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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C9: Characteristic values of resistance under tension load in case of
seismic category C2 - HSL4, HSL4-G, HSL4-B, HSL4-SK
Size
Setting position
Effective
h
anchorage depth
Steel failure
Partial safety factor
Characteristic
N
resistance
Pullout failure
Installation safety
factor
Characteristic
N
resistance
Concrete cone failure
Installation safety
factor
1)
In absence of other national regulations
2)
Pull-out failure is not decisive for design
.
Hilti heavy duty anchor HSL4
Performances
Characteristic resistance under seismic actions, seismic category C2
M10
[mm] 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
ef
1)
[-]
Ms,seis
[kN]
46,4
Rk,s,seis
[-]
inst
[kN] 12,2 12,2 12,2 -
Rk,p,seis
[-]
inst
Page 23 of 29 | 0 3 / 0 6 / 2 0 2 1
M12
M16
1,5
67,4
125,6
1,0
2)
25,8 25,8 34,2 34,2 34,2 40,1 40,1 40,1 45,9 45,9 45,9
1,0
Annex C9
M20
M24
196,0
282.4
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