System With Prophead Ssk - Peri SKYDECK Instructions For Assembly And Use

A15 Inclined slabs

System with Prophead SSK

Tension force of Tension Unit SD and prop loads
Considered horizontal loads
Horizontal load from working operations
Horizontal load from the tilting position
Inclination of slab 1%
max. inclination
Angle α
Tension Unit Incline Angle β
SD [%]
Slab thickness 20 cm, q = 6.60 kN/m²
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/m²
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/m²
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/m²
30 ° 1.0%
35 ° 1.0%
40 ° 1.0%
45 ° 1.0%
50 ° 1.0%
55 ° 1.0%
60 ° 1.0%
Table A15.06
70
= 1% of the vertical load (DIN EN 12812; 8.2.2.2)
= 1% of the vertical load (DIN EN 12812; 9.3.4.2)
5 connected bays
Tension
Standard force
prop Tension
[°] Full load Unit SD
0.6 ° 22.3 kN 3.9 kN
0.6 ° 22.3 kN 4.1 kN
0.6 ° 22.3 kN 4.4 kN
0.6 ° 22.3 kN 4.7 kN
0.6 ° 22.3 kN 5.2 kN
0.6 ° 22.3 kN 5.8 kN
0.6 ° 22.3 kN 6.7 kN
0.6 ° 25.6 kN 4.4 kN
0.6 ° 25.6 kN 4.7 kN
0.6 ° 25.6 kN 5.0 kN
0.6 ° 25.6 kN 5.4 kN
0.6 ° 25.6 kN 6.0 kN
0.6 ° 25.6 kN 6.7 kN
0.6 ° 25.6 kN 7.7 kN
0.6 ° 26.4 kN 4.6 kN
0.6 ° 26.4 kN 4.8 kN
0.6 ° 26.4 kN 5.2 kN
0.6 ° 26.4 kN 5.6 kN
0.6 ° 26.4 kN 6.2 kN
0.6 ° 26.4 kN 6.9 kN
0.6 ° 26.4 kN 7.9 kN
0.6 ° 30.5 kN 5.3 kN
0.6 ° 30.5 kN 5.6 kN
0.6 ° 30.5 kN 6.0 kN
0.6 ° 30.5 kN 6.5 kN
0.6 ° 30.5 kN 7.1 kN
0.6 ° 30.5 kN 8.0 kN
0.6 ° 30.5 kN 9.2 kN
4 connected bays
Tension
Braced prop force Braced prop
Full load Tension Unit
V SD
ges
24.2 kN 3.1 kN
24.6 kN 3.3 kN
25.1 kN 3.5 kN
25.6 kN 3.8 kN
26.3 kN 4.2 kN
27.0 kN 4.7 kN
28.1 kN 5.3 kN
27.8 kN 3.5 kN
28.3 kN 3.7 kN
28.8 kN 4.0 kN
29.4 kN 4.3 kN
30.2 kN 4.8 kN
31.1 kN 5.4 kN
32.2 kN 6.1 kN
28.7 kN 3.7 kN
29.2 kN 3.9 kN
29.8 kN 4.1 kN
30.4 kN 4.5 kN
31.2 kN 4.9 kN
32.1 kN 5.5 kN
33.3 kN 6.3 kN
33.2 kN 4.2 kN
33.8 kN 4.5 kN
34.4 kN 4.8 kN
35.1 kN 5.2 kN
36.0 kN 5.7 kN
37.1 kN 6.4 kN
38.5 kN 7.3 kN
Instructions for Assembly and Use – Standard Configuration
3 connected bays
Tension
force Braced prop
Full load Tension Unit
V SD
ges
23.8 kN 2.3 kN
24.1 kN 2.4 kN
24.5 kN 2.6 kN
24.9 kN 2.8 kN
25.5 kN 3.1 kN
26.1 kN 3.5 kN
26.9 kN 4.0 kN
27.4 kN 2.7 kN
27.7 kN 2.8 kN
28.2 kN 3.0 kN
28.7 kN 3.3 kN
29.2 kN 3.6 kN
30.0 kN 4.0 kN
30.9 kN 4.6 kN
28.3 kN 2.7 kN
28.6 kN 2.9 kN
29.1 kN 3.1 kN
29.6 kN 3.4 kN
30.2 kN 3.7 kN
31.0 kN 4.1 kN
31.9 kN 4.8 kN
32.7 kN 3.2 kN
33.1 kN 3.4 kN
33.6 kN 3.6 kN
34.2 kN 3.9 kN
34.9 kN 4.3 kN
35.8 kN 4.8 kN
36.9 kN 5.5 kN
SKYDECK Panel Slab Formwork
Full load
V
ges
23.4 kN
23.7 kN
24.0 kN
24.3 kN
24.7 kN
25.1 kN
25.7 kN
26.9 kN
27.2 kN
27.5 kN
27.9 kN
28.3 kN
28.9 kN
29.6 kN
27.8 kN
28.1 kN
28.4 kN
28.8 kN
29.3 kN
29.8 kN
30.5 kN
32.1 kN
32.5 kN
32.9 kN
33.3 kN
33.8 kN
34.5 kN
35.3 kN