Hi
lti
HIT-
RE
50
0-
SD mortar
wi
th
r
ebar (as anchor)
09
/ 2014
Thes
e pages
are par
t of
the Anchor
Fas
tening
Technology
Man
ual
is
s
ue
September
2014
531
Basic
loading
data (for a single
anchor)
All data in this s
ection applies
to
For
details
see
Simplified
design
method
-
Correct setting
(See setting instruction)
-
No edge distance and spacing influence
-
Steel
f
ailure
-
Base
material thickness,
as specified in the table
-
One typical
embedment
depth, as specified
in the table
-
One anchor material, as specified in the
tables
-
Concrete
C
20/25,
f
ck,cube
= 25 N/mm²
-
Temperate
range
I
(min.
base material temperature
-40°C, max.
long term/short t
erm base material temperature: +24°C/40°C)
-
Installation temperature
range
+5°C to +40°C
Embedment depth
a)
and base material
thickness for the basic
loading data.
Mean ultimate
resistance, characteristic
resistance, design resistance, recommended
loads.
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
Ø8
Ø10
Ø12
Ø14
Ø16
Ø20
Ø25
Ø28
Ø32
Typical embedment
depth [mm]
80
90
110
125
125
170
210
270
300
Base material thickness [mm]
110
120
145
165
165
220
275
340
380
a)
The allowed range of embedment depth is s
hown in the setting details.
The corresponding load v
alues can be
calculated according to the
simplified design method.
Mean ultimate
resistance: concrete C 20/25 – f
ck,cube
=
25 N/mm², anchor rebar BSt 500S
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
Ru,m
BSt 500
S
[kN]
29,4
45,2
65,1
89,3
94,1
149,2
204,9
298,7
349,
9
Shear V
Ru,m
BSt 500
S
[kN]
14,7
23,1
32,6
44,1
57,8
90,3
141,8
177,5
232,
1
Cracked concrete
Tensile N
Ru,m
BSt 500
S
[kN]
23,8
33,5
46,1
57,0
65,2
110,8
146,1
228,7
268,
1
Shear V
Ru,m
BSt 500
S
[kN]
14,7
23,1
32,6
44,1
57,8
90,3
141,8
177,5
232,
1
Characteristic
resistance: 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
Rk
BSt 500
S
[kN]
28,0
42,4
58,3
70,6
70,6
111,9
153,7
224,0
262,
4
Shear V
Rk
BSt 500
S
[kN]
14,0
22,0
31,0
42,0
55,0
86,0
135,0
169,0
221,
0
Cracked concrete
Tensile N
Rk
BSt 500
S
[kN]
16,1
22,6
31,1
38,5
44,0
74,8
109,6
154,4
181,
0
Shear V
Rk
BSt 500
S
[kN]
14,0
22,0
31,0
42,0
55,0
86,0
135,0
169,0
221,
0
Design resistance: 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
Rd
BSt 500
S
[kN]
16,8
23,6
32,4
39,2
33,6
53,3
73,2
106,7
125,
0
Shear V
Rd
BSt 500
S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,
3
Cracked concrete
Tensile N
Rd
BSt 500
S
[kN]
8,9
12,6
17,3
21,4
20,9
35,6
52,2
73,5
86,2
Shear V
Rd
BSt 500
S
[kN]
9,3
14,7
20,7
28,0
36,7
57,3
90,0
112,7
147,
3
