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
283
Precalculate
d values
Design resistance calculated ac
cording ETAG 001, Annex C
,
All data applies to concrete C 20/25
– f
ck,cube
=25 N/mm²,
Design resistan
ce
Single anchor, no edge effects
Anchor size
HUS-V
8
10
Nominal anchorage
depth
h
nom
[mm]
50
65
55
75
Min, base material
thickness
h
min
[
mm]
100
110
100
130
Tens
ile N
Rd
Non-cracked concrete
[kN]
5,0
8,9
5,0
9,5
Cracked concrete
[kN]
2,2
5,0
3,3
7,6
Shear V
Rd
, without lever arm
Non-cracked concrete
[kN]
6,9
10,6
7,8
13,0
Cracked concrete
[kN]
4,9
10,6
5,5
13,0
Single anchor, min, edge dis
tance (c
= c
min
)
Anchor size
HUS-V
8
10
Nominal anchorage
depth
h
nom
[mm]
50
65
55
75
Min, base material
thickness
h
min
[
mm]
100
110
100
130
Min, edge distance
c
min
[mm]
50
50
50
50
Tens
ile N
Rd
Non-cracked concrete
[kN]
5,0
7,7
5,0
7,4
Cracked concrete
[kN]
2,2
5,0
3,3
5,3
Shear V
Rd
, without lever arm
Non-cracked concrete
[kN]
3,7
3,9
3,8
3,5
Cracked concrete
[kN]
2,6
2,8
2,7
2,5
