Pressure plate for tension anchor HTA
Tension anchor plate, HTA
TENSANCPLT-F.AIRTGT-HTA-58,5X50X10MM
![](https://media.wuerth.com/source/eshop/stmedia/wuerth/images/std.lang.all/resolutions/category/78px/148332.jpg)
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- 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
CE labelling as per European Technical Approval ETA-14/0274
Notes: |
CE labelling as per European Technical Approval ETA-14/0274
Datasheets(X)
For increasing the tension resistance of tension anchor HTA for anchoring supports, roof beams, timber frame constructions or solid wood elements.
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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 |
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 | ||||||||||||
Tensile force in anchor bolt: FB,Ed = kt x FEd |
Tension anchor connection - softwood C24 with 15 mm OSB as intermediate layer | ||||||||||||
Tensile force in anchor bolt: FB,Ed = kt x FEd |
Tension anchor connection - softwood C24 with 16 mm chipboard as intermediate layer | ||||||||||||
Tensile force in anchor bolt: FB,Ed = kt x FEd |
Required number of fasteners for HTA Lx80x80x3.0 depending on the connection of tensile load FEd to softwood C24 | ||||||||||
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. |