Wedge anchor bolt with large washer
The expansion mechanical anchor WA-RL has a large washer that enhances the head pull-through capacity compared to standard version.
Technical Data
Product Dimensions
References | Item Code | Thread diameter [mm] | Total Length [L] [mm] | Washer diameter [mm] | Washer thickness [mm] | Max. Fixture Thickness [tfix] [mm] | Thread length [F] [mm] | Ø Fixture Hole [df] [mm] | Embedment depth [hef] [mm] | Ø drilling hole [d0] [mm] | Min. drill depth [h1] [mm] | Packaging [pce] |
---|---|---|---|---|---|---|---|---|---|---|---|---|
WA10123RL | WA10123 | 10 | 123 | 34 | 3 | 50 | 60 | 12 | 50 | 10 | 70 | 50 |
WA10173RL | WA10173 | 10 | 173 | 34 | 3 | 100 | 80 | 12 | 50 | 10 | 70 | 50 |
WA12149RL | WA12149 | 12 | 149 | 44 | 4 | 50 | 100 | 14 | 65 | 12 | 90 | 25 |
WA12199RL | WA12199 | 12 | 199 | 44 | 4 | 100 | 110 | 14 | 65 | 12 | 90 | 25 |
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 | ||
WA10123RL | 10.7 | 13 | 15 | 16.5 | 11.9 | 13.6 | 13.6 | 13.6 | 38 |
WA10173RL | 10.7 | 13 | 15 | 16.5 | 11.9 | 13.6 | 13.6 | 13.6 | 38 |
WA12149RL | 17.6 | 21.5 | 24.9 | 27.3 | 20 | 20 | 20 | 20 | 66 |
WA12199RL | 17.6 | 21.5 | 24.9 | 27.3 | 20 | 20 | 20 | 20 | 66 |
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).
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 | ||
WA10123RL | 7.6 | 9.3 | 10.7 | 11.8 | 8.8 | 9.7 | 9.7 | 9.7 | 27.1 |
WA10173RL | 7.6 | 9.3 | 10.7 | 11.8 | 8.8 | 9.7 | 9.7 | 9.7 | 27.1 |
WA12149RL | 12.6 | 15.4 | 17.8 | 19.5 | 14.3 | 14.3 | 14.3 | 14.3 | 47.1 |
WA12199RL | 12.6 | 15.4 | 17.8 | 19.5 | 14.3 | 14.3 | 14.3 | 14.3 | 47.1 |
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
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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] |
---|---|---|---|---|---|---|---|---|---|
WA10123RL | 10 | 70 | 12 | 17 | 30 | 50 | 100 | 150 | 75 |
WA10173RL | 10 | 70 | 12 | 17 | 30 | 50 | 100 | 150 | 75 |
WA12149RL | 12 | 90 | 14 | 19 | 50 | 65 | 130 | 195 | 98 |
WA12199RL | 12 | 90 | 14 | 19 | 50 | 65 | 130 | 195 | 98 |
Installation data
References | Min. edge distance [c min] [mm] | Minimum spacing [smin] [mm] | Characteristic spacing(5) - Scr,N [scr.N] [mm] | Characteristic edge distance [ccr.N] [mm] |
---|---|---|---|---|
WA10123RL | 50 | 50 | 150 | 75 |
WA10173RL | 50 | 50 | 150 | 75 |
WA12149RL | 70 | 70 | 195 | 98 |
WA12199RL | 70 | 70 | 195 | 98 |