ETA_19-0556_HSL-4_03-06-2021

European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Page 15 of 29 | 03/06/2021
Hilti heavy duty anchor HSL4
Annex C1
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
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,N
[-]
1,5
HSL4, HSL4-G, HSL4-B, HSL4-SK
Characteristic
resistance
N
Rk,s
[kN]
29,3
46,4
67,4
125,6
196,0
282,4
Pullout failure
Characteristic resistance in concrete C20/25
HSL4, HSL4-G, HSL4-B, HSL4-SK
Installation
safety factor

inst
[-]
1,0
HSL4, HSL4-G, HSL4-B, HSL4-SK
Non cracked
concrete
N
Rk,p,uncr
[kN]
-
1)
-
1)
-
1)
-
1)
-
1)
-
1)
-
1)
-
1)
-
1)
-
1)
65
65
-
1)
95
95
-
1)
100
100
Cracked
concrete
N
Rk,p,cr
[kN]
12
12
12
16
16
16
-
1)
24
24
-
1)
36
36
-
1)
50
50
-
1)
65
65
Performances
Characteristic resistance under tension load