Tension anchor HTA
Tension anchor, HTA
TENSANC-HTA-BASEPLT-620X80X80X3,0MM
Art.-no. 5392000162
EAN 4053479327310
 
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- Extremely high load-bearing capacities
- Compact design with a small seat for confined spaces
- Indirect fastening (max. 26 mm) via an intermediate layer (e.g. OSB)
- Extra-long back plate for optimal positioning of the required number of screws or nails, while complying with the required edge distances on the wooden frame
- 12 µm thick sheet metal hot-dip galvanised on both sides (S355 MC + Fe Zn 12c) in accordance with EN 10025-2:2004 with a thickness of 3.0 mm
- Application in utilisation class 1 and 2 in accordance with EN 1995:2013
CE labelling as per European Technical Approval ETA-14/0274
- The respective permissible edge distances and spacings of the fasteners must be observed.
- Available work documents: Load tables and detailed installation instructions can be found on the service page www.wuerth.de/holzverbinder
Datasheets(X)
Base anchoring of supports, roof beams, timber frame constructions or solid wood elements in wood, steel or concrete substrates.
Suitable fasteners:
- Ring-shank nails in accordance with EN 14592: 4.0 x 40 to 60 mm
- ASSY 4.0 joist hanger screw in accordance with ETA-11/0190
- Bolts in accordance with manufacturer's specifications
- Recommended anchors for fastening in concrete: W-BS; W-FAZ; W-VIZ; W-VM 250
- The respective permissible edge distances and spacings of the fasteners must be observed.
HTA tension ties must be fastened with washers or solid bearing plates.
- Seat 60x60 mm = washer 30x3 or base plate d = 10 mm
- Seat 80x80 mm = washer 37x3
|  | |
| Width x height x depth | 80 x 620 x 80 mm | 
| Baseplate thickness | 9 mm | 
| Thickness | 3 mm | 
| Hole diameter in subcarrier nJ/main carrier nH | 5.1 / 21 mm | 
| Number of holes in subcarrier nJ + main carrier nH | 52 + 1 PCS | 
| Weight | 1800 g | 
| Approval | ETA-14/0274 | 
| Distance between support and centre of hole | 41 mm | 
| Min. handle width | 80 mm | 
| Recommended type of anchor | W-VM250; W-FAZ | 
| Material | Sheet steel | 
| Material designation | S355MC | 
| Material standard | EN 10025- 2:2004 | 
| Surface | Zinc plated | 
| 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 (anchor nail or joist hanger screw in mm) in kN | Load-bearing capacity steel in kN | Coefficient kt | 4x40 | 4x50 | 4x60 | 5x35 | 5x40 | 5x50 | 
| Vplus | Lx90x65x3.0 | Without specification | char. | FVM,Rk = | 1,57 | 1,87 | 1,93 | 1,88 | 2,14 | 2,29 | FS,Rk = | 36,2 | 1,0 | 
| Short | FVM,Rd = | 1,08 | 1,30 | 1,34 | 1,30 | 1,48 | 1,59 | FS,Rd = | 29 | ||||
| Lx90x65x4.0 | Without specification | char. | FVM,Rk = | 1,57 | 1,87 | 1,93 | 1,88 | 2,14 | 2,29 | FS,Rk = | 48,3 | 1,0 | |
| Short | FVM,Rd = | 1,08 | 1,30 | 1,34 | 1,30 | 1,48 | 1,59 | FS,Rd = | 38,6 | ||||
| HTA | Lx60x60x3.0 | U-washer 30x3 mm | char. | FVM,Rk = | 1,57 | 1,87 | 1,93 | 1,88 | 2,14 | 2,29 | FS,Rk = | 32,5 | 1,1 | 
| Short | FVM,Rd = | 1,08 | 1,30 | 1,34 | 1,30 | 1,48 | 1,59 | FS,Rd = | 26 | ||||
| Lx60x60x3.0 | Base plate 10 mm | char. | FVM,Rk = | 1,57 | 1,87 | 1,93 | 1,88 | 2,14 | 2,29 | FS,Rk = | 45 | 1,1 | |
| Short | FVM,Rd = | 1,08 | 1,30 | 1,34 | 1,30 | 1,48 | 1,59 | FS,Rd = | 36 | ||||
| Lx80x80x3.0 | U-washer 37x3 mm | char. | FVM,Rk = | 1,57 | 1,87 | 1,93 | 1,88 | 2,14 | 2,29 | FS,Rk = | 60 | 1,1 | |
| short | FVM,Rd = | 1,08 | 1,30 | 1,34 | 1,30 | 1,48 | 1,59 | FS,Rd = | 48 | 1,1 | |||
| Tensile force in anchor bolt: FB,Ed = kt x FEd | |||||||||||||
| Notes: 
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