1 .. 28 29 30 31 32 33 34 35 36 37 38 .. 74
Hi
lti
 HI
T-R
E 500-SD mortar
 
wi
th
H
IS-(R)N
 sleev
e
 
 
 
 
Thes
e pages
are part of the Anchor
Fas
tening
Technology Manual is
s
ue September 2014
    
     
  09 /
2014
 
528
D
e
si
g
n
 re
si
sta
n
c
e
: c
o
n
c
re
te
 C
2
0
/
25
–  f
ck,cube
 = 25 N/mm², Temperature range I
 
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
Embedm
ent de
pth
 
h
ef
 =
[mm]
90
110
125
170
205
Base material thickness
h
min
=
[mm]
120
150
170
230
270
 
Tens
ile N
Rd
: s
ingle anchor, no edge
effects
Non cracked concrete
HIS-N
[kN]
17,4
27,7
33,6
53,3
70,6
HIS-RN
[kN]
13,9
21,9
31,6
53,3
69,2
Cracked concrete
HIS-(R)N
[kN]
13,9
19,0
24,0
38,0
50,3
 
Shear V
Rd
:
single anchor, no edge effects
,
without lever arm
 
Non cracked and cracked
concrete
HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
HIS-RN
[kN]
8,3
12,8
19,2
35,3
41,5
 
D
e
si
g
n
 re
si
sta
n
c
e
: c
o
n
c
re
te
 C
2
0
/
25
–  f
ck,cube
 = 25 N/mm², Temperature range I
 
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
Embedm
ent de
pth
 
h
ef
 =
[mm]
90
110
125
170
205
Base material thickness h
min
=
[mm]
120
150
170
230
270
Edge distanc
e
 
c = c
min
=
[mm]
40
45
55
65
90
 
Tens
ile N
Rd
: s
ingle anchor, min.
 edge distance
(c
= c
min
)
Non cracked concrete
HIS-(R)N
[kN]
11,0
12,4
15,4
23,5
32,0
Cracked concrete
HIS-(R)N
[kN]
7,1
8,9
11,0
16,8
22,8
 
Shear V
Rd
: s
ingle anchor, min.
 edge dis
tance (c
= c
min
) , without lever arm
Non cracked concrete
HIS-(R)N
[kN]
4,2
5,5
7,6
10,8
17,2
Cracked concrete
HIS-(R)N
[kN]
3,0
3,9
5,4
7,7
12,2
 
D
e
si
g
n
 re
si
sta
n
c
e
: c
o
n
c
re
te
 C
2
0
/
25
–  f
ck,cube
 = 25 N/mm², Temperature range I
(load values
 are valid for s
ingle anch
or)
 
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
Embedm
ent de
pth
 
h
ef
 =
[mm]
90
110
125
170
205
Base material thickness h
min
=
[mm]
120
150
170
230
270
Spacing
s
=
s
min
=
[mm]
40
45
55
65
90
 
Tens
ile N
Rd
: double anchor, no edge effects
,
min.
 spacing
(s
 
= s
min
)
Non cracked concrete
HIS-(R)N
[kN]
13,1
15,2
18,5
29,0
38,8
Cracked concrete
HIS-(R)N
[kN]
8,5
10,8
13,2
20,6
27,6
 
Shear V
Rd
: double anchor, no edge effects,
min.
 s
pacing
(s
 
= s
min
) , without lever arm
Non cracked and cracked
concrete
HIS-N
[kN]
10,4
18,4
26,0
39,3
36,7
HIS-RN
[kN]
8,3
12,8
19,2
35,3
41,5