Pressure plate for tension anchor HTA
Tension anchor plate, HTA
TENSANCPLT-F.AIRTGT-HTA-58,5X50X10MM
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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: |
| 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". |
Datasheets(X)
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 |
| 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. |
| Tensile force in anchor bolt: FB,Ed = kt x FEd | ||||||||||||
| Tensile force in anchor bolt: FB,Ed = kt x FEd | ||||||||||||
| Tensile force in anchor bolt: FB,Ed = kt x FEd | ||||||||||||
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