Hi
lti
HI
T-RE 500-SD mortar
with
HI
S-
(R
)N
sl
eev
e
09
/ 2014
Thes
e pages
are par
t of
the Anchor
Fas
tening
Technology
Man
ual
is
s
ue
September
2014
529
Seismic design C1
Basic
loading
data for concrete
C20/25
– C50/60
All data in this
s
ection
applies
to:
-
Seismic
design
according
to
TR045
The following technical data are based on:
ET
A-07/0260,
issue
2013-06-26
Anchorage depth range
Anchor size
M8
M10
M12
M16
M20
Effectiv
e anchorage dept
h
h
ef
[mm]
90
110
125
170
205
Tension resistance
in case of seismic performance category C1
Anchor size
M8
M10
M12
M16
M20
Diameter of element
12,5
16,5
20,5
25,4
27,6
Ch
arac
teris
tic t
ens
ion res
is
tance t
o
s
teel
failure
HIS-N steel
grade 8.8
N
Rk,s,seis
[kN]
25
46
67
118
109
Partial safety factor
J
Ms,seis
[-]
1,43
1,5
1,47
HIS-RN steel
grade
70
N
Rk,s,seis
[kN]
26
41
59
110
166
Partial safety factor
J
Ms,seis
[-]
1,87
2,4
Characteris
tic bond resis
tance
in
cracked concrete C20/25 to C50/60
Temperat
ure ran
ge I:
40°C/24°C
N
Rk,p,seis
[N/mm²]
20
30
42
61
71
Temperat
ure ran
ge II:
58°C/35°C
N
Rk,p,seis
[N/mm²]
16
26
28
48
59
Temperat
ure ran
ge III:
70°C/43°C
N
Rk,p,seis
[N/mm²]
9,5
15
17
25
31
Partial safety factor
J
Mp,seis
[-]
1,8
2,1
Concrete
cone resis
tance
and splitting
resis
tance
Partial safety factor
J
Mc,seis
=
J
Msp,seis
[-]
1,8
2,1
Displacement under tension load in case of seismic
performance category C1
1)
Anchor size
M8
M10
M12
M16
M20
Displacement
1)
G
N,seis
[mm]
1,5
1,7
1,9
2,3
2,7
1) Maximum displacement during cycling (seismic
ev
ent).
Shear resistance
in case of seismic
performance category C1
Anchor size
M8
M10
M12
M16
M20
Ch
arac
teris
tic
s
hear res
is
tance
to s
teel failure
HIS-N steel
grade 8.8
N
Rk,s,seis
[kN]
9
16
27
41
39
Partial safety factor
J
Ms,seis
[-]
1,25
1,5
HIS-RN steel
grade
70
N
Rk,s,seis
[kN]
9
14
21
39
58
Partial safety factor
J
Ms,seis
[-]
1,56
2,0
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
Displacement
1)
G
V,seis
[mm]
3,2
3,5
3,8
4,4
5,0
1) Maximum displacement during cycling (seismic
ev
ent).
For seismic
resistent fastening applications please use the
anchor des
ign software PROFIS Anchor.
