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 4053479553931

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Prices for customers after login

Pressure plate for tension anchor HTA

Art.-no. 5392000105

Prices for customers after login

Quantity

Exclusively for trade customers

Specification

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".

CE labelling as per European Technical Approval ETA-14/0274

Application area

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

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	Format in mm	U-washer/base plate	KLED		4x40	4x50	4x60	5x35	5x40	5x50	Load-bearing capacity steel in kN	Coefficient kt
	Lx60x60x3.0	U-washer 30x3 mm	char.	F_VM,Rk =	1,59	1,87	1,93	1,88	2,10	2,29	F_S,Rk =35.0	3,79
	Lx60x60x3.0	U-washer 30x3 mm	Short	F_VM,Rd =	1,10	1,30	1,34	1,30	1,46	1,59	F_S,Rd =28.0	3,79
	Lx60x60x3.0	Base plate 10 mm	char.	F_VM,Rk =	1,59	1,87	1,93	1,88	2,10	2,29	F_S,Rk =45.0	3,79
	Lx60x60x3.0	Base plate 10 mm	Short	F_VM,Rd =	1,10	1,30	1,34	1,30	1,46	1,59	F_S,Rd =36.0	3,79

Required number of fasteners for HTA Lx80x80x3.0 depending on the connection of tensile load FEd to softwood C24
F_Ed 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

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 k_t
Type	Format in mm	U-washer/base plate	KLED		4x40	4x50	4x60	5x35	5x40	5x50	Load-bearing capacity Steel in kN	Coefficient k_t
HTA	Lx60x60x3.0	U-washer 30x3 mm	char.	F_VM,Rk =	1,97	2,06	2,15	2,03	2,18	2,33	F_S,Rk =35.0	3,79
	Lx60x60x3.0	U-washer 30x3 mm	Short	F_VM,Rd =	1,37	1,43	1,49	1,40	1,51	1,61	F_S,Rd =28.0	3,79
	Lx60x60x3.0	Base plate 10 mm	char.	F_VM,Rk =	1,97	2,06	2,15	2,03	2,18	2,33	F_S,Rk =45.0	3,79
	Lx60x60x3.0	Base plate 10 mm	Short	F_VM,Rd =	1,37	1,43	1,49	1,40	1,51	1,61	F_S,Rd =36.0	3,79

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 k_t
Type	Format in mm	U-washer/base plate	KLED		4x40	4x50	4x60	5x35	5x40	5x50	Load-bearing capacity Steel in kN	Coefficient k_t
HTA	Lx60x60x3.0	U-washer 30x3 mm	char.	F_VM,Rk =	2,03	2,09	2,18	2,08	2,23	2,38	F_S,Rk =35.0	3,79
	Lx60x60x3.0	U-washer 30x3 mm	Short	F_VM,Rd =	1,41	1,45	1,51	1,44	1,54	1,65	F_S,Rd =28.0	3,79
	Lx60x60x3.0	Base plate 10 mm	char.	F_VM,Rk =	2,03	2,09	2,18	2,08	2,23	2,38	F_S,Rk =45.0	3,79
	Lx60x60x3.0	Base plate 10 mm	Short	F_VM,Rd =	1,41	1,45	1,51	1,44	1,54	1,65	F_S,Rd =36.0	3,79