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Pressure plate for tension anchor HTA

Tension anchor plate, HTA
TENSANCPLT-F.AIRTGT-HTA-58,5X50X10MM

Art.-no. 5392000105
EAN 4053479327334
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To increase the tension resistance of tension anchor HTA
  • Steel plate galvanised on all sides (S355 MC + Fe Zn 12c) as per EN 10025-2:2004

  • 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

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

For increasing the tension resistance of tension anchor HTA for anchoring supports, roof beams, timber frame constructions or solid wood elements.

Length x width x height

58.5 x 50 x 10 mm

Diameter of hole

17 mm

Number of holes

1 PCS

Weight

200 g

Surface

Zinc plated

Material

Steel / steel

Material standard

EN 10025- 2:2004

Approval

ETA-14/0274

Required number of fasteners for HTA Lx80x80x3.0 depending on the connection of tensile load FEd to softwood C24
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
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
Characteristic load-bearing capacity and design value of the load-bearing capacity ("short") in load case F1 for Würth tension anchor HTA according to ETA 14/0274
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
HTA 4x40 4x50 4x60 5x35 5x40 5x50
Lx60x60x3.0 U-washer 30x3 mm char. FVM,Rk = 1,59 1,87 1,93 1,88 2,10 2,29 FS,Rk =35.0 3,79
Short FVM,Rd = 1,10 1,30 1,34 1,30 1,46 1,59 FS,Rd =28.0
Lx60x60x3.0 Base plate 10 mm char. FVM,Rk = 1,59 1,87 1,93 1,88 2,10 2,29 FS,Rk =45.0 3,79
Short FVM,Rd = 1,10 1,30 1,34 1,30 1,46 1,59 FS,Rd =36.0
Tension anchor connection - softwood C24 with 16 mm chipboard as 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
4x40 4x50 4x60 5x35 5x40 5x50
HTA Lx60x60x3.0 U-washer 30x3 mm char. FVM,Rk = 1,97 2,06 2,15 2,03 2,18 2,33 FS,Rk =35.0 3,79
Short FVM,Rd = 1,37 1,43 1,49 1,40 1,51 1,61 FS,Rd =28.0
Lx60x60x3.0 Base plate 10 mm char. FVM,Rk = 1,97 2,06 2,15 2,03 2,18 2,33 FS,Rk =45.0 3,79
Short FVM,Rd = 1,37 1,43 1,49 1,40 1,51 1,61 FS,Rd =36.0
Tension anchor connection - softwood C24 with 15 mm OSB as 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
4x40 4x50 4x60 5x35 5x40 5x50
HTA Lx60x60x3.0 U-washer 30x3 mm char. FVM,Rk = 2,03 2,09 2,18 2,08 2,23 2,38 FS,Rk =35.0 3,79
Short FVM,Rd = 1,41 1,45 1,51 1,44 1,54 1,65 FS,Rd =28.0
Lx60x60x3.0 Base plate 10 mm char. FVM,Rk = 2,03 2,09 2,18 2,08 2,23 2,38 FS,Rk =45.0 3,79
Short FVM,Rd = 1,41 1,45 1,51 1,44 1,54 1,65 FS,Rd =36.0

Art.-no.
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