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
285
Basic loading
data
for
temporary
application
in
standard and fresh concrete <
28
days old, f
ck,cube
10
N/
mm²:
All data in this
s
ection applies to the following conditions:
x
Strength
class,
f
ck,cube ≥
10 N/mm²
x
Only
temporary
use
x
Screw is
reusable, before eac
h usage it
must be
checked according Hilti instruction for use with the suited
tube Hilti HRG
x
Design resistanc
e and recommended
load are v
alid for single anchor only
x
Design resistanc
e as well as the recommended
load are v
alid for
all load direction and v
alid for both
cracked and non-cracked
concrete
x
Minimum
base
material
thickness
x
No edge distance and spacing influence
Design resistance
Anchor size
HUS-V
8
10
Nominal embedment
depth
h
nom
[mm]
50
65
55
75
Cracked and non-cracked concrete
Tensile N
Rd
= Shear
V
Rd
f
ck,cube
≥
10 N/mm
2
[kN]
1,4
3,0
1,7
3,2
f
ck,cube ≥
15 N/mm
2
[kN]
1,7
3,7
2,1
3,9
f
ck,cube ≥
20 N/mm
2
[kN]
2,0
4,2
2,4
4,5
Recommended load
Anchor size
HUS-V
8
10
Nominal embedment
depth
h
nom
[mm]
50
65
55
75
Tensile N
rec
= Shear
V
rec
f
ck,cube
≥
10 N/mm
2
[kN]
1,0
2,1
1,2
2,3
f
ck,cube ≥
15 N/mm
2
[kN]
1,2
2,6
1,5
2,8
f
ck,cube
≥
20 N/mm
2
[kN]
1,4
3,0
1,7
3,2
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.
