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67
30 °
1.0%
0.6 °
22.8 kN
3.9 kN
24.7 kN
3.2 kN
24.3 kN
2.4 kN
24.0 kN
35 °
1.0%
0.6 °
22.8 kN
4.2 kN
25.2 kN
3.3 kN
24.7 kN
2.5 kN
24.2 kN
40 °
1.0%
0.6 °
22.8 kN
4.5 kN
25.6 kN
3.6 kN
25.1 kN
2.7 kN
24.5 kN
45 °
1.0%
0.6 °
22.8 kN
4.8 kN
26.2 kN
3.9 kN
25.5 kN
2.9 kN
24.8 kN
50 °
1.0%
0.6 °
22.8 kN
5.3 kN
26.8 kN
4.3 kN
26.0 kN
3.2 kN
25.2 kN
55 °
1.0%
0.6 °
22.8 kN
6.0 kN
27.6 kN
4.8 kN
26.7 kN
3.6 kN
25.7 kN
60 °
1.0%
0.6 °
22.8 kN
6.8 kN
28.7 kN
5.5 kN
27.5 kN
4.1 kN
26.3 kN
30 °
1.0%
0.6 °
26.2 kN
4.5 kN
28.4 kN
3.6 kN
28.0 kN
2.7 kN
27.5 kN
35 °
1.0%
0.6 °
26.2 kN
4.8 kN
28.9 kN
3.8 kN
28.3 kN
2.9 kN
27.8 kN
40 °
1.0%
0.6 °
26.2 kN
5.1 kN
29.4 kN
4.1 kN
28.8 kN
3.1 kN
28.1 kN
45 °
1.0%
0.6 °
26.2 kN
5.5 kN
30.1 kN
4.4 kN
29.3 kN
3.3 kN
28.5 kN
50 °
1.0%
0.6 °
26.2 kN
6.1 kN
30.8 kN
4.9 kN
29.9 kN
3.7 kN
29.0 kN
55 °
1.0%
0.6 °
26.2 kN
6.8 kN
31.8 kN
5.5 kN
30.6 kN
4.1 kN
29.5 kN
60 °
1.0%
0.6 °
26.2 kN
7.8 kN
32.9 kN
6.3 kN
31.6 kN
4.7 kN
30.2 kN
30 °
1.0%
0.6 °
27.0 kN
4.7 kN
29.4 kN
3.7 kN
28.9 kN
2.8 kN
28.4 kN
35 °
1.0%
0.6 °
27.0 kN
4.9 kN
29.9 kN
4.0 kN
29.3 kN
3.0 kN
28.7 kN
40 °
1.0%
0.6 °
27.0 kN
5.3 kN
30.4 kN
4.2 kN
29.7 kN
3.2 kN
29.1 kN
45 °
1.0%
0.6 °
27.0 kN
5.7 kN
31.1 kN
4.6 kN
30.3 kN
3.4 kN
29.4 kN
50 °
1.0%
0.6 °
27.0 kN
6.3 kN
31.8 kN
5.0 kN
30.9 kN
3.8 kN
29.9 kN
55 °
1.0%
0.6 °
27.0 kN
7.1 kN
32.8 kN
5.7 kN
31.6 kN
4.2 kN
30.5 kN
60 °
1.0%
0.6 °
27.0 kN
8.1 kN
34.0 kN
6.5 kN
32.6 kN
4.9 kN
31.2 kN
30 °
1.0%
0.6 °
31.2 kN
5.4 kN
33.9 kN
4.3 kN
33.4 kN
3.2 kN
32.8 kN
35 °
1.0%
0.6 °
31.2 kN
5.7 kN
34.5 kN
4.6 kN
33.8 kN
3.4 kN
33.2 kN
40 °
1.0%
0.6 °
31.2 kN
6.1 kN
35.2 kN
4.9 kN
34.4 kN
3.7 kN
33.6 kN
45 °
1.0%
0.6 °
31.2 kN
6.6 kN
35.9 kN
5.3 kN
35.0 kN
4.0 kN
34.0 kN
50 °
1.0%
0.6 °
31.2 kN
7.3 kN
36.8 kN
5.8 kN
35.7 kN
4.4 kN
34.6 kN
55 °
1.0%
0.6 °
31.2 kN
8.2 kN
37.9 kN
6.5 kN
36.6 kN
4.9 kN
35.2 kN
60 °
1.0%
0.6 °
31.2 kN
9.4 kN
39.3 kN
7.5 kN
37.7 kN
5.6 kN
36.1 kN
A15 Inclined slabs
Angle
α
Tension Unit
SD
max. inclination
Standard
prop
Full load
5 connected bays
4 connected bays
3 connected bays
Incline
[%]
Angle
β
[°]
Tension
force
Tension
Unit SD
Braced prop
full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
full load
V
ges
Tension
force
Tension Unit
SD
Braced prop
full load
V
ges
– The Drophead SFK is bolted to the
PEP Slab Props.
– The PEP Props are to be assem-
bled with the inner tube bottom.
Considered horizontal loads
Horizontal load from working operations = 1% of the vertical load (DIN EN 12812; 8.2.2.2)
Horizontal load from the tilting position = 1% of the vertical load (DIN EN 12812; 9.3.4.2)
Tension force of Tension Unit SD and system prop loads with Drophead SFK
Table A15.03
Inclination of slab 1%
Slab thickness 20 cm, q = 6.60 kN/m
2
Slab thickness 24 cm, q = 7.58 kN/m
2
Slab thickness 25 cm, q = 7.83 kN/m
2
Slab thickness 30 cm, q = 9.05 kN/m
2
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
SKYDEKC AuV_ex_791458.indb 67
13.12.16 16:58
Содержание SKYDECK
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