HUS-
V
Screw anc
hor
09
/ 2014
Thes
e pages
are par
t of
the Anchor
Fas
tening
Technology
Man
ual
is
s
ue
September
2014
279
T
ension loading
The design tensile resistance is the lower value of
-
Steel resistance:
N
Rd,s
-
Concrete pull-out resistance:
N
Rd,p
=
N
0
Rd,p
f
B
-
Concrete cone
resistance:
N
Rd,c
=
N
0
Rd,c
f
B
f
1,N
f
2,N
f
3,N
f
re,N
-
Concrete
splitting resistance (only non-cracked
concrete):
N
Rd,sp
=
N
0
Rd,c
f
B
f
1,sp
f
2,sp
f
3,sp
f
h,sp
f
re,N
Basic design tensile resistance
Design steel resistance N
Rd,s
Anchor size
HUS-V
8
10
N
Rd,s
[kN]
25
30,3
Design pull-out resistance N
Rd,p
=
N
0
Rd
,p
f
B
Anchor size
HUS-V
8
10
Nominal anchorage
depth
h
nom
[mm]
50
65
55
75
Non-cracked concrete
N
0
Rd,p
[kN]
5
8,9
5
9,5
Cracked concrete
N
0
Rd,p
[kN]
2,2
5
3,3
7,6
Design concrete cone resistance N
Rd,c
=
N
0
Rd,c
f
B
f
1,N
f
2,N
f
3,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,sp
f
re,
N
Anchor size
HUS-V
8
10
Nominal anchorage
depth
h
nom
[mm]
50
65
55
75
Non-cracked concrete
N
0
Rd,c
[kN]
6,9
10,5
7,8
11,0
Cracked concrete
N
0
Rd,c
[kN]
4,9
7,5
5,5
7,9
