High-performance anchor with hexagon screw

Name: High-performance anchor with hexagon screw
Brand: Würth
SKU: 0905212002

High-performance anchor W-HAZ steel zn ptd. type S
ANC-(W-HAZ/S)-(A2K)-10-M8X85

Art.-no. 0905212002

EAN 4052712221545

All versions

Specification

Heavy-duty anchor for high loads in cracked and non-cracked concrete, clean finish on the attached part. Zinc-plated steel

Proof of Performance

ETA-02/0031 for individual attachment, option 1, cracked and non-cracked concrete, seismic performance category C1 and C2

Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 1363-1:1999-10 (uniform temperature-time curve)

Application area

Create the drill hole

Clean the drill hole

ETA-02/0031 for individual attachment, option 1, cracked and non-cracked concrete, seismic performance category C1 and C2

Fire resistance: F30, F60, F90 and F120; exposure to fire according to DIN 1363-1:1999-10 (uniform temperature-time curve)

Application areaIndividual attachment with approval

Normal concrete C20/25 to C50/60 (cracked and non-cracked concrete, seismic performance category C1 and C2 for sizes M8–M20)

e.g. metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, railings, machines etc.

Individual attachment without approval

Can be used in concrete < C20/25 and compression-proof natural stone

W-HAZ/S approved only for use in dry indoor room conditions

Metric anchor diameter	M8
Anchor length (l)	87 mm
Max. attachment height (t fix)	10 mm
Width across flats	13 mm
Nominal drill-bit diameter (d 0)	12 mm
Drill hole depth (h 1)	80 mm
Effective anchoring depth (h ef)	60 mm
Material	Steel
Surface	Zinc plated
Torque during anchoring (T inst)	30 Nm
Through-hole in the component to be connected (d f)	14 mm

Performance data
Anchor diameter [mm]			M6	M8	M10	M12	M16	M16L	M20
Admissible centric tension load¹⁾ on an individual anchor without the influence of the edge distance	Tensile zone (cracked concrete C20/25²⁾, s ≥ 3 h_ef, c ≥ 1.5 h_ef)	N_adm [kN] = C20/25²⁾	2,4	5,7	7,6	12,3	17,1	21,1	24,0
	Compressive zone (uncracked concrete C20/25²⁾) minimum axis and edge distances (s_cr,sp ≥ 5 h_ef, c_{cr, sp} ≥ 2.5 h_ef)	N_adm [kN] = C20/25²⁾	7,6	9,5	14,3	17,2	24,0	29,6	33,5
Admissible shear load¹⁾on an individual anchor without the influence of the edge distance	Tensile zone (cracked concrete C20/25²⁾, c ≥ 10 h_ef) W-HAZ-B/S/W-HAZ-S/S and W-HAZ-SK/S	V_adm [kN] = C20/25²⁾	9.1/10.1	14.0/15.9	20.5/20.5	24.5/24.5	34.3/34.3	42.3/42.3	47.9/47.9
	Compressive zone (uncracked concrete C20/25²⁾, c ≥ 10 h_ef) W-HAZ-B/S/W-HAZ-S/S and W-HAZ-SK/S	V_adm [kN] = C20/25²⁾	9.1/10.1	14.0/17.1	20.7/27.5	34.3/34.3	48.0/48.0	52.1/59.2	67.1/67.1
Admissible bending moment		M_adm [Nm]	6,9	17,1	34,3	60	152	152	296,6
For admissible load when exposed to fire (R30, R60, R90, R120), please refer to European Technical Approval ETA-02/0031
Fire resistance rating		F30 [kN]	1,8	2,6	7,0	10,0	16,0	-	-