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
498
Recommended loads
a)
: concrete C 20/25
– f
ck,cube
= 25 N/mm²,
anchor HIT-V 5.8
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
M24
M27
M30
Non cracked concrete
Tensile N
rec
HIT-V
5.8
[kN]
8,6
13,8
20,0
24,0
38,1
52,3
63,9
76,2
Shear V
rec
HIT-V
5.8
[kN]
5,1
8,6
12,0
22,3
34,9
50,3
65,7
80,0
Cracked concrete
Tensile N
rec
HIT-V
5.8
[kN]
6,4
9,0
12,3
15,0
25,4
37,3
45,0
51,9
Shear V
rec
HIT-V
5.8
[kN]
5,1
8,6
12,0
22,3
34,9
50,3
65,7
80,0
a) With ov
erall partial safety factor
for
action
J
= 1,4. The partial safety factors for action depend on the type of
loading and shall be
taken from national regulations.
Service temperature r
ange
Hilti HIT-RE
500-SD
injection
mortar may be applied
in the temperature
ranges
given
below.
An elev
ated
base
material temperature
may lead to
a reduction of the design bond resistance.
Temperature range
Bas
e m
aterial
temperature
Maximum long term
bas
e material
temperature
Maximum s
hort term
bas
e material
temperature
Temperature range
I
-40 °C to +40
°C
+24 °C
+40 °C
Temperature range
II
-40 °C to +58
°C
+35 °C
+58 °C
Temperature range
III
-40 °C to +70
°C
+43 °C
+70 °C
Max s
hort
term bas
e material temperature
Short-term
elev
ated
base material
temperatures
are those that occur ov
er
brief
interv
als,
e.
g.
as a result of
diurnal cycling.
Max long term b
as
e material temperature
Long-term
elev
ated
base material temperatures
are roughly cons
tant ov
er
significant periods of time.
Mater
ials
Mechanical properties
of HIT-V / HAS
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
M24
M27
M30
Nominal
tensile
strength f
uk
HIT-V
5.8
[N/mm²]
500
500
500
500
500
500
500
500
HIT-V
8.8
[N/mm²]
800
800
800
800
800
800
800
800
HIT-V-R
[N/mm²]
700
700
700
700
700
700
500
500
HIT-V-HCR
[N/mm²]
800
800
800
800
800
700
700
700
Yield strength
f
y
k
HIT-V
5.8
[N/mm²]
400
400
400
400
400
400
400
400
HIT-V
8.8
[N/mm²]
640
640
640
640
640
640
640
640
HIT-V -R
[N/mm²]
450
450
450
450
450
450
210
210
HIT-V -HCR
[N/mm²]
600
600
600
600
600
400
400
400
Stressed
cross-section
A
s
HIT-V
[mm²]
36,6
58,0
84,3
157
245
353
459
561
Moment of
resistance W
HIT-V
[mm³]
31,2
62,3
109
277
541
935
1387
1874
