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Tension anchor HTA - TENSANC-HTA-BASEPLT-540X60X60X3,0MM Tension anchor HTA - TENSANC-HTA-BASEPLT-540X60X60X3,0MM Tension anchor HTA - TENSANC-HTA-BASEPLT-540X60X60X3,0MM
Tension anchor HTA - TENSANC-HTA-BASEPLT-540X60X60X3,0MM - 1
Tension anchor HTA - TENSANC-HTA-BASEPLT-540X60X60X3,0MM - 2
Tension anchor HTA - TENSANC-HTA-BASEPLT-540X60X60X3,0MM - 3

Tension anchor HTA

Tension anchor, HTA
TENSANC-HTA-BASEPLT-540X60X60X3,0MM

Art.-no. 5392000154
EAN 4053479553894
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Tension anchor HTA

Art.-no. 5392000154

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Quantity
PU

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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

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

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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; W-VM 250


The HTA tension anchor must be mounted with a washer or solid pressure plates for HTA tension anchors.
  • Foot plate 60x60 mm = washer 30x3 or base plate d = 10 mm

  • Foot plate 80x80 mm = washer 37x3 or base plate d = 20 mm

Width x height x depth

60 x 540 x 60 mm

Baseplate thickness

9 mm

Thickness

3 mm

Hole diameter in subcarrier nJ/main carrier nH

5.1 / 17 mm

Number of holes in subcarrier nJ + main carrier nH

42 + 1 PCS

Weight

1130 g

Approval

ETA-14/0274

Distance between support and centre of hole

37 mm

Min. handle width

60 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 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
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.
FEd

in kN 		Würth anchor nail in mm
Load-bearing capacity class 3
4x40 4x50 4x60 4x75 4x100 		ASSY 3.0 joist hanger screw in mm ETA-11/0190

5x35 5x40 5x50 5x60 5x70
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
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
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
FEd Würth anchor nail in mm load-bearing capacity class 3 ASSY 3.0 joist hanger screw in mm ETA-11/0190
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.
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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