Hi
lti
HI
T-RE 500-SD mortar
wi
th HI
T-
V rod
09
/ 2014
Thes
e pages
are par
t of
the Anchor
Fas
tening
Technology
Man
ual
is
s
ue
September
2014
513
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
M24
M27
M30
Effectiv
e anchorage
depth range
h
ef
,min
[mm]
40
40
48
64
80
96
108
120
h
ef
,max
[mm]
160
200
240
320
400
480
540
600
Tension resistance in case of
seismic performance category C1
Anchor size
M8
M10
M12
M16
M20
M24
M27
M30
Ch
arac
teris
tic t
ens
ion res
is
tance t
o
s
teel
failure
HIT-V-5.8(F)
N
Rk,s,s
e
is
[kN]
18
29
42
79
123
177
230
281
HIT-V-8.8(F)
N
Rk,s,s
e
is
[kN]
29
46
67
126
196
282
367
449
Partial safety factor
J
Ms,seis
[-]
1,5
HIT-V-R
N
Rk,s,s
e
is
[kN]
26
41
59
110
172
247
230
281
Partial safety factor
J
Ms,seis
[-]
1,87
2,86
HIT-V-HCR
N
Rk,s,s
e
is
[kN]
29
46
67
126
196
247
321
393
Partial safety factor
J
Ms,seis
[-]
1,5
2,1
Characteris
tic bond resis
tance
in
cracked concrete C20/25 to C50/60
Temperature range
I:
40°C/24°C
W
Rk,seis
[N/mm²]
6,4
6,4
6
5,3
5
4,6
4,1
3,6
Temperature range
II:
58°C/35°C
W
Rk,seis
[N/mm²]
5,2
4,8
4,8
4,5
3,9
3,6
3,1
3
Temperature range
III:
70°C/43°C
W
Rk,seis
[N/mm²]
3,2
2,8
2,8
2,6
2,1
2
1,9
1,8
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
M24
M27
M30
Displacement
1)
G
N,seis
[mm]
1,5
1,7
1,9
2,3
2,7
3,1
3,4
3,7
1) Maximum displacement during cycling (seismic
ev
ent).
