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
524
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
Embedment depth
h
ef
[mm]
90
110
125
170
205
Non cracked concrete
N
0
Rd,p
Temperature range
I
[kN]
22,2
28,6
45,2
81,0
95,2
N
0
Rd,p
Temperature range
II
[kN]
19,4
23,8
35,7
66,7
81,0
N
0
Rd,p
Temperature range
III
[kN]
11,1
14,3
19,0
35,7
45,2
Cracked concrete
N
0
Rd,p
Temperature range
I
[kN]
13,9
19,0
28,6
45,2
54,8
N
0
Rd,p
Temperature range
II
[kN]
11,1
16,7
19,0
35,7
45,2
N
0
Rd,p
Temperature range
III
[kN]
6,7
9,5
11,9
19,0
23,8
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
N
0
Rd,c
Non cracked concrete
[kN]
24,0
27,7
33,6
53,3
70,6
N
0
Rd,c
Cracked concrete
[kN]
17,1
19,8
24,0
38,0
50,3
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
= 1
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
