Welcome to Würth Canarias For trade customers only
Tension anchor HTA
Tension anchor HTA - 1 Tension anchor HTA - 2
Tension anchor HTA - 1
Tension anchor HTA - 2

The images are examples. For detailed information, other images and documents, please select individual articles from the following table.

Tension anchor HTA

Single-piece or two-piece, high-load-bearing tension anchor system for anchoring the base of wood elements in wood, steel or concrete substructures.

See product details

Available in 4 versions

Show variants

Prices for customers after login

Exclusively for trade customers

Register now and access more than 125,000 products

Variants

Exclusively for trade customers

Register now and access more than 125,000 products

Login/Register

Call customer service: +34928189825

Prices for customers after login

  • Extremely high load-bearing capacities

  • Compact design with small base plate for confined spaces

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

  • Extra-long back panel for optimum placement of the required number of screws/nails whilst complying with the requisite edge clearance on the wooden frame

  • Sheet metal 12-µm hot-dip galvanised on both sides (S355 MC + Fe Zn 12c) in line with EN 10025-2:2004 3.0 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.

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 = 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 x FVM,Rd; FS,Rd} with n = number of nails
The design value of the tensile force in the anchor bolt FB,Ed is to be calculated with 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.
The specified values given were calculated on the assumption of an immovable intermediate layer according to Blass and Laskewitz "Load-bearing capacity of connections with pin-shaped fasteners and intermediate layers".

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