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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C1: Characteristic values of resistance under tension load in case of static
and quasi-static loading HSL4, HSL4-G, HSL4-B, HSL4-SK
Size
Setting position
Effective
h
ef
anchorage depth
Steel failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Partial safety
Ms,N
factor
HSL4, HSL4-G, HSL4-B, HSL4-SK
Characteristic
N
Rk,s
resistance
Pullout failure
Characteristic resistance in concrete C20/25
HSL4, HSL4-G, HSL4-B, HSL4-SK
Installation
inst
safety factor
HSL4, HSL4-G, HSL4-B, HSL4-SK
Non cracked
N
Rk,p,uncr
concrete
Cracked
N
Rk,p,cr
concrete
Hilti heavy duty anchor HSL4
Performances
Characteristic resistance under tension load
M8
M10
[mm] 60 80 100 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
[-]
[kN]
29,3
46,4
[-]
1)
1)
1)
1)
1)
[kN] -
-
-
-
-
[kN] 12 12 12 16 16 16 -
Page 15 of 29 | 0 3 / 0 6 / 2 0 2 1
M12
M16
1,5
67,4
125,6
1,0
1)
1)
1)
1)
1)
-
-
-
-
-
65 65 -
1)
1)
24 24 -
36 36 -
Annex C1
M20
M24
196,0
282,4
1)
1)
95 95 -
100 100
1)
1)
50 50 -
65 65
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