Hi
lti
HI
T-R
E 500-SD mortar
wi
th
r
ebar (as anchor)
Thes
e pages
are part of the Anchor
Fas
tening
Technology Manual is
s
ue September 2014
09 /
2014
544
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
Φ
8
Φ
10
Φ
12
Φ
14
Φ
16
Φ
20
Φ
25
Φ
26
Φ
28
Φ
30
Φ
32
Effectiv
e anchorage
depth range
h
ef
,min
[mm]
60
60
70
80
80
90
100
104
115
120
130
h
ef
,max
[mm]
160
200
240
280
320
400
500
520
540
600
660
Tension 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 t
ens
ion res
is
tance t
o
s
teel
failure
Rebar B500B
Acc.
to DIN
488:2009-08
N
Rk,s,seis
[kN]
28
43
62
85
111
173
270
-
339
-
442
Partial safety factor
Acc.
to DIN
488:2009-08
J
Ms,seis
[-]
1,4
-
1,4
-
1,4
Characteris
tic bond resis
tance
in
cracked concrete C20/25 to C50/60
Temp.
range I:
40°C/24°C
W
Rk,seis
[N/mm²]
6,4
6,4
6
5,4
5,3
5
4,6
4,5
4
3,6
3,4
Temp.
range II:
58°C/35°C
W
Rk,seis
[N/mm²]
5,2
5,2
4,8
4,7
4,5
3,9
3,6
3,5
3,1
3,0
2,9
Temp.
range III:
70°C/43°C
W
Rk,seis
[N/mm²]
3,2
2,8
2,8
2,7
2,6
2,1
2
1,9
1,8
1,8
1,7
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
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
N,seis
[mm]
1,5
1,7
1,9
2,1
2,3
2,7
3,2
3,3
3,5
3,7
3,9
1) Maximum displacement during cycling (seismic
ev
ent).
