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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C2: Continued
Size
Setting position
Effective
anchorage
h
ef
depth
Steel failure with lever arm
HSL4, HSL4-G, HSL4-B, HSL4-SK
Partial safety
Ms,V
factor
Ductility factor
k
7
Characteristic
0
M
Rk,s
resistance
Concrete pryout failure
HSL4, HSL4-G, HSL4-B, HSL4-SK
Pry-out factor
k
8
Installation
inst
safety factor
Concrete edge failure
Effective length
l
= h
f
of anchor
Diameter of
d
nom
anchor
Installation
inst
safety factor
Hilti heavy duty anchor HSL4
Performances
Characteristic resistance under shear load
M8
[mm] 60 80 100 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
[-]
[-]
[Nm]
30
[-]
2.4
[-]
[mm] 60 80 100 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
ef
[mm]
12
[-]
M10
M12
1,25
1,0
60
105
2.6
2.7
1,0
15
18
1,0
Page 18 of 29 | 0 3 / 0 6 / 2 0 2 1
M16
M20
266
519
2.8
3.8
24
28
Annex C4
M24
898
3.2
32
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