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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C5: Characteristic values of resistance under tension load in case of
seismic category C1 - 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,seis
factor
HSL4, HSL4-G, HSL4-B, HSL4-SK
Characteristic
N
Rk,s,seis
resistance
Pullout failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Installation
inst
safety factor
HSL4, HSL4-G, HSL4-B, HSL4-SK
Characteristic
N
Rk,p,seis
resistance
Concrete cone failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Installation
inst
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 C1
M8
[mm] 60 80 100 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
1)
[-]
[kN]
29,3
[-]
[kN] 12 12 12 16 16 16 -
[-]
M10
M12
1,5
46,4
67,4
125,6
1,0
2)
24 24 -
2)
1,0
Page 20 of 29 | 0 3 / 0 6 / 2 0 2 1
M16
M20
196,0
282,4
36 36 -
2)
50 50 -
2)
Annex C6
M24
65 65
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