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 M6-65/10WA06065--66x55107406530100
WA M6-85/30WA06085--66x55307408540100
WA M8-68/5WA08068--88x655945684050
WA M8-73/10WA08073--88x6510945734550
WA M8-83/20WA08083--88x6520945834550
WA M8-93/30WA08093--88x6530945935050
WA M8-103/40WA08103--88x65409451035050
WA M8-113/50WA08113--88x65509451136050
WA M8-133/70WA08133--88x65709451338550
WA M8-163/100WA08163--88x6510094516310050
WA M10-78/5WA10078--1010x7051250784050
WA M10-83/10WA10083--1010x70101250834050
WA M10-93/20WA10093--1010x70201250935050
WA M10-103/30WA10103--1010x703012501035050
WA M10-113/40WA10113--1010x704012501136050
WA M10-123/50WA10123--1010x705012501236050
WA M10-143/70WA10143--1010x707012501437050
WA M10-173/100WA10173--1010x7010012501738050
WA M10-213/140WA10213--1010x70140125021310050
WA M10-233/160WA10233--1010x70160125023312550
WA M12-104/5WA12104--1212x90514651046025
WA M12-109/10WA12109--1212x901014651096025
WA M12-119/20WA12119--1212x902014651197025
WA M12-129/30WA12129--1212x903014651297025
WA M12-139/40WA12139--1212x904014651398025
WA M12-149/50WA12149--1212x9050146514910025
WA M12-179/80WA12179--1212x9080146517911025
WA M12-199/100WA12199--1212x90100146519911025
WA M12-219/120WA12219--1212x90120146521912525
WA M12-239/140WA12239--1212x90140146523912525
WA M12-259/160WA12259--1212x90160146525912520
WA M16-110/5WA16110--1616x110518701105020
WA M16-151/30WA16151--1616x1103018801518020
WA M16-171/50WA16171--1616x1105018801718020
WA M16-201/80WA16201--1616x11080188020110010
WA M16-221/100WA16221--1616x110100188022110010
WA M16-261/140WA16261--1616x110140188026111010
WA M16-281/160WA16281--1616x110160188028112510
WA M16-321/200WA16321--1616x110200188032115010
WA M20-120/5WA2012--2020x13052210012010010
WA M20-173/30*WA20173--2020x130302210017310010
WA M20-193/60*WA20193--2020x130602210019310010
WA M20-223/80*WA20223--2020x130802210022312510
WA M20-263/120*WA20263--2020x1301202210026315010

