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
497
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 specifi
ed 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 t
emperature: +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.
Anchor size
M8
M10
M12
M16
M20
M24
M27
M30
Typical embedment
depth [mm]
80
90
110
125
170
210
240
270
Base material thickne
ss [mm]
110
120
140
165
220
270
300
340
a)
The allowed range of embedment depth is s
hown in the setting details.
The corresponding load
v
alues c
an be
calculated according to the
simplified design method.
Mean ultimate
resistance: 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
Ru,m
HIT-V 5.8
[kN]
18,9
30,5
44,1
83,0
129,2
185,9
241,
5
295,
1
Shear V
Ru,m
HIT-V 5.8
[kN]
9,5
15,8
22,1
41,0
64,1
92,4
120,
8
147,
0
Cracked concrete
Tensile N
Ru,m
HIT-V 5.8
[kN]
18,9
30,5
44,1
65,2
110,8
146,1
196,
0
226,
2
Shear V
Ru,m
HIT-V 5.8
[kN]
9,5
15,8
22,1
41,0
64,1
92,4
120,
8
147,
0
Characteristic
resistance: 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
Rk
HIT-V
5.8
[kN]
18,0
29,0
42,0
70,6
111,9
153,7
187,
8
224,
0
Shear V
Rk
HIT-V
5.8
[kN]
9,0
15,0
21,0
39,0
61,0
88,0
115,
0
140,
0
Cracked concrete
Tensile N
Rk
HIT-V 5.8
[kN]
16,1
22,6
31,1
44,0
74,8
109,6
132,
3
152,
7
Shear V
Rk
HIT-V 5.8
[kN]
9,0
15,0
21,0
39,0
61,0
88,0
115,
0
140,
0
Design resistance: 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
Rd
HIT-V
5.8
[kN]
12,0
19,3
28,0
33,6
53,3
73,2
89,4
106,
7
Shear V
Rd
HIT-V
5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,
0
Cracked concrete
Tensile N
Rd
HIT-V
5.8
[kN]
8,9
12,6
17,3
20,9
35,6
52,2
63,0
72,7
Shear V
Rd
HIT-V
5.8
[kN]
7,2
12,0
16,8
31,2
48,8
70,4
92,0
112,
0
