Pressure plate for tension anchor HTA

Name: Pressure plate for tension anchor HTA
Brand: Würth
SKU: 5392000105

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

Art.-no. 5392000105

EAN 4053479327334

All versions

Price for selected packaging unit

Pressure plate for tension anchor HTA

Art.-no. 5392000105

Price for selected packaging unit

Quantity

x 20 pcs

Exclusively for trade customers

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

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 ρ_k ≥ 350 kg/m³. Design value of the load-bearing capacity of a fastener: F_VM,Rd = k_mod/g_M = F_1,Rk with g_M = 1.3 Design value of the steel load-bearing capacity of the tension anchor: F_S,Rd = F_S,Rk/g_M2 with g_M2 = 1.25 Design value of the total load-bearing capacity: F_1,Rd = min {n x F_VM,Rd; F_S,Rd} with n = number of nails The design value of the tensile force in the anchor bolt F_B,Edis to be calculated with the design value of the tensile force of a tension anchor F_Ed. 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".

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

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

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 ρ_k = 350 kg/m³ and for k_mod = 0.9.