Hi
lti
HI
T-RE 500-SD mortar
with
HI
S-
(R
)N
sl
eev
e
09
/ 2014
Thes
e pages
are par
t of
the Anchor
Fas
tening
Technology
Man
ual
is
s
ue
September
2014
517
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
-
Screw strength class
8.8
-
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 and base material
thicknes
s for the basic
loading data.
Mean ultimate
resistance, characteristic
resistance, design resistance, recommended
loads.
Anchor size
M8
M10
M12
M16
M20
Embedment depth [mm]
90
110
125
170
205
Base material thickne
ss [mm]
120
150
170
230
270
Mean ultimate
resistance: concrete C 20/25 – f
ck,cube
=
25 N/mm², anchor HIS-N
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
Non cracked concrete
Tensile N
Ru,m
HIS-N
[kN]
26,3
48,3
70,4
123,
9
114,5
Shear V
Ru,m
HIS-N
[kN]
13,7
24,2
41,0
62,0
57,8
Cracked concrete
Tensile N
Ru,m
HIS-N
[kN]
26,3
48,3
67,1
106,
4
114,5
Shear V
Ru,m
HIS-N
[kN]
13,7
24,2
41,0
62,0
57,8
Characteristic
resistance: concrete C 20/25 – f
ck,cube
=
25 N/mm², anchor HIS-N
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
Non cracked concrete
Tensile N
Rk
HIS-N
[kN]
25,0
46,0
67,0
111,
9
109,0
Shear V
Rk
HIS-N
[kN]
13,0
23,0
39,0
59,0
55,0
Cracked concrete
Tensile N
Rk
HIS-N
[kN]
25,0
40,0
50,3
79,8
105,7
Shear V
Rk
HIS-N
[kN]
13,0
23,0
39,0
59,0
55,0
Design resistance: concrete C 20/25
–
f
ck,cube
= 25 N/mm²,
anchor HIS-N
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
Non cracked concrete
Tensile N
Rd
HIS-N
[kN]
16,8
27,7
33,6
53,3
70,6
Shear V
Rd
HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
Cracked concrete
Tensile N
Rd
HIS-N
[kN]
13,9
19,0
24,0
38,0
50,3
Shear V
Rd
HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
