Welcome to Würth Sri Lanka For trade customers only
Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130
Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 - 1
Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 - 2
Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 - 3
Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 - 4
Fixanchor W-FAZ/S - ANC-(W-FAZ/S)-(A2K)-50-70-M10X130 - 5

Fixanchor W-FAZ/S

Fixanchor W-FAZ steel zinc plated
ANC-(W-FAZ/S)-(A2K)-50-70-M10X130

Art.-no. 5928210050
EAN 4046777090024
All versions

Prices for customers after login
Fixanchor W-FAZ/S

Art.-no. 5928210050

Prices for customers after login
Quantity
PU
x 50 pcs

Exclusively for trade customers

Register now and access more than 2,000 products

Bolt anchor for high loads in cracked and non-cracked concrete. Steel, zinc-plated
  • High loads, small distance 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
  • ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)

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

  • Fire resistance: R30, R60, R90 and R120; TR020 (included in ETA-99/0011)
Application area
Heavy steel structures
Fence systems
Post support bracket

Create the drill hole

10

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

Set anchor in place

Apply torque
  • ETA-99/0011 for individual fixing point, option 1, cracked and uncracked concrete, seismic performance category C1 and C2 (M8-M20)

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

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

Würth Catalogue

Datasheets(X)

CAD data (available after login)

Certificates/ Documents

 | 

 | 

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

M10

Anchor length (l)

130 mm

Attachment height (t fix)

50 mm

Max. attachment height reduced (t fix, red)

70 mm

Effective anchoring depth (h ef)

60 mm

Effective anchoring depth reduced (h ef, red)

40 mm

Width across flats

17 mm

Nominal drill-bit diameter (d 0)

10 mm

Drill hole depth (h 1)

75 mm

Drill hole depth reduced (h 1, red)

55 mm

Material

Steel

Surface

Zinc plated

Torque during anchoring (T inst)

25 Nm

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

12 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
Permissible 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
Permissible 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
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
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

Product information

Würth Catalogue

Datasheets()

Datasheets ()

CAD data  | 

Certificates/ Documents

 | 

 | 

Technical information
Show all product details