Pressure plate for tension anchor HTA
Tension anchor plate, HTA
AC-BASEPLT-HTA-TENSANC-58,5X50X10MM
-,--
price per selected packing unit | Individual prices for customers after login
price per selected packing unit | Individual prices for customers after login
Show availability in Würth trade store
In order to check the stock in a Würth branch, please log in.
If you have any questions, please call our service hotline at +49 7940 15-2400.
You are not yet a Würth customer or do not yet have access data to the Online Shop? Then register now in just a few steps. After a successful check of the entered data, you will have immediate access to the stock inquiry as well as all prices and can immediately order.
Exclusively for trade customers
Register now and access more than 125,000 products
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: |
CE labelling as per European Technical Approval ETA-14/0274
Product information
Datasheets(X)
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 |
| 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. |