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
273
Characteristic resistance
Anchor size
HUS-V
8
10
Nominal embedment
depth
h
nom
[mm]
50
65
55
75
Non-cracked concrete
Tensile N
Rk
[kN]
9,0
16,0
9,0
20,0
Shear V
Rk
[kN]
12,3
15,9
14,0
19,5
Cracked concrete
Tensile N
Rk
[kN]
4,0
9,0
6,0
16,0
Shear V
Rk
[kN]
8,8
15,9
10,0
19,5
Design resistance
Anchor size
HUS-V
8
10
Nominal embedment
depth
h
nom
[mm]
50
65
55
75
Non-cracked concrete
Tensile N
Rd
[kN]
5,0
8,9
5,0
9,5
Shear V
Rd
[kN]
6,9
10,6
7,8
13,0
Cracked concrete
Tensile N
Rd
[kN]
2,2
5,0
3,3
7,6
Shear V
Rd
[kN]
4,9
10,6
5,5
13,0
Recommended load
Anchor size
HUS-V
8
10
Nominal embedment
depth
h
nom
[mm]
50
65
55
75
Non-cracked concrete
Tensile N
Rec
[kN]
3,6
6,3
3,6
6,8
Shear V
Rec
[kN]
4,9
7,6
5,6
9,3
Cracked concrete
Tensile N
Rec
[kN]
1,6
3,6
2,4
5,4
Shear V
Rec
[kN]
3,5
7,6
4,0
9,3
a) With ov
erall partial safety factor
for
action
J
= 1,4, The partial safety factors for action depend on the type of
loading and shall be
taken from national regulations,
