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Tension anchor V plus - TENSANC-VPLUS-460X90X65X3,0MM Tension anchor V plus - TENSANC-VPLUS-460X90X65X3,0MM
Tension anchor V plus - TENSANC-VPLUS-460X90X65X3,0MM - 1
Tension anchor V plus - TENSANC-VPLUS-460X90X65X3,0MM - 2

Tension anchor V plus

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

Art.-no. 5392000246
EAN 4053479311791
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Price for selected packaging unit
Tension anchor V plus

Art.-no. 5392000246

Price for selected packaging unit
Quantity
PU
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

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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

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

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 ρk = 350 kg/m³ and for kmod = 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 ρk = 350 kg/m³ and for kmod = 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
FEd 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 ρk = 350 kg/m³ and for kmod = 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
Short FVM,Rd = 1,16 1,38 1,49 1,33 1,49 1,59 FS,Rd = 28
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
Short FVM,Rd = 1,10 1,30 1,34 1,30 1,46 1,59 FS,Rd = 36
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
Base plate 20 mm Short FVM,Rd = 1,16 1,38 1,49 1,33 1,49 1,59 FS,Rd = 48
Tensile force in anchor bolt: FB,Ed = kt x FEd

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.
Tensile force in anchor bolt: FB,Ed = kt x FEd
Tensile force in anchor bolt: FB,Ed = kt x FEd
Tensile force in anchor bolt: FB,Ed = kt x FEd

Art.-no.
Cust. Mat. No.

Hazardous Material

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