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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C2: Characteristic values of resistance under shear load in case of static
and quasi-static loading HSL4, HSL4-G, HSL4-B, HSL4-SK
Size
Setting position
Effective
anchorage
h
ef
depth
Steel failure without lever arm
HSL4, HSL4-G, HSL4-B, HSL4-SK
Partial safety
Ms,V
factor
Ductility factor
k
7
HSL4, HSL4-B
Characteristic
V
Rk,s
resistance
HSL4-SK
1)
t
fix
V
Characteristic
Rk,s
resistance
1)
t
fix
V
Rk,s
HSL4-G
Characteristic
V
Rk,s
resistance
Threaded rod only
Characteristic
V
Rk,s
resistance
1)
The influence of the thickness of fixture to the characteristic resistance for shear loads, steel failure without lever arm
is taken into account
Hilti heavy duty anchor HSL4
Performances
Characteristic resistance under shear load
M8
M10
[mm] 60 80 100 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
[-]
[-]
[kN]
31,1
60,5
[mm]
>=11
>=11
[kN]
31.1
60,5
[mm]
<11
<11
[kN]
14.6
23.2
[kN]
26,1
41,8
[kN]
14,6
23,2
Page 17 of 29 | 0 3 / 0 6 / 2 0 2 1
M12
M16
1,25
1,0
89,6
158,5
>=13
89,6
<13
33.7
59,3
120,6
33,7
62,8
Annex C3
M20
M24
186,0
204,5
-
155,3
204,5
98,0
146,5
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