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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C10: Characteristic values of resistance under shear load in case of seismic
category C2 - HSL4, HSL4-G, HSL4-B, HSL4-SK
Size
Setting position
Effective
h
anchorage depth
Steel failure without lever arm
Partial safety factor
HSL4, HSL4-B
Characteristic
V
resistance
HSL4-SK
t
Characteristic
resistance
V
HSL4-G
Characteristic
V
resistance
Concrete pryout failure
Installation safety
factor
Concrete edge failure
Installation safety
factor
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
Hilti heavy duty anchor HSL4
Performances
Characteristic resistance under seismic actions, seismic category C2
M10
[mm] 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
ef
1)
[-]
Ms,seis
[kN]
25,4
Rk,s,seis
2)
[mm]
>=11
fix
[kN]
25,4
Rk,s,seis
[kN]
22.5
Rk,s,seis
[-]
inst
[-]
inst
Page 24 of 29 | 0 3 / 0 6 / 2 0 2 1
M12
M16
1,25
30,5
61,8
>=13
30,5
22,5
44,6
1,0
1,0
Annex C10
M20
M24
78,1
87.9
-
50,2
77.7
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