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High-performance anchor with threaded bolt - ANC-(W-HAZ/B)-(A2K)-10-M8X90 High-performance anchor with threaded bolt - ANC-(W-HAZ/B)-(A2K)-10-M8X90 High-performance anchor with threaded bolt - ANC-(W-HAZ/B)-(A2K)-10-M8X90
High-performance anchor with threaded bolt - ANC-(W-HAZ/B)-(A2K)-10-M8X90 - 1
High-performance anchor with threaded bolt - ANC-(W-HAZ/B)-(A2K)-10-M8X90 - 2
High-performance anchor with threaded bolt - ANC-(W-HAZ/B)-(A2K)-10-M8X90 - 3

High-performance anchor with threaded bolt

High-performance anchor W-HAZ steel zn ptd. type B
ANC-(W-HAZ/B)-(A2K)-10-M8X90

Art.-no. 0905212102
EAN 4038898706892
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High-performance anchor with threaded bolt

Art.-no. 0905212102

Prices for customers after login
Quantity
PU
x 50 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
  • 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)
Product information

Würth Catalogue

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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

M8

Anchor length (l)

90 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

Torque during anchoring (T inst)

30 Nm

Through-hole in the component to be connected (d f)

14 mm

Material

Steel

Surface

Zinc plated

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 hef, c ≥ 1.5 hef) 		Nadm [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
(scr,sp ≥ 5 hef, ccr, sp ≥ 2.5 hef) 		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 hef)
W-HAZ-B/S/W-HAZ-S/S and W-HAZ-SK/S 		Vadm [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 hef) W-HAZ-B/S/W-HAZ-S/S and W-HAZ-SK/S 		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 Madm [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 - -
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. 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.
Minimum spacing smin ≥ [mm] 50 50 60 70 100 100 125
for c ≥ [mm] 50 80 120 140 180 180 300
Spacing scr, N [mm] 150 180 213 240 300 345 375
Minimum edge distance cmin ≥ [mm] 50 60 70 80 100 100 180
for s ≥ [mm] 100 120 175 200 220 220 540
Edge distance ccr, N [mm] 75 90 106,5 120 150 172,5 187,5
Minimum member thickness hmin [mm] 100 120 140 160 200 230 250
Effective anchorage depth hef [mm] 50 60 71 80 100 115 125
Nominal drill diameter d0 [mm] 10 12 15 18 24 24 28
Diameter of cutting edges dcut ≤ [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 df ≤ [mm] 12 14 17 20 26 26 31
Torque while installing anchor Tinst = [Nm] 15/103) 30/253) 50/553) 80/703) 160 160 280

Art.-no.
Cust. Mat. No.

Hazardous Material

Product information

Würth Catalogue

Datasheets()

Datasheets ()

CAD data  | 

Certificates/ Documents

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Technical information
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