensile load FEd to softwood C24
F_Ed	Würth anchor nail in mm load-bearing capacity class 3					ASSY 3.0 joist hanger screw in mm ETA-11/0190
in kN	4x40	4x50	4x60	4x75	4x100	5x35
4	4	4	3	3	3	4	3	3	3	3
5	5	4	4	4	4	4	4	4	3	3
6	6	5	5	5	5	5	5	4	4	4
7	7	6	6	5	5	6	5	5	5	4
8	8	7	6	6	6	7	6	6	5	5
9	9	7	7	7	7	8	7	6	6	6
10	10	8	8	8	8	8	7	7	6	6
11	11	9	9	8	8	9	8	7	7	7
12	12	10	9	9	9	10	9	8	8	7
13	12	11	10	10	10	11	10	9	8	8
14	13	11	11	10	10	11	10	9	9	8
15	14	12	12	11	11	12	11	10	9	9
Calculation of the load-bearing capacities of fasteners according to DIN EN 1995-1-1 as for thick steel sheets. The required minimum distances between the fasteners must be observed! The specifications are valid for a characteristic density ρ_k = 350 kg/m³ and for k_mod = 0.9.
NOTE: These are guides for planning purposes. The values must be calculated for each project by authorised persons.

HTA	Lx60x60x3.0	U-washer 30x3 mm	char.	FVM,Rk =	1,68	1,99	2,15	1,92	2,15	2,29	FS,Rk =	35	1,1
	Lx60x60x3.0	U-washer 30x3 mm	Short	FVM,Rd =	1,16	1,38	1,49	1,33	1,49	1,59	FS,Rd =	28	1,1
	Lx60x60x3.0	Base plate 10 mm	char.	FVM,Rk =	1,59	1,87	1,93	1,88	2,10	2,29	FS,Rk =	45	1,1
	Lx60x60x3.0	Base plate 10 mm	Short	FVM,Rd =	1,10	1,30	1,34	1,30	1,46	1,59	FS,Rd =	36	1,1
	Lx80x80x3.0	U-washer 37x3 mm	char.	FVM,Rk =	1,68	1,99	2,15	1,92	2,15	2,29	FS,Rk =	60	1,1
	Lx80x80x3.0	Base plate 20 mm	Short	FVM,Rd =	1,16	1,38	1,49	1,33	1,49	1,59	FS,Rd =	48	1,1
Tensile force in anchor bolt: F_B,Ed = k_t x F_Ed
Notes: Würth anchor nails or ASSY 3.0 joist hanger screws according to 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: FVM,Rd = kmod/gM x F1,Rk with gM = 1.3 Design value of the steel load-bearing capacity of the tension anchor: FS,Rd = FS,Rk/gM2 with gM2 = 1.25 Design value of the total load-bearing capacity: F1,Rd = min {n × FVM,Rd; FS,Rd} with n = number of nails 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 FEd. The minimum distances between fasteners for sheet steel-wood connections according to EN 1995-1-1 must be observed. (1) Design values for anchors, see table of contents These are guides for planning purposes. The values must be calculated for each project by authorised persons.