High-performance anchor with hexagon screw - ANC-(W-HAZ/S)-(A2K)-50-M16X180

High-performance anchor with hexagon screw - ANC-(W-HAZ/S)-(A2K)-50-M16X180 - 1

High-performance anchor with hexagon screw

Name: High-performance anchor with hexagon screw
Brand: Würth
SKU: 0905224003

High-performance anchor W-HAZ steel zn ptd. type S
ANC-(W-HAZ/S)-(A2K)-50-M16X180

Art.-no. 0905224003

EAN 4038898663010

All versions

Specification

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

High load-bearing capacities

Time-saving push-through installation

Immediate load-bearing capacity — no waiting

Torque-controlled expanding galvanised steel anchor

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)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-02/0031)

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)

Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-02/0031)

Application

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

Technical information

Metric anchor diameter	M16
Anchor length (l)	182 mm
Max. attachment height (t fix)	50 mm
Width across flats	24 mm
Nominal drill-bit diameter (d 0)	24 mm
Drill hole depth (h 1)	130 mm
Effective anchoring depth (h ef)	100 mm
Material	Steel
Surface	Zinc plated
Torque during anchoring (T inst)	160 Nm
Through-hole in the component to be connected (d f)	26 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	-	-
		F60 [kN]	0,85	1,4	2,9	4,1	6,9	-	-
		F90 [kN]	0,55	0,95	1,75	2,5	4,25	-	-
		F120 [kN]	0,4	0,75	1,2	1,7	3,0	-	-
¹⁾ The partial safety factors of the resistances regulated in the approval and a partial safety factor of the actions of γF = 1.4 have been taken into account. For information on combining tensile and shear loads, on the influence of the edge distance, and on anchor groups, please refer to the European Technical Approval Guidelines (ETAG), Annex C. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ For Würth W-HAZ-SK/S

Characteristic values
Minimum axis distance	s_min≥ [mm]	50	50	60	70	100	100	125
Minimum axis distance	for c ≥ [mm]	50	80	120	140	180	180	300
Axis distance	s_{cr, N} [mm]	150	180	213	240	300	345	375
Minimum edge distance	c_min ≥ [mm]	50	60	70	80	100	100	180
Minimum edge distance	for s ≥ [mm]	100	120	175	200	220	220	540
Edge distance	c_{cr, N} [mm]	75	90	106,5	120	150	172,5	187,5
Minimum member thickness	h_min [mm]	100	120	140	160	200	230	250
Effective anchorage depth	h_ef[mm]	50	60	71	80	100	115	125
Nominal drill ∅	d₀ [mm]	10	12	15	18	24	24	28
Drill cutting ∅	d_cut ≤ [mm]	10,45	12,5	15,5	18,5	24,55	24,55	28,55
Drill hole depth	h₁ ≥ [mm]	65	80	95	105	130	145	160
Through hole in the component being connected	d_f ≤ [mm]	12	14	17	20	26	26	31
Torque while installing anchor	T_inst = [Nm]	15/10³⁾	30/25³⁾	50/55³⁾	80/70³⁾	160	160	280