* 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 M6-65/104.34.655.33.43.43.43.4--5.7
WA M6-85/304.34.655.33.43.43.43.4--5.7
WA M8-68/55.778.18.95.45.45.45.4--13.8
WA M8-73/105.778.18.95.45.45.45.4--13.8
WA M8-83/205.778.18.95.45.45.45.4--13.8
WA M8-93/305.778.18.95.45.45.45.4--13.8
WA M8-103/405.778.18.95.45.45.45.4--13.8
WA M8-113/505.778.18.95.45.45.45.4--13.8
WA M8-133/705.778.18.95.45.45.45.4--13.8
WA M8-163/1005.778.18.95.45.45.45.4--13.8
WA M10-78/57.69.310.711.88.89.79.79.7--27.1
WA M10-83/107.69.310.711.88.89.79.79.7--27.1
WA M10-93/207.69.310.711.88.89.79.79.7--27.1
WA M10-103/307.69.310.711.88.89.79.79.7--27.1
WA M10-113/407.69.310.711.88.89.79.79.7--27.1
WA M10-123/507.69.310.711.88.89.79.79.7--27.1
WA M10-143/707.69.310.711.88.89.79.79.7--27.1
WA M10-173/1007.69.310.711.88.89.79.79.7--27.1
WA M10-213/1407.69.310.711.88.89.79.79.7--27.1
WA M10-233/1607.69.310.711.88.89.79.79.7--27.1
WA M12-104/512.615.417.819.514.314.314.314.3--47.1
WA M12-109/1012.615.417.819.514.314.314.314.3--47.1
WA M12-119/2012.615.417.819.514.314.314.314.3--47.1
WA M12-129/3012.615.417.819.514.314.314.314.3--47.1
WA M12-139/4012.615.417.819.514.314.314.314.3--47.1
WA M12-149/5012.615.417.819.514.314.314.314.3--47.1
WA M12-179/8012.615.417.819.514.314.314.314.3--47.1
WA M12-199/10012.615.417.819.514.314.314.314.3--47.1
WA M12-219/12012.615.417.819.514.314.314.314.3--47.1
WA M12-239/14012.615.417.819.514.314.314.314.3--47.1
WA M12-259/16012.615.417.819.514.314.314.314.3--47.1
WA M16-110/517.22124.326.726.926.926.926.9--111
WA M16-151/3017.22124.326.726.926.926.926.9--111
WA M16-171/5017.22124.326.726.926.926.926.9--111
WA M16-201/8017.22124.326.726.926.926.926.9--111
WA M16-221/10017.22124.326.726.926.926.926.9--111
WA M16-261/14017.22124.326.726.926.926.926.9--111
WA M16-281/16017.22124.326.726.926.926.926.9--111
WA M16-321/20017.22124.326.726.926.926.926.9--111
WA M20-120/5-----------
WA M20-173/30*19.919.919.919.926.726.726.726.7--141.4
WA M20-193/60*19.919.919.919.926.726.726.726.7--141.4
WA M20-223/80*19.919.919.919.926.726.726.726.7--141.4
WA M20-263/120*19.919.919.919.926.726.726.726.7--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 M6-65/1066.577.44.84.84.84.88
WA M6-85/3066.577.44.84.84.84.88
WA M8-68/589.811.312.47.67.67.67.619.3
WA M8-73/1089.811.312.47.67.67.67.619.3
WA M8-83/2089.811.312.47.67.67.67.619.3
WA M8-93/3089.811.312.47.67.67.67.619.3
WA M8-103/4089.811.312.47.67.67.67.619.3
WA M8-113/5089.811.312.47.67.67.67.619.3
WA M8-133/7089.811.312.47.67.67.67.619.3
WA M8-163/10089.811.312.47.67.67.67.619.3
WA M10-78/510.7131516.511.913.613.613.638
WA M10-83/1010.7131516.511.913.613.613.638
WA M10-93/2010.7131516.511.913.613.613.638
WA M10-103/3010.7131516.511.913.613.613.638
WA M10-113/4010.7131516.511.913.613.613.638
WA M10-123/5010.7131516.511.913.613.613.638
WA M10-143/7010.7131516.511.913.613.613.638
WA M10-173/10010.7131516.511.913.613.613.638
WA M10-213/14010.7131516.511.913.613.613.638
WA M10-233/16010.7131516.511.913.613.613.638
WA M12-104/517.621.524.927.32020202066
WA M12-109/1017.621.524.927.32020202066
WA M12-119/2017.621.524.927.32020202066
WA M12-129/3017.621.524.927.32020202066
WA M12-139/4017.621.524.927.32020202066
WA M12-149/5017.621.524.927.32020202066
WA M12-179/8017.621.524.927.32020202066
WA M12-199/10017.621.524.927.32020202066
WA M12-219/12017.621.524.927.32020202066
WA M12-239/14017.621.524.927.32020202066
WA M12-259/16017.621.524.927.32020202066
WA M16-110/524.129.43437.337.637.637.637.6155.3
WA M16-151/3024.129.43437.337.637.637.637.6155.3
WA M16-171/5024.129.43437.337.637.637.637.6155.3
WA M16-201/8024.129.43437.337.637.637.637.6155.3
WA M16-221/10024.129.43437.337.637.637.637.6155.3
WA M16-261/14024.129.43437.337.637.637.637.6155.3
WA M16-281/16024.129.43437.337.637.637.637.6155.3
WA M16-321/20024.129.43437.337.637.637.637.6155.3
WA M20-120/527.927.927.927.937.437.437.437.4198
WA M20-173/30*27.927.927.927.937.437.437.437.4198
WA M20-193/60*27.927.927.927.937.437.437.437.4198
WA M20-223/80*27.927.927.927.937.437.437.437.4198
WA M20-263/120*27.927.927.927.937.437.437.437.4198

