ETA_19-0556_HSL-4_03-06-2021

European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Page 23 of 29 | 03/06/2021
Hilti heavy duty anchor HSL4
Annex C9
Table C9: Characteristic values of resistance under tension load in case of
seismic category C2 - HSL4, HSL4-G, HSL4-B, HSL4-SK
1)
In absence of other national regulations
2)
Pull-out failure is not decisive for design
.
Size
M10
M12
M16
M20
M24
Setting position















Effective
anchorage depth
h
ef
[mm]
70
90
110
80
105
130
100
125
150
125
155
185
150
180
210
Steel failure
Partial safety factor

Ms,seis
1)
[-]
1,5
Characteristic
resistance
N
Rk,s,seis
[kN]
46,4
67,4
125,6
196,0
282.4
Pullout failure
Installation safety
factor

inst
[-]
1,0
Characteristic
resistance
N
Rk,p,seis
[kN]
12,2
12,2
12,2
-
2)
25,8
25,8
34,2
34,2
34,2
40,1
40,1
40,1
45,9
45,9
45,9
Concrete cone failure
Installation safety
factor

inst
[-]
1,0
Performances
Characteristic resistance under seismic actions, seismic category C2