Product Dimensions

Anchor Size Da   CS5 CS6 CS8 CS10 CS12 CS14
Anchor Length L [mm] 40 - 60 40 - 100 50 - 140 60 - 160 80 - 150 80 - 150
Hexagon Nut SW [mm] 10 13 13 15 17 21

Installation Dimensions

Anchor Size Da   CS5 CS6 CS8 CS10 CS12 CS14
Hole Diameter d0 [mm] 5 6 8 10 12 14
Drilling Depth H1-1 [mm] 40 45 55 65 75 85
H1-2 [mm] -- 60 65 85 95 110
H1-3 [mm] -- -- 75 95 110 125
Eff. Anchorage Depth hef-1 [mm] 35 40 45 55 65 75
hef-2 [mm] -- 55 55 75 85 100
hef-3 [mm] -- -- 65 85 100 115
Diameter Fixture Hole df [mm] 7 8 12 14 16 18
Fixture Thickness tfix [mm] Anchor Length [L] - Nom. Anchorage Length [hnom]
Recommended Torque Tinst [Nm] 8 10 20 40 60 80

Member Thickness, Edge Distance & Spacing

Anchor Size Da   CS5 CS6 CS8 CS10 CS12 CS14

Min. Member Thickness

hmin-1 [mm] 80 100 100 100 120 130
hmin-2 [mm]   100 100 130 130 150
hmin-3 [mm]   100 120 130 150 170

Min. Edge Distance

Cmin-1 [mm] 35 40 40 50 50 50
Cmin-2 [mm]   40 50 50 50 70
Cmin-3 [mm]   40 50 50 70 70

Min. Spacing

Smin-1 [mm] 35 40 40 50 50 50
Smin-2 [mm]   40 50 50 50 70
Smin-3 [mm]   40 50 50 70 70

Installation Procedures

Design Resistance2)

Steel Failure


Non Cracked Concrete   Da   CS5 1) CS6 CS8 CS10 CS12 CS14

Steel 5.8

Tensile Nrd, Hef1 [kN] 0,83 2,67 5,00 8,00 10,67 14,87
Nrd, Hef2 [kN]   6,00 8,00 13,33 18,46 23,64
Nrd, Hef3 [kN]     10,67 16,67 24,09 29,71
Shear3) Vrd, Hef1 [kN] 3,52 5,60 6,97 9,49 11,90 14,87
Vrd, Hef2 [kN]   5,60 9,49 27,20 32,00 44,80
Vrd, Hef3 [kN]     12,62 27,20 32,00 44,80

A4-70

Tensile Nrd, Hef1 [kN]   2,67 5,00 8,00    
Nrd, Hef2 [kN]   6,00 8,00 13,33    
Nrd, Hef3 [kN]     10,67 16,67    
Shear3) Vrd, Hef1 [kN]   5,60 6,97 9,49    
Vrd, Hef2 [kN]   5,60 9,49 27,20    
Vrd, Hef3 [kN]     12,62 27,20    

Cracked Concrete   Da   CS5 1) CS6 CS8 CS10 CS12 CS14

Steel 5.8

Tensile Nrd, Hef1 [kN] 0,83 1,33 3,33 6,00 8,00 10,60
Nrd, Hef2 [kN]   2,67 6,00 11,15 13,16 16,85
Nrd, Hef3 [kN]     8,00 13,46 17,17 21,18
Shear3) Vrd, Hef1 [kN] 3,37 4,14 4,97 6,77 8,49 10,60
Vrd, Hef2 [kN]   5,60 6,77 22,31 26,32 33,70
Vrd, Hef3 [kN]     9,00 26,92 32,00 42,36

A4-70

Tensile Nrd, Hef1 [kN]   1,33 3,33 6,00    
Nrd, Hef2 [kN]   2,67 6,00 11,15    
Nrd, Hef3 [kN]     8,00 13,46    
Shear3) Vrd, Hef1 [kN]   4,14 4,97 6,77    
Vrd, Hef2 [kN]   5,60 6,77 22,31    
Vrd, Hef3 [kN]     9,00 26,92    

Recommended Loads4)

Steel Failure


Non Cracked Concrete   Da   CS5 1) CS6 CS8 CS10 CS12 CS14

Steel 5.8

Tensile Nrd, Hef1 [kN] 0,60 1,90 3,57 5,71 7,62 10,62
Nrd, Hef2 [kN]   4,29 5,71 9,52 13,19 16,89
Nrd, Hef3 [kN]     7,62 11,90 17,21 21,22
Shear3) Vrd, Hef1 [kN] 2,51 4,00 4,98 6,78 8,50 10,62
Vrd, Hef2 [kN]   4,00 6,78 19,43 22,86 32,00
Vrd, Hef3 [kN]     9,02 19,43 22,86 32,00

A4-70

Tensile Nrd, Hef1 [kN]            
Nrd, Hef2 [kN]            
Nrd, Hef3 [kN]            
Shear3) Vrd, Hef1 [kN]            
Vrd, Hef2 [kN]            
Vrd, Hef3 [kN]            

Cracked Concrete   Da   CS5 1) CS6 CS8 CS10 CS12 CS14

Steel 5.8

Tensile Nrd, Hef1 [kN] 0,60 0,95 2,38 4,29 5,71 7,57
Nrd, Hef2 [kN]   1,90 4,29 7,97 9,40 12,04
Nrd, Hef3 [kN]     5,71 9,61 12,27 15,13
Shear3) Vrd, Hef1 [kN] 2,41 2,96 3,55 4,83 6,06 7,57
Vrd, Hef2 [kN]   4,00 4,83 15,93 18,80 24,07
Vrd, Hef3 [kN]     6,43 19,23 22,86 30,25

A4-70

Tensile Nrd, Hef1 [kN]   0.95 2,38 4,29    
Nrd, Hef2 [kN]   1,90 4,29 7,97    
Nrd, Hef3 [kN]     5,71 9,61    
Shear3) Vrd, Hef1 [kN]   2,96 3,55 4,83    
Vrd, Hef2 [kN]   4,00 4,83 15,93    
Vrd, Hef3 [kN]     6,43 19,23    

1) CS5 is not included in the ETA. 2) All loads for a single anchor in dry wet concrete C20/25 - C50/60 without edge or spacing influences. 3) Steel Strength without bending moment. 4) Recommended Loads incl. Safety Factor γG = 1,4


 


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