WA

Wedge Anchor Bolt

ETA Option 7 Approved troughbolt for simple and economical applications.

CE Marking
ETA
Service class 2
Electro-galvanized steel
Indoor

Product Details

Images

Features

Material

  • Carbon Steel, Zinc Plated and Passivated

Application

Header member

  • non-cracked concrete

For Use With

.-

Technical Data

Dimensions

Product Dimensions

References Item Code Tun / DB nr. NOB nr. Thread diameter [mm] Drill Ø x Depth of Drilled Hole [d0 x h1] [mm] Max. Fixture Thickness [tfix] [mm] Ø Fixture Hole [df] [mm] Embedment depth [hef] [mm] Total Length [L] [mm] Thread length [f] [mm] Packaging [pce]
WA M6-65/10 WA06065 - - 6 6x55 10 7 40 65 30 100
WA M6-85/30 WA06085 - - 6 6x55 30 7 40 85 40 100
WA M8-68/5 WA08068 - - 8 8x65 5 9 45 68 40 50
WA M8-73/10 WA08073 - - 8 8x65 10 9 45 73 45 50
WA M8-83/20 WA08083 - - 8 8x65 20 9 45 83 45 50
WA M8-93/30 WA08093 - - 8 8x65 30 9 45 93 50 50
WA M8-103/40 WA08103 - - 8 8x65 40 9 45 103 50 50
WA M8-113/50 WA08113 - - 8 8x65 50 9 45 113 60 50
WA M8-133/70 WA08133 - - 8 8x65 70 9 45 133 85 50
WA M8-163/100 WA08163 - - 8 8x65 100 9 45 163 100 50
WA M10-78/5 WA10078 - - 10 10x70 5 12 50 78 40 50
WA M10-83/10 WA10083 - - 10 10x70 10 12 50 83 40 50
WA M10-93/20 WA10093 - - 10 10x70 20 12 50 93 50 50
WA M10-103/30 WA10103 - - 10 10x70 30 12 50 103 50 50
WA M10-113/40 WA10113 - - 10 10x70 40 12 50 113 60 50
WA M10-123/50 WA10123 - - 10 10x70 50 12 50 123 60 50
WA M10-143/70 WA10143 - - 10 10x70 70 12 50 143 70 50
WA M10-173/100 WA10173 - - 10 10x70 100 12 50 173 80 50
WA M10-213/140 WA10213 - - 10 10x70 140 12 50 213 100 50
WA M10-233/160 WA10233 - - 10 10x70 160 12 50 233 125 50
WA M12-104/5 WA12104 - - 12 12x90 5 14 65 104 60 25
WA M12-109/10 WA12109 - - 12 12x90 10 14 65 109 60 25
WA M12-119/20 WA12119 - - 12 12x90 20 14 65 119 70 25
WA M12-129/30 WA12129 - - 12 12x90 30 14 65 129 70 25
WA M12-139/40 WA12139 - - 12 12x90 40 14 65 139 80 25
WA M12-149/50 WA12149 - - 12 12x90 50 14 65 149 100 25
WA M12-179/80 WA12179 - - 12 12x90 80 14 65 179 110 25
WA M12-199/100 WA12199 - - 12 12x90 100 14 65 199 110 25
WA M12-219/120 WA12219 - - 12 12x90 120 14 65 219 125 25
WA M12-239/140 WA12239 - - 12 12x90 140 14 65 239 125 25
WA M12-259/160 WA12259 - - 12 12x90 160 14 65 259 125 20
WA M16-110/5 WA16110 - - 16 16x110 5 18 70 110 50 20
WA M16-151/30 WA16151 - - 16 16x110 30 18 80 151 80 20
WA M16-171/50 WA16171 - - 16 16x110 50 18 80 171 80 20
WA M16-201/80 WA16201 - - 16 16x110 80 18 80 201 100 10
WA M16-221/100 WA16221 - - 16 16x110 100 18 80 221 100 10
WA M16-261/140 WA16261 - - 16 16x110 140 18 80 261 110 10
WA M16-281/160 WA16281 - - 16 16x110 160 18 80 281 125 10
WA M16-321/200 WA16321 - - 16 16x110 200 18 80 321 150 10
WA M20-120/5 WA2012 - - 20 20x130 5 22 100 120 100 10
WA M20-173/30* WA20173 - - 20 20x130 30 22 100 173 100 10
WA M20-193/60* WA20193 - - 20 20x130 60 22 100 193 100 10
WA M20-223/80* WA20223 - - 20 20x130 80 22 100 223 125 10
WA M20-263/120* WA20263 - - 20 20x130 120 22 100 263 150 10

