High-performance anchor with hexagon screw

Name: High-performance anchor with hexagon screw
Brand: Würth
SKU: 0905212001

High-performance anchor W-HAZ steel zn ptd. type S
ANC-(W-HAZ/S)-(A2K)-0-M8X75

Art.-no. 0905212001

EAN 4038898706977

All versions

Price for selected packaging unit

High-performance anchor with hexagon screw

Art.-no. 0905212001

Price for selected packaging unit

Quantity

x 50 pcs

Exclusively for trade customers

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

Product information

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

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)	75 mm
Max. attachment height (t fix)	0 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

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

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