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W-FAZ/S-UH Fixanchor with large washer for timber construction DIN EN ISO 7094 (DIN 440) - ANC-(W-FAZ/S)-WSH-(A2K)-145-M12X240 W-FAZ/S-UH Fixanchor with large washer for timber construction DIN EN ISO 7094 (DIN 440) - ANC-(W-FAZ/S)-WSH-(A2K)-145-M12X240
W-FAZ/S-UH Fixanchor with large washer for timber construction DIN EN ISO 7094 (DIN 440) - ANC-(W-FAZ/S)-WSH-(A2K)-145-M12X240 - 1
W-FAZ/S-UH Fixanchor with large washer for timber construction DIN EN ISO 7094 (DIN 440) - ANC-(W-FAZ/S)-WSH-(A2K)-145-M12X240 - 2

W-FAZ/S-UH Fixanchor with large washer for timber construction DIN EN ISO 7094 (DIN 440)

Fixanchor W-FAZ/S with large washer/wood cons.
ANC-(W-FAZ/S)-WSH-(A2K)-145-M12X240

Art.-no. 0904531223
EAN 4046777110890
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Price for selected packaging unit
W-FAZ/S-UH Fixanchor with large washer for timber construction DIN EN ISO 7094 (DIN 440)

Art.-no. 0904531223

Price for selected packaging unit
Quantity
PU
x 20 pcs

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Bolt anchor for the timber constructions, suitable for high loads in cracked and non-cracked concrete. Zinc-plated steel
  • High loads, small axis and edge distances

  • Immediate load-bearing capacity – no waiting times

  • Time-saving push-through installation
Proof of Performance
  • Approval ETA-99/0011 for individual attachment, option 1, cracked and non-cracked concrete

  • Fire resistance (M12 - 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
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Application area

Single mounting with approval


Normal concrete C20/25 to C50/60 (cracked and non-cracked concrete)


Optimal for mounting wood constructions, bars, etc.



Individual attachment without approval


Can be used in concrete < C20/25 and compression-proof natural stone



W-FAZ/S approved only for use in dry indoor room conditions

Metric anchor diameter

M12

Anchor length (l)

240 mm

Attachment height (t fix)

145 mm

Effective anchoring depth (h ef)

70 mm

Disc diameter x disc thickness

44 x 4 mm

Width across flats

19 mm

Nominal drill-bit diameter (d 0)

12 mm

Drill hole depth (h 1)

90 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 (uncracked 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 (uncracked 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
For admissible load when exposed to fire (R30, R60, R90, R120), please refer to 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 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) 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
Axis distance 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 axis distance
Cracked concrete 		smin ≥ [mm] 40 _ 45 _ 60 _ 60 _ 95 100 125
Minimum axis distance
Uncracked concrete 		smin ≥ [mm] 40 _ 45 _ 60 _ 65 _ 90 100 125
Minimum axis distance
Cracked concrete 		for c ≥ [mm] 70 _ 70 _ 100 _ 100 _ 150 180 300
Minimum axis distance
Uncracked 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
Uncracked 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
Uncracked 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 axis distance
Cracked concrete 		smin ≥ [mm] 40 50 45 50 60 50 70 65 - - -
Minimum axis distance
Uncracked concrete 		smin ≥ [mm] 40 50 60 50 60 50 80 65 - - -
Minimum axis distance
Cracked concrete 		for c ≥ [mm] 70 60 90 100 100 160 160 170 - - -
Minimum axis distance
Uncracked 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
Uncracked 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
Uncracked concrete 		for s ≥ [mm] 100 185 140 180 150 185 200 65 - - -
Nominal drill diameter d0 [mm] 8 10 12 16 20 24 28
Drill cutting dia. 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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