* Not included in the approval

Recommended loads / for single anchors / with no edge distances or spacings

References Non-cracked concrete Non-cracked concrete Bending moment (1-6) [Nm]
Tension (1-2) [kN] Shear (1-3) [kN] Tension - NR,d Shear - VR,d
C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60 C20/25 [kN] C20/25 [kN]
WA M6-65/10 4.3 4.6 5 5.3 3.4 3.4 3.4 3.4 - - 5.7
WA M6-85/30 4.3 4.6 5 5.3 3.4 3.4 3.4 3.4 - - 5.7
WA M8-68/5 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 - - 13.8
WA M8-73/10 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 - - 13.8
WA M8-83/20 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 - - 13.8
WA M8-93/30 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 - - 13.8
WA M8-103/40 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 - - 13.8
WA M8-113/50 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 - - 13.8
WA M8-133/70 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 - - 13.8
WA M8-163/100 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 - - 13.8
WA M10-78/5 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-83/10 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-93/20 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-103/30 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-113/40 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-123/50 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-143/70 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-173/100 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-213/140 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M10-233/160 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 - - 27.1
WA M12-104/5 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-109/10 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-119/20 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-129/30 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-139/40 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-149/50 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-179/80 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-199/100 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-219/120 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-239/140 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M12-259/160 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 - - 47.1
WA M16-110/5 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 - - 111
WA M16-151/30 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 - - 111
WA M16-171/50 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 - - 111
WA M16-201/80 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 - - 111
WA M16-221/100 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 - - 111
WA M16-261/140 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 - - 111
WA M16-281/160 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 - - 111
WA M16-321/200 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 - - 111
WA M20-120/5 - - - - - - - - - - -
WA M20-173/30* 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 - - 141.4
WA M20-193/60* 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 - - 141.4
WA M20-223/80* 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 - - 141.4
WA M20-263/120* 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 - - 141.4

* Not included in the approval

1. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γF=1.4. The loading figures
are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10 mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per
ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is L equals the tensile
stress within the concrete induced by external loads, anchors loads included).
 

Design capacities - single anchor - no edge distances

References Design capacity - Non-cracked concrete (3)
Tension - NRd (1) [kN] Shear - VRd (1-2) [kN] Bending moment MRd [Nm]
C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60
WA M6-65/10 6 6.5 7 7.4 4.8 4.8 4.8 4.8 8
WA M6-85/30 6 6.5 7 7.4 4.8 4.8 4.8 4.8 8
WA M8-68/5 8 9.8 11.3 12.4 7.6 7.6 7.6 7.6 19.3
WA M8-73/10 8 9.8 11.3 12.4 7.6 7.6 7.6 7.6 19.3
WA M8-83/20 8 9.8 11.3 12.4 7.6 7.6 7.6 7.6 19.3
WA M8-93/30 8 9.8 11.3 12.4 7.6 7.6 7.6 7.6 19.3
WA M8-103/40 8 9.8 11.3 12.4 7.6 7.6 7.6 7.6 19.3
WA M8-113/50 8 9.8 11.3 12.4 7.6 7.6 7.6 7.6 19.3
WA M8-133/70 8 9.8 11.3 12.4 7.6 7.6 7.6 7.6 19.3
WA M8-163/100 8 9.8 11.3 12.4 7.6 7.6 7.6 7.6 19.3
WA M10-78/5 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-83/10 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-93/20 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-103/30 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-113/40 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-123/50 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-143/70 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-173/100 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-213/140 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M10-233/160 10.7 13 15 16.5 11.9 13.6 13.6 13.6 38
WA M12-104/5 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-109/10 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-119/20 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-129/30 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-139/40 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-149/50 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-179/80 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-199/100 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-219/120 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-239/140 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M12-259/160 17.6 21.5 24.9 27.3 20 20 20 20 66
WA M16-110/5 24.1 29.4 34 37.3 37.6 37.6 37.6 37.6 155.3
WA M16-151/30 24.1 29.4 34 37.3 37.6 37.6 37.6 37.6 155.3
WA M16-171/50 24.1 29.4 34 37.3 37.6 37.6 37.6 37.6 155.3
WA M16-201/80 24.1 29.4 34 37.3 37.6 37.6 37.6 37.6 155.3
WA M16-221/100 24.1 29.4 34 37.3 37.6 37.6 37.6 37.6 155.3
WA M16-261/140 24.1 29.4 34 37.3 37.6 37.6 37.6 37.6 155.3
WA M16-281/160 24.1 29.4 34 37.3 37.6 37.6 37.6 37.6 155.3
WA M16-321/200 24.1 29.4 34 37.3 37.6 37.6 37.6 37.6 155.3
WA M20-120/5 27.9 27.9 27.9 27.9 37.4 37.4 37.4 37.4 198
WA M20-173/30* 27.9 27.9 27.9 27.9 37.4 37.4 37.4 37.4 198
WA M20-193/60* 27.9 27.9 27.9 27.9 37.4 37.4 37.4 37.4 198
WA M20-223/80* 27.9 27.9 27.9 27.9 37.4 37.4 37.4 37.4 198
WA M20-263/120* 27.9 27.9 27.9 27.9 37.4 37.4 37.4 37.4 198

