Hammer-in W-NA With M6 thread - ANC-(W-NA)-(A2K)-10/15-6X54

Hammer-in W-NA With M6 thread - ANC-(W-NA)-(A2K)-10/15-6X54 - 1

Hammer-in W-NA With M6 thread - ANC-(W-NA)-(A2K)-10/15-6X54 - 2

Hammer-in W-NA With M6 thread

Name: Hammer-in W-NA With M6 thread
Brand: Würth
SKU: 0905362015

ANC-(W-NA)-(A2K)-10/15-6X54

Art.-no. 0905362015

EAN 4052703452088

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Hammer-in W-NA With M6 thread

Art.-no. 0905362015

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Quantity

x 200 pcs

Exclusively for trade customers

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Very easy to install: position and hammer in. Ideal for fixtures that need to be removed again, for concrete with M6 connecting thread, washer and nut made of zinc plated steel.

Quick and easy installation.

Less drilling required due to reduced effective embedment depth of 25 mm.

Easy insertion: Simply hammer in - no torque required.

No special drills or setting tools required.

Push-through installation

Very low edge distances and spacings possible.

Load-controlled expansion anchor - expands when subjected to load.

Proof of Performance

Anchors in a redundant non-structural system in concrete: European Technical Approval ETA-11/0339.

Fire resistance: R30, R60, R90, R120 (base material: concrete C20/25 to C50/60): Technical Report TR 020 "Evaluation of anchorages in concrete concerning resistance to fire" (included in ETA-11/0339).

Notice

The nail anchor offers the benefits of a bolt anchor while also being easy to install; the nail anchor is simply knocked into the drill hole through the attached part.

Application area

Suspended ceilings

Create the drill hole

Clean the drill hole

Check the position of the nut

Insert W-NA through component and drive in

Apply torque T_inst≤ 4 Nm

Anchors in a redundant non-structural system in concrete: European Technical Approval ETA-11/0339.

Fire resistance: R30, R60, R90, R120 (base material: concrete C20/25 to C50/60): Technical Report TR 020 "Evaluation of anchorages in concrete concerning resistance to fire" (included in ETA-11/0339).

Product information

Würth Catalogue

Datasheets(X)

Certificates/ Documents

Application area

Anchors in a redundant non-structural system in non-load-bearing systems with approval in cracked concrete (tensile zone) and uncracked concrete (compression zone)

E.g. lightweight ceiling cladding and suspended ceilings, pipes, cable trays, metal profiles, perforated strips, wire hangers, vernier hangers, wooden strips, wooden laths, square timbers etc.

For use in reinforced or non-reinforced normal weight concrete with a concrete compressive strength of min. C12/15 and max. C50/60 in accordance with EN 206-1:2000-12

May only be used in dry indoor room conditions.

Anchor diameter	6 mm
Anchor length (l)	54 mm
Min./max. height of the fixture (t fix)	10-15 mm
Nominal drill-bit diameter (d 0)	6 mm
Effective anchoring depth (h ef)	30 mm
Effective anchoring depth reduced (h ef, red)	25 mm
Drill hole depth (h 0)	40 mm
Drill hole depth reduced (h 0, red)	35 mm
Minimum component thickness (h min)	80 mm
Through-hole in the component to be connected (d f)	7 mm
Material	Steel
Surface	Zinc plated

Performance data
Anchor diameter [mm]		6 (h_ef [mm] = 25)	6 (h_ef [mm] = 30)
Anchors in concrete in a non-structural system based on a redundant design (for all load directions) for c ≥ 100 mm and s ≥ 200 mm	F_adm [kN] ≥ C12/15	1,4	1,9
	F_adm [kN] ≥ C20/25 and ≤ C50/60 ¹⁾	2,1	2,8
Anchors in concrete in a non-structural system based on a redundant design (for all load directions) for c ≥ 50 mm and s ≥ 100 mm	F_adm [kN] ≥ C12/15	0,7	1,0
	F_adm [kN] ≥ C20/25 and ≤ C50/60 ¹⁾	1,0	1,2
Permissible bending moment	M_adm[Nm]	5,3	5,3
Admissible load when exposed to fire (Technical Report TR 020) For spacing and edge distances, see European Technical Approval ETA-08/0071	R30; F_adm [kN] ²⁾	0,6	0,9
	R60; F_adm [kN] ²⁾	0,6	0,7
	R90; F_adm [kN] ²⁾	0,5	0,5
	R120; F_adm [kN] ²⁾	0,4	0,4
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γ_F = 1.4 have been taken into account. For information on combining tensile and shear loads and the influence of the edge distance and anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Appendix C. ²⁾ The partial safety factors for load capacity when exposed to fire of γ_M,fi= 1.0, as recommended in the approval, and the partial safety factor of the effects of γ_F = 1.0 have been taken into account.

Characteristic values
Minimum member thickness	h_min [mm]	80	80
Effective anchorage depth	h_ef [mm]	25	30
Nominal drill diameter ³⁾	d₀ [mm]	6	6
Diameter of cutting edges³⁾	d_cut ≤ [mm]	6,4	6,4
Drill hole depth	h₀≥ [mm]	35	40
Through hole in the component being connected	d_f ≤ [mm]	7	7
³⁾ Tungsten carbide hammer drill bits must comply with the specifications set out in the information leaflet of the Deutsches Institut für Bautechnik (German Institute of Civil Engineering - DIBt) and the Association of German Tool Manufacturers (FWI) on the "characteristic values, requirements and tests for masonry drill bits with tungsten carbide cutting body which are used for the manufacture of drilled holes for anchoring". Würth hammer drill bits meet the specifications set out in the information leaflet.