Hi
lti
HI
T-R
E 500-SD mortar
wi
th HI
T-V ro
d
Thes
e pages
are part of the Anchor
Fas
tening
Technology Manual is
s
ue September 2014
09 /
2014
504
Design combined pull-out
and concrete cone resistance
N
Rd
,p
=
N
0
Rd
,p
f
B,p
f
1,N
f
2,N
f
3,N
f
h,p
f
re,N
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
M24
M27
M30
Typical embedment depth
h
ef,typ
[
mm]
80
90
110
125
170
210
240
270
Non cracked concrete
N
0
Rd,p
Temperature range
I
[kN]
17,9
25,1
36,9
44,9
76,3
105,6
135,
7
157,
5
N
0
Rd,p
Temperature range
II
[kN]
14,5
20,4
29,9
35,9
61,0
82,9
106,
6
133,
3
N
0
Rd,p
Temperature range
III
[kN]
8,9
12,6
18,4
22,4
35,6
52,8
63,0
78,8
Cracked concrete
N
0
Rd,p
Temperature range
I
[kN]
8,9
12,6
17,3
20,9
35,6
52,8
63,0
72,7
N
0
Rd,p
Temperature range
II
[kN]
7,3
9,4
13,8
18,0
28,0
41,5
48,5
60,6
N
0
Rd,p
Temperature range
III
[kN]
4,5
5,5
8,1
10,5
15,3
22,6
29,1
36,4
Design concrete cone resistance N
Rd,c
=
N
0
Rd,c
f
B
f
1,N
f
2,N
f
3,N
f
h,N
f
re,
N
Design splitting
resistance
a)
N
Rd,s
p
=
N
0
Rd
,c
f
B
f
1,s
p
f
2,s
p
f
3,s
p
f
h,N
f
re,N
Data according ETA-07/0260,
iss
ue
2013-06-26
Anchor size
M8
M10
M12
M16
M20
M24
M27
M30
N
0
Rd,c
Non cracked concrete
[kN]
20,1
24,0
32,4
33,6
53,3
73,2
89,4
106,
7
N
0
Rd,c
Cracked concrete
[kN]
14,3
17,1
23,1
24,0
38,0
52,2
63,7
76,1
a)
Splitting resistance must only be considered
for non-cracked
concrete
Influencing factors
Influence of concrete strength on combined pull-out and concrete cone resistance
Concrete strength
des
ignation
(ENV 206)
C 20/25
C 25/30
C 30/37
C 35/45
C 40/50
C 45/55
C 50/60
f
B,p
=
(f
ck,cube
/25N/mm²)
0,1
a)
1
1,02
1,04
1,06
1,07
1,08
1,09
a)
f
ck,cube
= concrete compressive strength, measured
on cubes with 150 mm side lengt
h
Influence of embedment depth on combined pull-out
and concrete cone resistance
f
h,p
= h
ef
/h
ef,typ
Influence of concrete strength on concrete cone resistance
Concrete strength
des
ignation
(ENV 206)
C 20/25
C 25/30
C 30/37
C 35/45
C 40/50
C 45/55
C 50/60
f
B
=
(f
ck,cube
/25N/mm²)
1/2
a)
1
1,1
1,22
1,34
1,41
1,48
1,55
a)
f
ck,cube
= concrete compressive strength, measured
on cubes with 150 mm side lengt
h
