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SMD-CC
Through Bolt Anchor
 
 

SMD-CC Product Dimensions

SMD-CC Da   M8 M10 M12 M16
Min. Anchor Length Lmin [mm] 68 82 98 119
Max. Anchor Length Lmax [mm] 200 200 250 250
Hexagon Nut SW [mm] 13 17 19 24


SMD-CC Installation Dimensions

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


SMD-CC Member Thickness, Edge Distance & Spacing

SMD-CC Da   M8 M10 M12 M16
Min. Member Thickness hmin [mm] 100 120 140 170
Min Edge Distance Cmin [mm] 50 60 70 85
Min. Spacing Smin [mm] 50 60 70 85


SMD-CC Installation Procedures


SMD-CC Design Loads1)

Steel Failure



Non Cracked Concrete Da   M8 M10 M12 M16
Stainless
Steel A4-70
Tensile NRd [kN] 6,0 10,7 13,3 23,3
Shear2) VRd [kN] 9,2 14,5 21,1 39,2
               
Cracked Concrete Da   M8 M10 M12 M16
Stainless
Steel A4-70
Tensile NRd [kN] 3,3 6,0 8,0 16,7
Shear2) VRd [kN] 8,0 14,5 21,1 38,3


SMD-CC Recommended Loads3)

Steel Failure



Non Cracked Concrete Da   M8 M10 M12 M16
Stainless
Steel A4-70
Tensile NRec [kN] 4,3 7,6 9,5 16,7
Shear2) VRec [kN] 6,5 10,3 15,1 28,0
               
Cracked Concrete Da   M8 M10 M12 M16
Stainless
Steel A4-70
Tensile NRec [kN] 2,4 4,3 5,7 11,9
Shear2) VRec [kN] 5,7 10,3 15,1 27,4

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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