Tension anchor V plus
Tension anchor, V plus
TENSANC-VPLUS-460X90X65X4,0MM
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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
Datasheets(X)
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 |
| Characteristic load-bearing capacity and design value of the load-bearing capacity ("short") in load case F1 for Würth tension anchor Vplus according to ETA 14/0274 | ||||||||||||
| Tensile force in anchor bolt: FB,Ed = kt x FEd | ||||||||||||
| Tension anchor connection - softwood C24 with 15 mm OSB as intermediate layer | ||||||||||||
| Tensile force in anchor bolt: FB,Ed = kt x FEd | ||||||||||||
| Tension anchor connection - softwood C24 with 16 mm chipboard as intermediate layer | ||||||||||||
| Tensile force in anchor bolt: FB,Ed = kt x FEd | ||||||||||||
| Required number of fasteners for tension anchors Vplus Lx90x65x3.0 depending on the connection of tensile load FEd to softwood C24 | ||||||||||
| 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. |
| Required number of fasteners for tension anchors Vplus Lx90x65x4.0 depending on the connection of tensile load FEd to softwood C24 | ||||||||||
| 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. |
| Overview of load capacity tables for tension anchors HTA and VPlus | |||||||||||||
| 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 | Format in mm | U-washer/base plate | KLED | Load-bearing capacity per fastener (anchor nail or joist hanger screw in mm) in kN | Load-bearing capacity steel in kN | Coefficient kt(1) | |||||||
| 4x40 | 4x50 | 4x60 | 5x35 | 5x40 | 5x50 | ||||||||
| Vplus | Lx90x65x3.0 | Without specification | char. | FVM,Rk = | 1,68 | 1,99 | 2,15 | 1,92 | 2,15 | 2,29 | FS,Rk = | 36,2 | 1,0 |
| Short | FVM,Rk = | 1,16 | 1,38 | 1,49 | 1,33 | 1,49 | 1,59 | FS,Rd = | 29 | ||||
| Lx90x65x4.0 | Without specification | char. | FVM,Rk = | 1,56 | 1,87 | 1,93 | 1,85 | 2,07 | 2,29 | FS,Rk = | 48,3 | 1,0 | |
| Short | FVM,Rk = | 1,08 | 1,30 | 1,34 | 1,28 | 1,43 | 1,59 | FS,Rd = | 38,6 | ||||
| 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:
(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. | |||||||||||||
| Overview of load capacity tables for tension anchors HTA and VPlus | ||||||||||
| Required number of fasteners for Würth tension anchors HTA and Vplus on softwood C24 according to ETA 14/0274 and k mod of 0.9 | ||||||||||
| Required number of fasteners for tension anchors Vplus Lx90x65x3.0, HTA Lx60x60x3.0 and HTA Lx80x80x3.0 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 | 5x40 | 5x50 | 5x60 | 5x70 |
| 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 | 7 | 7 | 6 | 6 | 6 |
| 10 | 10 | 8 | 8 | 8 | 8 | 8 | 7 | 7 | 6 | 6 |
| 11 | 10 | 9 | 9 | 8 | 8 | 9 | 8 | 7 | 7 | 7 |
| 12 | 11 | 10 | 9 | 9 | 9 | 10 | 9 | 8 | 8 | 7 |
| 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 |
| 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. | ||||||||||