Hi
lti
HIT-
RE
50
0-
SD mortar
wi
th
r
ebar (as anchor)
09
/ 2014
Thes
e pages
are par
t of
the Anchor
Fas
tening
Technology
Man
ual
is
s
ue
September
2014
545
Shear resistance
in case of seismic performance category C1
Anchor size
Φ
8
Φ
10
Φ
12
Φ
14
Φ
16
Φ
20
Φ
25
Φ
26
Φ
28
Φ
30
Φ
32
Ch
arac
teris
tic
s
hear res
is
tance
to s
teel failure
Rebar B500B
Acc.
to DIN
488:2009-
08
N
Rk,s,se
i
s
[kN]
10
15
22
29
39
60
95
-
118
-
155
Partial safety factor
Acc.
to DIN
488:2009-
08
J
Ms,seis
[-]
1,5
-
1,5
-
1,5
Concrete pryout resis
tance and concrete edge
resistance
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
Φ
8
Φ
10
Φ
12
Φ
14
Φ
16
Φ
20
Φ
25
Φ
26
Φ
28
Φ
30
Φ
32
Displacement
1)
G
V,seis
[mm]
3,2
3,5
3,8
4,1
4,4
5,0
5,8
5,9
6,2
6,5
6,8
1) Maximum displacement during cycling (seismic
ev
ent).
For seismic
resistent fastening applications please use the
anchor des
ign software PROFIS Anchor.
