Peri SKYDECK Instructions For Assembly And Use page 69

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