User Information
Load-bearing tower Staxo 100
General remarks
59
999804302 - 02/2018
Back-stay force A
k
= 30 kN (A
d
= 45
kN)
Back-stay force A
k
= 40
kN (A
d
= 60
kN)
Back-stay force A
k
= 50
kN (A
d
= 75
kN)
Examples of anchor points in uncracked C 25/30 concrete:
a)
HILTI heavy-duty anchor HSL-3 M20
b)
HILTI heavy-duty anchor HSL-3 M24
c)
HILTI HIT HIT-V(5.8) M30
or equivalent products from other manufacturers.
Follow the manufacturers' applicable fitting instructions.
Anchored with Doka Express anchor 16x125mm
Note:
The 'Shoe (complete)' must be turned by 180° in the
horizontal.
Permissible back-stay force [kN]
Anchor force [kN]
Z
k
Q
k
= H
k
R
k
Z
d
Q
d
= H
d
R
d
α = 30°
a)
18.2
26.0
31.7 27.3
39.0
47.6
α = 45°
a)
27.6
21.2
34.8 41.4
31.8
52.2
α = 60°
b)
44.8
15.0
47.2 67.2
22.5
70.8
Anchor force [kN]
Z
k
Q
k
= H
k
R
k
Z
d
Q
d
= H
d
R
d
α = 30°
a)
24.3
34.6
42.3 36.5
51.9
63.5
α = 45°
b)
36.8
28.3
46.4 55.2
42.5
69.6
α = 60°
c)
59.7
20.0
62.9 89.6
30.0
94.4
Anchor force [kN]
Z
k
Q
k
= H
k
R
k
Z
d
Q
d
= H
d
R
d
α = 30°
b)
30.4
43.3
52.9 45.6
65.0
79.4
α = 45°
c)
46.0
35.4
58.0 69.0
53.1
87.0
α = 60°
c)
74.6
25.0
78.7 111.9
37.5
118.1
CAUTION
➤
Do not remove the Bracing for load-bearing
towers before adequate stability for the load-
bearing tower is ensured.
A
Shoe complete
f
ck,cube,current
> 15 N/mm
2
f
ck,cube,current
> 25
N/mm
2
A
k
A
d
A
k
A
d
α = 30°
16.9
25.4
21.9
32.9
α = 45°
10.2
15.2
13.2
19.7
α = 60°
7.1
10.6
9.1
13.7
Follow the directions in the 'Doka express
anchor 16x125mm' Fitting Instructions!
R
Z
Q
9734-287-01
A
A