1. The design loads loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).

*Not covered by ETA-11/0080

Recommended capacities - single anchor - no edge distances

References Recommended capacity - Non-cracked concrete
Tension - Nrec(1-2) [kN] Shear - Vrec(1-3) [kN] Bending moment Mrec (1-6) [Nm]
C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60
WA M6-65/10 4.3 4.6 5 5.3 3.4 3.4 3.4 3.4 5.7
WA M6-85/30 4.3 4.6 5 5.3 3.4 3.4 3.4 3.4 5.7
WA M8-68/5 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 13.8
WA M8-73/10 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 13.8
WA M8-83/20 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 13.8
WA M8-93/30 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 13.8
WA M8-103/40 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 13.8
WA M8-113/50 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 13.8
WA M8-133/70 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 13.8
WA M8-163/100 5.7 7 8.1 8.9 5.4 5.4 5.4 5.4 13.8
WA M10-78/5 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-83/10 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-93/20 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-103/30 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-113/40 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-123/50 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-143/70 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-173/100 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-213/140 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M10-233/160 7.6 9.3 10.7 11.8 8.8 9.7 9.7 9.7 27.1
WA M12-104/5 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-109/10 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-119/20 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-129/30 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-139/40 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-149/50 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-179/80 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-199/100 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-219/120 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-239/140 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M12-259/160 12.6 15.4 17.8 19.5 14.3 14.3 14.3 14.3 47.1
WA M16-110/5 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 111
WA M16-151/30 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 111
WA M16-171/50 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 111
WA M16-201/80 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 111
WA M16-221/100 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 111
WA M16-261/140 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 111
WA M16-281/160 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 111
WA M16-321/200 17.2 21 24.3 26.7 26.9 26.9 26.9 26.9 111
WA M20-120/5 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 -
WA M20-173/30* 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 141.4
WA M20-193/60* 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 141.4
WA M20-223/80* 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 141.4
WA M20-263/120* 19.9 19.9 19.9 19.9 26.7 26.7 26.7 26.7 141.4

1. The recommended loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s) and with a partial safety factor for actions of γF=1.4. The loading figures
are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10 mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per
ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).
 

