Hi
lti
HI
T-R
E 500-SD mortar
wi
th HI
T-V ro
d
Thes
e pages
are part of the Anchor
Fas
tening
Technology Manual is
s
ue September 2014
09 /
2014
514
Shear resistance
in case of seismic performance category C1
Anchor size
M8
M10
M12
M16
M20
M24
M27
M30
Ch
arac
teris
tic
s
hear res
is
tance
to s
teel failure
for HIT-V-5.8(F)
V
Rk,s,se
i
s
[kN]
6
11
15
27
43
62
81
98
for HIT-V-8.8(F)
V
Rk,s,se
i
s
[kN]
11
16
24
44
69
99
129
157
Partial safety factor
J
Ms,seis
[-]
1,25
for HIT-V-R
V
Rk,s,se
i
s
[kN]
9
14
21
39
60
87
81
98
Partial safety factor
J
Ms,seis
[-]
1,56
2,38
for HIT-V-HCR
V
Rk,s,se
i
s
[kN]
11
16
24
44
69
87
113
137
Partial safety factor
J
Ms,seis
[-]
1,25
1,75
Concrete pryout resis
tance and concrete edge
resis
tance
Partial safety factor
J
Mcp,seis =
J
Mc,seis
[-]
1,5
Displacement under
shear load in case
of seismic performance category
C1
1)
Anchor size
M8
M10
M12
M16
M20
M24
M27
M30
Displacement
1)
G
V,seis
[mm]
3,2
3,5
3,8
4,4
5,0
5,6
6,1
6,5
1) Maximum displacement during cycling (seismic
ev
ent).
For seismic
resistent fastening applications please use the
anchor des
ign software PROFIS Anchor.
