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
532
Recommended loads
a)
: concrete C 20/25
– f
ck,cube
= 25 N/mm²,
anchor rebar BSt 500 S
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Non cracked concrete
Tensile N
rec
BSt 500
S
[kN]
12,0
16,8
23,1
28,0
24,0
38,1
52,3
76,2
89,3
Shear V
rec
BSt 500
S
[kN]
6,7
10,5
14,8
20,0
26,2
41,0
64,3
80,5
105,
2
Cracked concrete
Tensile N
rec
BSt 500
S
[kN]
6,4
9,0
12,3
15,3
15,0
25,4
37,3
52,5
61,5
Shear V
rec
BSt 500
S
[kN]
6,7
10,5
14,8
20,0
26,2
41,0
64,3
80,5
105,
2
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
giv
en
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 short 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 rebar BSt 500S
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Nominal
tensile
strength f
uk
BSt 500
S
[N/mm²]
550
550
550
550
550
550
550
550
550
Yield
strength f
y
k
BSt 500
S
[N/mm²]
500
500
500
500
500
500
500
500
500
Stressed
cross-
section A
s
BSt 500
S
[mm²]
50,3
78,5
113,1
153,9
201,1
314,2
490,9
615,8
804,
2
Moment of
resistance
W
BSt 500
S
[mm³]
50,3
98,2
169,6
269,4
402,1
785,4
1534
2155
3217
Material quality
Part
Material
rebar
BSt 500
S
Geometry
and mechanical propert
ies according to DIN 488-2:1986 or
E DIN 488-2:
2006
