Tension anchor HTA - TENSANC-HTA-BASEPLT-620X80X80X3,0MM

Tension anchor HTA - TENSANC-HTA-BASEPLT-620X80X80X3,0MM - 1

Tension anchor HTA

Name: Tension anchor HTA
Brand: Würth
SKU: 5392000162

Tension anchor, HTA
TENSANC-HTA-BASEPLT-620X80X80X3,0MM

Art.-no. 5392000162

EAN 4053479327310

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Price for selected packaging unit

Tension anchor HTA

Art.-no. 5392000162

Price for selected packaging unit

Quantity

x 10 pcs

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

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

Anchor fastening: The respective basic conditions of the applicable anchor approval must be observed.

Available work documents: Load tables and detailed installation instructions can be found on the service page www.wuerth.de/holzverbinder

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Base anchoring of supports, roof beams, timber frame constructions or solid wood elements in wood, steel or concrete substrates.

Instructions

Suitable fasteners:

Ring-shank/grooved nails in accordance with EN 14592: 4.0 x 40 to 100 mm

ASSY 4.0 joist hanger screw in accordance with ETA-11/0190 or EN 14592

Bolts in accordance with manufacturers' specifications

Recommended anchors for fastening in concrete: W-BS; W-FAZ; W-VIZ; W-VM 250

The HTA tension anchor must be fastened using a washer or solid pressure plates for HTA tension anchors.

Footplate 60x60 mm = washer 30x3 or base plate d = 10 mm

Footplate 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

Vplus	Lx90x65x3.0	Without specification	char.	F_VM,Rk =	1,68	1,99	2,15	1,92	2,15	2,29	FS,Rk =	36,2	1,0
			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.

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