ETA_19-0556_HSL-4_03-06-2021

European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Page 17 of 29 | 03/06/2021
Hilti heavy duty anchor HSL4
Annex C3
Table C2: Characteristic values of resistance under shear load in case of static
and quasi-static loading HSL4, HSL4-G, HSL4-B, HSL4-SK
1)
The influence of the thickness of fixture to the characteristic resistance for shear loads, steel failure without lever arm
is taken into account
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 without lever arm
HSL4, HSL4-G, HSL4-B, HSL4-SK
Partial safety
factor

Ms,V
[-]
1,25
Ductility factor
k
7
[-]
1,0
HSL4, HSL4-B
Characteristic
resistance
V
Rk,s
[kN]
31,1
60,5
89,6
158,5
186,0
204,5
HSL4-SK
Characteristic
resistance
t
fix
1)
[mm]
>=11
>=11
>=13
-
V
Rk,s
[kN]
31.1
60,5
89,6
t
fix
1)
[mm]
<11
<11
<13
V
Rk,s
[kN]
14.6
23.2
33.7
HSL4-G
Characteristic
resistance
V
Rk,s
[kN]
26,1
41,8
59,3
120,6
155,3
204,5
Threaded rod only
Characteristic
resistance
V
Rk,s
[kN]
14,6
23,2
33,7
62,8
98,0
146,5
Performances
Characteristic resistance under shear load