ETA_19-0556_HSL-4_03-06-2021

European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Page 20 of 29 | 03/06/2021
Hilti heavy duty anchor HSL4
Annex C6
Table C5: Characteristic values of resistance under tension load in case of
seismic category C1 - HSL4, HSL4-G, HSL4-B, HSL4-SK
1)
In absence of other national regulations
2)
Pull-out failure is not decisive for design
Size
M8
M10
M12
M16
M20
M24
Setting position


















Effective
anchorage depth
h
ef
[mm]
60
80
100
70
90
110
80
105
130
100
125
150
125
155
185
150
180
210
Steel failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Partial safety
factor

Ms,seis
1)
[-]
1,5
HSL4, HSL4-G, HSL4-B, HSL4-SK
Characteristic
resistance
N
Rk,s,seis
[kN]
29,3
46,4
67,4
125,6
196,0
282,4
Pullout failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Installation
safety factor

inst
[-]
1,0
HSL4, HSL4-G, HSL4-B, HSL4-SK
Characteristic
resistance
N
Rk,p,seis
[kN]
12
12
12
16
16
16
-
2)
24
24
-
2)
36
36
-
2)
50
50
-
2)
65
65
Concrete cone failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Installation
safety factor

inst
[-]
1,0
Performances
Characteristic resistance under seismic actions, seismic category C1