Peri SKYDECK - System with Prophead SSK

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30 ° 1.0% 0.6 ° 22.3 kN 3.9 kN 24.2 kN 3.1 kN 23.8 kN 2.3 kN 23.4 kN
35 ° 1.0% 0.6 ° 22.3 kN 4.1 kN 24.6 kN 3.3 kN 24.1 kN 2.4 kN 23.7 kN
40 ° 1.0% 0.6 ° 22.3 kN 4.4 kN 25.1 kN 3.5 kN 24.5 kN 2.6 kN 24.0 kN
45 ° 1.0% 0.6 ° 22.3 kN 4.7 kN 25.6 kN 3.8 kN 24.9 kN 2.8 kN 24.3 kN
50 ° 1.0% 0.6 ° 22.3 kN 5.2 kN 26.3 kN 4.2 kN 25.5 kN 3.1 kN 24.7 kN
55 ° 1.0% 0.6 ° 22.3 kN 5.8 kN 27.0 kN 4.7 kN 26.1 kN 3.5 kN 25.1 kN
60 ° 1.0% 0.6 ° 22.3 kN 6.7 kN 28.1 kN 5.3 kN 26.9 kN 4.0 kN 25.7 kN
30 ° 1.0% 0.6 ° 25.6 kN 4.4 kN 27.8 kN 3.5 kN 27.4 kN 2.7 kN 26.9 kN
35 ° 1.0% 0.6 ° 25.6 kN 4.7 kN 28.3 kN 3.7 kN 27.7 kN 2.8 kN 27.2 kN
40 ° 1.0% 0.6 ° 25.6 kN 5.0 kN 28.8 kN 4.0 kN 28.2 kN 3.0 kN 27.5 kN
45 ° 1.0% 0.6 ° 25.6 kN 5.4 kN 29.4 kN 4.3 kN 28.7 kN 3.3 kN 27.9 kN
50 ° 1.0% 0.6 ° 25.6 kN 6.0 kN 30.2 kN 4.8 kN 29.2 kN 3.6 kN 28.3 kN
55 ° 1.0% 0.6 ° 25.6 kN 6.7 kN 31.1 kN 5.4 kN 30.0 kN 4.0 kN 28.9 kN
60 ° 1.0% 0.6 ° 25.6 kN 7.7 kN 32.2 kN 6.1 kN 30.9 kN 4.6 kN 29.6 kN
30 ° 1.0% 0.6 ° 26.4 kN 4.6 kN 28.7 kN 3.7 kN 28.3 kN 2.7 kN 27.8 kN
35 ° 1.0% 0.6 ° 26.4 kN 4.8 kN 29.2 kN 3.9 kN 28.6 kN 2.9 kN 28.1 kN
40 ° 1.0% 0.6 ° 26.4 kN 5.2 kN 29.8 kN 4.1 kN 29.1 kN 3.1 kN 28.4 kN
45 ° 1.0% 0.6 ° 26.4 kN 5.6 kN 30.4 kN 4.5 kN 29.6 kN 3.4 kN 28.8 kN
50 ° 1.0% 0.6 ° 26.4 kN 6.2 kN 31.2 kN 4.9 kN 30.2 kN 3.7 kN 29.3 kN
55 ° 1.0% 0.6 ° 26.4 kN 6.9 kN 32.1 kN 5.5 kN 31.0 kN 4.1 kN 29.8 kN
60 ° 1.0% 0.6 ° 26.4 kN 7.9 kN 33.3 kN 6.3 kN 31.9 kN 4.8 kN 30.5 kN
30 ° 1.0% 0.6 ° 30.5 kN 5.3 kN 33.2 kN 4.2 kN 32.7 kN 3.2 kN 32.1 kN
35 ° 1.0% 0.6 ° 30.5 kN 5.6 kN 33.8 kN 4.5 kN 33.1 kN 3.4 kN 32.5 kN
40 ° 1.0% 0.6 ° 30.5 kN 6.0 kN 34.4 kN 4.8 kN 33.6 kN 3.6 kN 32.9 kN
45 ° 1.0% 0.6 ° 30.5 kN 6.5 kN 35.1 kN 5.2 kN 34.2 kN 3.9 kN 33.3 kN
50 ° 1.0% 0.6 ° 30.5 kN 7.1 kN 36.0 kN 5.7 kN 34.9 kN 4.3 kN 33.8 kN
55 ° 1.0% 0.6 ° 30.5 kN 8.0 kN 37.1 kN 6.4 kN 35.8 kN 4.8 kN 34.5 kN
60 ° 1.0% 0.6 ° 30.5 kN 9.2 kN 38.5 kN 7.3 kN 36.9 kN 5.5 kN 35.3 kN
A15 Inclined slabs
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)
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
System with Prophead SSK
Tension force of Tension Unit SD and prop loads
Table A15.06
Inclination of slab 1%
Slab thickness 20 cm, q = 6.60 kN/m²
Slab thickness 24 cm, q = 7.58 kN/m²
Slab thickness 25 cm, q = 7.83 kN/m²
Slab thickness 30 cm, q = 9.05 kN/m²
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
SKYDEKC AuV_ex_791458.indb 70 13.12.16 16:58