Installation

Installation

Installation

.-

Spacing, Edge Distance and Member Thickness

References Ø drilling hole [d0] [mm] Min. drill depth [h1] [mm] &Oslmash drilling fixture [df] [mm] Wrench size [SW] [mm] Installation torque [Tinst] [Nm] Embedment depth [hef] [mm] Min. support thickness [hmin] [mm] Characteristic spacing(5) - Scr,N [scr,N] [mm] Characteristic edge distance [ccr,N] [mm]
WA M6-65/10 6 55 7 10 8 40 100 120 60
WA M6-85/30 6 55 7 10 8 40 100 120 60
WA M8-68/5 8 65 9 13 15 45 100 135 68
WA M8-73/10 8 65 9 13 15 45 100 135 68
WA M8-83/20 8 65 9 13 15 45 100 135 68
WA M8-93/30 8 65 9 13 15 45 100 135 68
WA M8-103/40 8 65 9 13 15 45 100 135 68
WA M8-113/50 8 65 9 13 15 45 100 135 68
WA M8-133/70 8 65 9 13 15 45 100 135 68
WA M8-163/100 8 65 9 13 15 45 100 135 68
WA M10-78/5 10 70 12 17 30 50 100 150 75
WA M10-83/10 10 70 12 17 30 50 100 150 75
WA M10-93/20 10 70 12 17 30 50 100 150 75
WA M10-103/30 10 70 12 17 30 50 100 150 75
WA M10-113/40 10 70 12 17 30 50 100 150 75
WA M10-123/50 10 70 12 17 30 50 100 150 75
WA M10-143/70 10 70 12 17 30 50 100 150 75
WA M10-173/100 10 70 12 17 30 50 100 150 75
WA M10-213/140 10 70 12 17 30 50 100 150 75
WA M10-233/160 10 70 12 17 30 50 100 150 75
WA M12-104/5 12 90 14 19 50 65 130 195 98
WA M12-109/10 12 90 14 19 50 65 130 195 98
WA M12-119/20 12 90 14 19 50 65 130 195 98
WA M12-129/30 12 90 14 19 50 65 130 195 98
WA M12-139/40 12 90 14 19 50 65 130 195 98
WA M12-149/50 12 90 14 19 50 65 130 195 98
WA M12-179/80 12 90 14 19 50 65 130 195 98
WA M12-199/100 12 90 14 19 50 65 130 195 98
WA M12-219/120 12 90 14 19 50 65 130 195 98
WA M12-239/140 12 90 14 19 50 65 130 195 98
WA M12-259/160 12 90 14 19 50 65 130 195 98
WA M16-110/5 16 110 18 24 100 80 160 240 120
WA M16-151/30 16 110 18 24 100 80 160 240 120
WA M16-171/50 16 110 18 24 100 80 160 240 120
WA M16-201/80 16 110 18 24 100 80 160 240 120
WA M16-221/100 16 110 18 24 100 80 160 240 120
WA M16-261/140 16 110 18 24 100 80 160 240 120
WA M16-281/160 16 110 18 24 100 80 160 240 120
WA M16-321/200 16 110 18 24 100 80 160 240 120
WA M20-120/5 20 130 22 30 200 100 200 300 150
WA M20-173/30* 20 130 22 30 200 100 200 300 150
WA M20-193/60* 20 130 22 30 200 100 200 300 150
WA M20-223/80* 20 130 22 30 200 100 200 300 150
WA M20-263/120* 20 130 22 30 200 100 200 300 150

* Not included in the approval

Installation data

References Min. edge distance [cmin] [mm] Minimum spacing [smin] [mm] Characteristic spacing(5) - Scr,N [scr,N] [mm] Characteristic edge distance [ccr,N] [mm]
WA M6-65/10 40 30 120 60
WA M6-85/30 40 30 120 60
WA M8-68/5 40 40 135 68
WA M8-73/10 40 40 135 68
WA M8-83/20 40 40 135 68
WA M8-93/30 40 40 135 68
WA M8-103/40 40 40 135 68
WA M8-113/50 40 40 135 68
WA M8-133/70 40 40 135 68
WA M8-163/100 40 40 135 68
WA M10-78/5 50 50 150 75
WA M10-83/10 50 50 150 75
WA M10-93/20 50 50 150 75
WA M10-103/30 50 50 150 75
WA M10-113/40 50 50 150 75
WA M10-123/50 50 50 150 75
WA M10-143/70 50 50 150 75
WA M10-173/100 50 50 150 75
WA M10-213/140 50 50 150 75
WA M10-233/160 50 50 150 75
WA M12-104/5 70 70 195 98
WA M12-109/10 70 70 195 98
WA M12-119/20 70 70 195 98
WA M12-129/30 70 70 195 98
WA M12-139/40 70 70 195 98
WA M12-149/50 70 70 195 98
WA M12-179/80 70 70 195 98
WA M12-199/100 70 70 195 98
WA M12-219/120 70 70 195 98
WA M12-239/140 70 70 195 98
WA M12-259/160 70 70 195 98
WA M16-110/5 90 90 240 120
WA M16-151/30 90 90 240 120
WA M16-171/50 90 90 240 120
WA M16-201/80 90 90 240 120
WA M16-221/100 90 90 240 120
WA M16-261/140 90 90 240 120
WA M16-281/160 90 90 240 120
WA M16-321/200 90 90 240 120
WA M20-120/5 120 120 300 150
WA M20-173/30* 120 120 300 150
WA M20-193/60* 120 120 300 150
WA M20-223/80* 120 120 300 150
WA M20-263/120* 120 120 300 150

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Declaration of Performance (DoP)

European Technical Assessment (ETA)

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