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W-FAZ/S Fixanchor with large washer DIN EN ISO 7093-1 (DIN 9021) - ANC-(W-FAZ/S)-WSH-(A2K)-50-70-M12X145 W-FAZ/S Fixanchor with large washer DIN EN ISO 7093-1 (DIN 9021) - ANC-(W-FAZ/S)-WSH-(A2K)-50-70-M12X145
W-FAZ/S Fixanchor with large washer DIN EN ISO 7093-1 (DIN 9021) - ANC-(W-FAZ/S)-WSH-(A2K)-50-70-M12X145 - 1
W-FAZ/S Fixanchor with large washer DIN EN ISO 7093-1 (DIN 9021) - ANC-(W-FAZ/S)-WSH-(A2K)-50-70-M12X145 - 2

W-FAZ/S Fixanchor with large washer DIN EN ISO 7093-1 (DIN 9021)

Fixanchor W-FAZ w/ large washer steel zinc plated
ANC-(W-FAZ/S)-WSH-(A2K)-50-70-M12X145

Art.-no. 5928312050
EAN 4056808276709
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W-FAZ/S Fixanchor with large washer DIN EN ISO 7093-1 (DIN 9021)

Art.-no. 5928312050

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PU

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Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated
  • High loads, small spacing and edge distance

  • Immediate load-bearing capacity, no waiting times

  • Time-saving in-place installation

  • Reduced effective anchorage depth

  • Minimised drilling, time-saving

  • Versatile applications
Proof of Performance
  • Approval ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8–M16)

  • Fire resistance (M8–M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature-time curve)

  • Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)
Application area

Create the drill hole

10

Knock in anchor with mason's mallet or machine setting tool

Set anchor in place

Apply torque
  • Approval ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8–M16)

  • Fire resistance (M8–M16): F30, F60, F90 and F120; exposure to fire according to DIN 4102-2:1977-09 (uniform temperature-time curve)

  • Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)
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Application area

Individual fixing point with approval


Standard concrete C20/25 to C50/60 (cracked and uncracked concrete, seismic performance category C1 and C2)


For the attachment of e.g. metal structures, metal profiles, brackets, base plates, supports, cable conduits, pipes, railings, wooden structures, roof beams, etc.



Individual fixing point without approval


For use in concrete < C20/25 and pressure-resistant natural stone



W-FAZ/S may only be used in dry indoor room conditions

Metric anchor diameter

M12

Anchor length (l)

145 mm

Attachment height (t fix)

50 mm

Max. attachment height reduced (t fix, red)

70 mm

Effective anchoring depth (h ef)

70 mm

Effective anchoring depth reduced (h ef, red)

50 mm

Disc diameter x disc thickness

37 x 3 mm

Width across flats

19 mm

Nominal drill-bit diameter (d 0)

12 mm

Drill hole depth (h 1)

90 mm

Drill hole depth reduced (h 1, red)

70 mm

Material

Steel

Surface

Zinc plated

Torque during anchoring (T inst)

