High-performance anchor with threaded bolt - ANC-(W-HAZ/B)-(A2K)-100-M6X167

High-performance anchor with threaded bolt - ANC-(W-HAZ/B)-(A2K)-100-M6X167 - 1

High-performance anchor with threaded bolt

Name: High-performance anchor with threaded bolt
Brand: Würth
SKU: 0905210105

High-performance anchor W-HAZ steel zn ptd. type B
ANC-(W-HAZ/B)-(A2K)-100-M6X167

Art.-no. 0905210105

EAN 4038898706878

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High-performance anchor with threaded bolt

Art.-no. 0905210105

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x 25 pcs

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Heavy-duty anchor for high loads in cracked and non-cracked concrete. 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

Product information

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

Application area

Individual 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

Approved only for use in dry indoor room conditions

Metric anchor diameter	M6
Anchor length (l)	167 mm
Max. attachment height (t fix)	100 mm
Width across flats	10 mm
Nominal drill-bit diameter (d 0)	10 mm
Drill hole depth (h 1)	65 mm
Effective anchoring depth (h ef)	50 mm
Torque during anchoring (T inst)	15 Nm
Through-hole in the component to be connected (d f)	12 mm
Material	Steel
Surface	Zinc plated

Performance data
Anchor diameter [mm]			M6	M8	M10	M12	M16	M16L	M20
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	-	-
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 spacing 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
Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Approval ETA-02/0031
Fire resistance rating		F30 [kN]	1,8	2,6	7,0	10,0	16,0	-	-
		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. Please refer to the European Technical Approval Guidelines (ETAG), Appendix C, for information on combining tensile and shear loads, the influence of the edge distance and groups of anchors. ²⁾ The concrete has normal reinforcement. Higher values are possible for higher concrete compressive strengths. ³⁾ For Würth W-HAZ-SK/S.

Characteristic values
Nominal drill diameter	d₀ [mm]	10	12	15	18	24	24	28
Diameter of cutting edges	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
Minimum spacing	s_min ≥ [mm]	50	50	60	70	100	100	125
Minimum spacing	for c ≥ [mm]	50	80	120	140	180	180	300
Spacing	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