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 M6-65/104.34.655.33.43.43.43.45.7
WA M6-85/304.34.655.33.43.43.43.45.7
WA M8-68/55.778.18.95.45.45.45.413.8
WA M8-73/105.778.18.95.45.45.45.413.8
WA M8-83/205.778.18.95.45.45.45.413.8
WA M8-93/305.778.18.95.45.45.45.413.8
WA M8-103/405.778.18.95.45.45.45.413.8
WA M8-113/505.778.18.95.45.45.45.413.8
WA M8-133/705.778.18.95.45.45.45.413.8
WA M8-163/1005.778.18.95.45.45.45.413.8
WA M10-78/57.69.310.711.88.89.79.79.727.1
WA M10-83/107.69.310.711.88.89.79.79.727.1
WA M10-93/207.69.310.711.88.89.79.79.727.1
WA M10-103/307.69.310.711.88.89.79.79.727.1
WA M10-113/407.69.310.711.88.89.79.79.727.1
WA M10-123/507.69.310.711.88.89.79.79.727.1
WA M10-143/707.69.310.711.88.89.79.79.727.1
WA M10-173/1007.69.310.711.88.89.79.79.727.1
WA M10-213/1407.69.310.711.88.89.79.79.727.1
WA M10-233/1607.69.310.711.88.89.79.79.727.1
WA M12-104/512.615.417.819.514.314.314.314.347.1
WA M12-109/1012.615.417.819.514.314.314.314.347.1
WA M12-119/2012.615.417.819.514.314.314.314.347.1
WA M12-129/3012.615.417.819.514.314.314.314.347.1
WA M12-139/4012.615.417.819.514.314.314.314.347.1
WA M12-149/5012.615.417.819.514.314.314.314.347.1
WA M12-179/8012.615.417.819.514.314.314.314.347.1
WA M12-199/10012.615.417.819.514.314.314.314.347.1
WA M12-219/12012.615.417.819.514.314.314.314.347.1
WA M12-239/14012.615.417.819.514.314.314.314.347.1
WA M12-259/16012.615.417.819.514.314.314.314.347.1
WA M16-110/517.22124.326.726.926.926.926.9111
WA M16-151/3017.22124.326.726.926.926.926.9111
WA M16-171/5017.22124.326.726.926.926.926.9111
WA M16-201/8017.22124.326.726.926.926.926.9111
WA M16-221/10017.22124.326.726.926.926.926.9111
WA M16-261/14017.22124.326.726.926.926.926.9111
WA M16-281/16017.22124.326.726.926.926.926.9111
WA M16-321/20017.22124.326.726.926.926.926.9111
WA M20-120/519.919.919.919.926.726.726.726.7-
WA M20-173/30*19.919.919.919.926.726.726.726.7141.4
WA M20-193/60*19.919.919.919.926.726.726.726.7141.4
WA M20-223/80*19.919.919.919.926.726.726.726.7141.4
WA M20-263/120*19.919.919.919.926.726.726.726.7141.4

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 M6-65/1065571084010012060
WA M6-85/3065571084010012060
WA M8-68/5865913154510013568
WA M8-73/10865913154510013568
WA M8-83/20865913154510013568
WA M8-93/30865913154510013568
WA M8-103/40865913154510013568
WA M8-113/50865913154510013568
WA M8-133/70865913154510013568
WA M8-163/100865913154510013568
WA M10-78/510701217305010015075
WA M10-83/1010701217305010015075
WA M10-93/2010701217305010015075
WA M10-103/3010701217305010015075
WA M10-113/4010701217305010015075
WA M10-123/5010701217305010015075
WA M10-143/7010701217305010015075
WA M10-173/10010701217305010015075
WA M10-213/14010701217305010015075
WA M10-233/16010701217305010015075
WA M12-104/512901419506513019598
WA M12-109/1012901419506513019598
WA M12-119/2012901419506513019598
WA M12-129/3012901419506513019598
WA M12-139/4012901419506513019598
WA M12-149/5012901419506513019598
WA M12-179/8012901419506513019598
WA M12-199/10012901419506513019598
WA M12-219/12012901419506513019598
WA M12-239/14012901419506513019598
WA M12-259/16012901419506513019598
WA M16-110/516110182410080160240120
WA M16-151/3016110182410080160240120
WA M16-171/5016110182410080160240120
WA M16-201/8016110182410080160240120
WA M16-221/10016110182410080160240120
WA M16-261/14016110182410080160240120
WA M16-281/16016110182410080160240120
WA M16-321/20016110182410080160240120
WA M20-120/5201302230200100200300150
WA M20-173/30*201302230200100200300150
WA M20-193/60*201302230200100200300150
WA M20-223/80*201302230200100200300150
WA M20-263/120*201302230200100200300150

* 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 M6-65/10403012060
WA M6-85/30403012060
WA M8-68/5404013568
WA M8-73/10404013568
WA M8-83/20404013568
WA M8-93/30404013568
WA M8-103/40404013568
WA M8-113/50404013568
WA M8-133/70404013568
WA M8-163/100404013568
WA M10-78/5505015075
WA M10-83/10505015075
WA M10-93/20505015075
WA M10-103/30505015075
WA M10-113/40505015075
WA M10-123/50505015075
WA M10-143/70505015075
WA M10-173/100505015075
WA M10-213/140505015075
WA M10-233/160505015075
WA M12-104/5707019598
WA M12-109/10707019598
WA M12-119/20707019598
WA M12-129/30707019598
WA M12-139/40707019598
WA M12-149/50707019598
WA M12-179/80707019598
WA M12-199/100707019598
WA M12-219/120707019598
WA M12-239/140707019598
WA M12-259/160707019598
WA M16-110/59090240120
WA M16-151/309090240120
WA M16-171/509090240120
WA M16-201/809090240120
WA M16-221/1009090240120
WA M16-261/1409090240120
WA M16-281/1609090240120
WA M16-321/2009090240120
WA M20-120/5120120300150
WA M20-173/30*120120300150
WA M20-193/60*120120300150
WA M20-223/80*120120300150
WA M20-263/120*120120300150

Certification

European Technical Assessment (ETA)

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