45 Nm

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

14 mm

Approval

ETA-99/0011

Anchor diameter [mm] M8 M10 M12 M16 M20 M24 M27
Standard effective anchorage depth/
Reduced effective anchorage depth
hef/hef,red [mm] 		46 353) 60 40 70 50 85 65 100 115 125
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 2,4 4,3 3,6 7,6 6,1 11,9 9,0 17,1 21,1 24,0
Compressive zone (non-cracked concrete C20/252) (scr,sp and ccr,sp
see approval) 		5,7 3,6 7,6 4,3 11,9 8,5 16,7 12,6 24,0 29,7 33,6
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) 7,0 7,0 11,5 10,4 17,1 14,5 31,4 21,6 37,1 59,2 67,1
Compressive zone (non-cracked concrete
C20/252),
c ≥ 10 hef) 		7,0 7,0 11,5 11,5 17,1 17,1 31,4 30,2 37,1 65,1 94,1
Admissible bending moment Madm. [Nm] 13,1 13,1 26,9 26,9 46,9 46,9 123,4 123,4 195,0 513,1 760,9
Admissible load when exposed to fire (R30, R60, R90, R120) see European Technical Assessment ETA-99/0011
Fire resistance rating F30 [kN] 2,0 - 5,6 - 9,0 - 16,0 - - - -
F60 [kN] 1,0 - 2,2 - 3,5 - 7,0 - - - -
F90 [kN] 0,65 - 1,3 - 2,0 - 4,3 - - - -
F120 [kN] 0,5 - 0,8 - 1,3 - 3,0 - - - -
1) The partial safety factors of the resistances regulated in the approval and a partial safety factor of the effects 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) The use is limited to the anchorage of statically indeterminate systems.
Anchor diameter [mm] M8 M10 M12 M16 M20 M24 M27
Standard effective anchorage depth/
Reduced effective anchorage depth
hef/hef,red [mm] 		46 353) 60 40 70 50 85 65 100 115 125
Embedment depth hnom [mm] 52 41 68 48 80 60 97 77 114 133 146
Spacing Scr,N [mm] 138 105 180 120 210 150 255 195 300 345 375
Edge distance Ccr,N [mm] 69 52,5 90 60 105 75 127,5 97,5 150 172,5 187,5
Standard minimum member thickness hstd ≥ [mm] 100 _ 120 _ 140 _ 170 _ 200 230 250
Minimum spacing
Cracked concrete 		smin ≥ [mm] 40 _ 45 _ 60 _ 60 _ 95 100 125
Minimum spacing
Non-cracked concrete 		smin ≥ [mm] 40 _ 45 _ 60 _ 65 _ 90 100 125
Minimum spacing
Cracked concrete 		for c ≥ [mm] 70 _ 70 _ 100 _ 100 _ 150 180 300
Minimum spacing
Non-cracked concrete 		for c ≥ [mm] 80 _ 70 _ 120 _ 120 _ 180 180 300
Minimum edge distance
Cracked concrete 		cmin ≥ [mm] 40 _ 45 _ 60 _ 60 _ 95 100 180
Minimum edge distance
Non-cracked concrete 		cmin ≥ [mm] 50 _ 50 _ 75 _ 80 _ 130 100 180
Minimum edge distance
Cracked concrete 		for s ≥ [mm] 80 _ 90 _ 140 _ 180 _ 200 220 540
Minimum edge distance
Non-cracked concrete 		for s ≥ [mm] 100 _ 100 _ 150 _ 150 _ 240 220 540
Reduced minimum member thickness hmin [mm] 80 80 100 80 120 100 140 140 - - -
Minimum spacing
Cracked concrete 		smin ≥ [mm] 40 50 45 50 60 50 70 65 - - -
Minimum spacing
Non-cracked concrete 		smin ≥ [mm] 40 50 60 50 60 50 80 65 - - -
Minimum spacing
Cracked concrete 		for c ≥ [mm] 70 60 90 100 100 160 160 170 - - -
Minimum spacing
Non-cracked concrete 		for c ≥ [mm] 80 60 140 100 120 160 180 170 - - -
Minimum edge distance
Cracked concrete 		cmin ≥ [mm] 40 40 50 65 60 65 80 100 - - -
Minimum edge distance
Non-cracked concrete 		cmin ≥ [mm] 50 40 90 65 75 100 90 170 - - -
Minimum edge distance
Cracked concrete 		for s ≥ [mm] 80 185 115 180 140 250 180 250 - - -
Minimum edge distance
Non-cracked concrete 		for s ≥ [mm] 100 185 140 180 150 185 200 65 - - -
Nominal drill diameter d0 [mm] 8 10 12 16 20 24 28
Diameter of cutting edges dcut ≤ [mm] 8,45 10,45 12,5 16,5 20,55 24,55 28,55
Drill hole depth h1 ≥ [mm] 60 49 75 55 90 70 110 90 125 145 160
Through hole in the component being connected df ≤ [mm] 9 12 14 18 22 26 30
Torque while installing anchor Tinst = [Nm] 20 25 45 90 160 200 300

Art.-no.
Cust. Mat. No.

Hazardous Material

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