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European Technical Assessment ETA - 1 9 / 0 5 5 6
English translation prepared by CSTB
Table C6: Characteristic values of resistance under shear load in case of seismic
category C1 - HSL4, HSL4-G, HSL4-B, HSL4-SK
Size
Setting position
Effective
h
ef
anchorage depth
Steel failure without lever arm
HSL4, HSL4-G, HSL4-B, HSL4-SK
Partial safety
Ms,seis
factor
HSL4, HSL4-B
Characteristic
V
Rk,s,seis
resistance
HSL4-SK
t
2)
Characteristic
fix
resistance
V
Rk,s,seis
HSL4-G
Characteristic
V
Rk,s,seis
resistance
Concrete pryout failure
Installation
inst
safety factor
Concrete edge failure
Installation
inst
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 C1
M8
[mm] 60 80 100 70 90 110 80 105 130 100 125 150 125 155 185 150 180 210
1)
[-]
[kN]
17,7
[mm]
>=11
[kN
17,7
[kN]
14,9
[-]
[-]
M10
M12
1,25
44,2
58,2
114,1
>=11
>=13
44,2
58,2
30,5
38,5
1,0
1,0
Page 21 of 29 | 0 3 / 0 6 / 2 0 2 1
M16
M20
109,7
163,6
-
86,8
91,6
Annex C7
M24
-
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Table des Matières
