Product Dimensions

SMD-CC Da   M8 M10 M12 M16 M20
Min. Anchor Length L,min [mm] 68 82 98 119 140
Max. Anchor Length L,max [mm] 200 200 250 250 300
Hexagon Nut SW [mm] 13 17 19 24 30

Installation Dimensions

SMD-CC Da   M8 M10 M12 M16 M20
Diameter Bore Hole d0 [mm] 8 10 12 16 20
Drilling Depth h1 [mm] 60 75 85 105 125
Overall Embedment Depth hnom [mm] 55 68 80 97 114
Eff. Anchorage Depth hef [mm] 48 60 70 85 100
Diameter Fixture Hole df [mm] 9 12 14 18 22
Fixture Height tfix [mm] L-66 L-80 L-96 L-117 L-138
Recommended Torque Tinst [Nm] 20 40 60 100 200

Member Thickness, Edge Distance & Spacing

SMD-CC Da   M8 M10 M12 M16 M20
Min. Member Thickness h,min [mm] 100 120 140 170 200
Min Edge Distance C,min [mm] 50 60 70 85 100
Min. Spacing S,min [mm] 50 60 70 85 100

Installation Procedures

Design Loads1)

Steel Failure


Non Cracked Concrete Da   M8 M10 M12 M16 M20
Zinc Plated Tensile N,Rd [kN] 5,0 10,7 13,3 23,3 33,3
Shear2) V,Rd [kN] 8,8 13,9 20,2 37,7 58,5
Sherardized Tensile N,Rd [kN] 5,0 10,7 19,7 23,3 33,3
Shear2) V,Rd [kN] 8,8 13,9 20,2 37,7 58,5

Cracked Concrete Da   M8 M10 M12 M16 M20
Zinc Plated Tensile N,Rd [kN] 2,8 6,0 8,0 16,7 20,0
Shear2) V,Rd [kN] 8,0 13,9 20,2 37,7 48,0
Sherardized Tensile N,Rd [kN] 3,3 6,0 10,7 16,7 20,0
Shear2) V,Rd [kN] 8,0 13,9 20,2 37,7 48,0

Recommended Loads3)

Steel Failure


Non Cracked Concrete Da   M8 M10 M12 M16 M20
Zinc Plated Tensile N,Rd [kN] 3,6 7,6 9,5 16,7 23,8
Shear2) V,Rd [kN] 6,3 9,9 14,5 26,9 41,8
Sherardized Tensile N,Rd [kN] 3,6 7,6 14,1 16,7 23,8
Shear2) V,Rd [kN] 6,3 9,9 14,5 26,9 41,8

Cracked Concrete Da   M8 M10 M12 M16 M20
Zinc Plated Tensile N,Rd [kN] 2,0 4,3 5,7 11,9 14,3
Shear2) V,Rd [kN] 5,7 9,9 14,5 26,9 34,3
Sherardized Tensile N,Rd [kN] 2,4 4,3 7,6 11,9 14,3
Shear2) V,Rd [kN] 5,7 9,9 14,5 26,9 34,3

1) All Loads in kN for a Single anchor in Dry/Wet concrete C20/25 without edge or spacing influences. 2) Steel strength in kN without bending moment. 3) Incl. Safety factor γG = 1,4

 


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