ETA_19-0556_HSL-4_03-06-2021

European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Page 21 of 29 | 03/06/2021
Hilti heavy duty anchor HSL4
Annex C7
Table C6: Characteristic values of resistance under shear load in case of seismic
category C1 - HSL4, HSL4-G, HSL4-B, HSL4-SK
1)
In absence of other national regulations
2)
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,seis
1)
[-]
1,25
HSL4, HSL4-B
Characteristic
resistance
V
Rk,s,seis
[kN]
17,7
44,2
58,2
114,1
109,7
163,6
HSL4-SK
Characteristic
resistance
t
fix
2)
[mm]
>=11
>=11
>=13
-
V
Rk,s,seis
[kN
17,7
44,2
58,2
HSL4-G
Characteristic
resistance
V
Rk,s,seis
[kN]
14,9
30,5
38,5
86,8
91,6
-
Concrete pryout failure
Installation
safety factor

inst
[-]
1,0
Concrete edge failure
Installation
safety factor

inst
[-]
1,0
Performances
Characteristic resistance under seismic actions, seismic category C1