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High-performance anchor with hexagon head bolt W-HAZ-S/A4 - ANC-(W-HAZ/S)-A4-15-M10X108 High-performance anchor with hexagon head bolt W-HAZ-S/A4 - ANC-(W-HAZ/S)-A4-15-M10X108 High-performance anchor with hexagon head bolt W-HAZ-S/A4 - ANC-(W-HAZ/S)-A4-15-M10X108
High-performance anchor with hexagon head bolt W-HAZ-S/A4 - ANC-(W-HAZ/S)-A4-15-M10X108 - 1
High-performance anchor with hexagon head bolt W-HAZ-S/A4 - ANC-(W-HAZ/S)-A4-15-M10X108 - 2
High-performance anchor with hexagon head bolt W-HAZ-S/A4 - ANC-(W-HAZ/S)-A4-15-M10X108 - 3

High-performance anchor with hexagon head bolt W-HAZ-S/A4

High-performance anchor W-HAZ-S/A4 sst
ANC-(W-HAZ/S)-A4-15-M10X108

Art.-no. 5932615002
EAN 4052703213191
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High-performance anchor with hexagon head bolt W-HAZ-S/A4

Art.-no. 5932615002

Prices for customers after login
Quantity
PU
x 25 pcs

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Heavy-duty anchor for high loads in cracked and non-cracked concrete, clean finish on the attached part. Stainless steel A4
  • High load-bearing capacities

  • Time-saving push-through installation

  • Immediate load-bearing capacity – no waiting

  • Torque-controlled expanding A4 stainless 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–M16)


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 for use in dry indoor areas and also outdoors (including industrial atmospheres and coastal areas) or in damp rooms, provided that no particularly aggressive conditions are present

Metric anchor diameter

M10

Anchor length (l)

111 mm

Max. attachment height (t fix)

15 mm

Width across flats

17 mm

Nominal drill-bit diameter (d 0)

15 mm

Drill hole depth (h 1)

95 mm

Effective anchoring depth (h ef)

71 mm

Material

Stainless steel A4

Torque during anchoring (T inst)

50 Nm

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

17 mm

Anchor diameter [mm] M8 M10 M12 M16
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) 4,3 7,6 12,3 17,1
Compressive zone
(uncracked concrete C20/252))
minimum axis and edge distances
(scr,sp ≥ 3 hef, ccr, sp ≥ 1.5 hef) 		7,6 11,9 16,7 24,0
Admissible shear load1) on an individual anchor without the influence of the edge distance Tensile zone
(cracked concrete C20/252), c ≥ 10 hef) 		Vadm [kN] = C20/252) 12,6 19,4 24,5 34,3
Compressive zone
(uncracked concrete C20/252), c ≥ 10 hef) 		12,6 19,4 32,6 48,0
Admissible bending moment Madm [Nm] 11,9 23,8 42,1 106,2
For admissible load when exposed to fire (R30, R60, R90, R120), please refer to European Technical Approval ETA-02/0031
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.
Anchor diameter [mm] M8 M10 M12 M16
Minimum axis distance smin ≥ [mm] 50 60 70 80
for c ≥ [mm] 80 120 140 180
Axis distance Scr,N [mm] 180 213 240 300
Minimum edge distance cmin ≥ [mm] 50 60 70 80
for s ≥ [mm] 80 120 160 200
Edge distance ccr,N [mm] 90 106,5 120 150
Minimum member thickness hmin [mm] 120 140 160 200
Effective anchorage depth hef [mm] 60 71 80 100
Nominal drill ∅ d0 [mm] 12 15 18 24
Drill cutting ∅ dcut ≤ [mm] 12,5 15,5 18,5 24,55
Drill hole depth h1 ≥ [mm] 80 95 105 130
Through hole in the component being connected df ≥ [mm] 14 17 20 26
Torque while installing anchor W-HAZ-B/A4 Tinst = [Nm] 35 55 90 170
W-HAZ-S/A4 30 50 80 170
W-HAZ-SK/A4 17,5 42,5 50 -

Art.-no.
Cust. Mat. No.

Hazardous Material

Product information

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Datasheets()

Datasheets ()

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Technical information
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