Wedge Anchor Bolt

ETA Option 7 Approved troughbolt for simple and economical applications.

Technical Data Sheet

CE Marking

ETA

Service class 2

Electro-galvanized steel

Indoor

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 - N_R,d	Shear - V_R,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 - N_Rd⁽¹⁾ [kN]				Shear - V_Rd^(1-2) [kN]				Bending moment M_Rd [Nm]
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60	Bending moment M_Rd [Nm]
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 - N_rec^(1-2) [kN]				Shear - V_rec^(1-3) [kN]				Bending moment M_rec^(1-6) [Nm]
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60	Bending moment M_rec^(1-6) [Nm]
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

Drill the hole

Dusting off the hole

Set the anchor through the fixture

Apply installation torque

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⁾ - S_cr,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⁾ - S_cr,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