72
30 ° 9.0% 5.1 ° 22.3 kN 14.1 kN 29.3 kN 11.3 kN 27.9 kN 8.5 kN 26.5 kN
35 ° 9.0% 5.1 ° 22.3 kN 15.0 kN 30.9 kN 12.0 kN 29.1 kN 9.0 kN 27.4 kN
40 ° 9.0% 5.1 ° 22.3 kN 16.0 kN 32.6 kN 12.8 kN 30.5 kN 9.6 kN 28.4 kN
45 ° 9.0% 5.1 ° 22.3 kN 17.3 kN 34.5 kN 13.9 kN 32.1 kN 10.4 kN 29.6 kN
50 ° 9.0% 5.1 ° 22.3 kN 19.1 kN 36.9 kN 15.2 kN 34.0 kN 11.4 kN 31.0 kN
55 ° 9.0% 5.1 ° 22.3 kN 21.4 kN 39.8 kN 17.1 kN 36.3 kN 12.8 kN 32.8 kN
60 ° 9.0% 5.1 ° 22.3 kN – – 19.6 kN 39.3 kN 14.7 kN 35.0 kN
30 ° 9.0% 5.1 ° 25.6 kN 16.2 kN 33.7 kN 13.0 kN 32.1 kN 9.7 kN 30.5 kN
35 ° 9.0% 5.1 ° 25.6 kN 17.2 kN 35.4 kN 13.7 kN 33.5 kN 10.3 kN 31.5 kN
40 ° 9.0% 5.1 ° 25.6 kN 18.4 kN 37.4 kN 14.7 kN 35.0 kN 11.0 kN 32.7 kN
45 ° 9.0% 5.1 ° 25.6 kN 19.9 kN 39.7 kN 15.9 kN 36.8 kN 11.9 kN 34.0 kN
50 ° 9.0% 5.1 ° 25.6 kN 21.9 kN 42.4 kN 17.5 kN 39.0 kN 13.1 kN 35.6 kN
55 ° 9.0% 5.1 ° 25.6 kN – – 19.6 kN 41.7 kN 14.7 kN 37.6 kN
60 ° 9.0% 5.1 ° 25.6 kN – – 22.5 kN 45.1 kN 16.9 kN 40.2 kN
30 ° 9.0% 5.1 ° 26.4 kN 16.8 kN 34.8 kN 13.4 kN 33.1 kN 10.1 kN 31.5 kN
35 ° 9.0% 5.1 ° 26.4 kN 17.7 kN 36.6 kN 14.2 kN 34.6 kN 10.6 kN 32.5 kN
40 ° 9.0% 5.1 ° 26.4 kN 19.0 kN 38.6 kN 15.2 kN 36.2 kN 11.4 kN 33.7 kN
45 ° 9.0% 5.1 ° 26.4 kN 20.6 kN 41.0 kN 16.4 kN 38.1 kN 12.3 kN 35.1 kN
50 ° 9.0% 5.1 ° 26.4 kN 22.6 kN 43.7 kN 18.1 kN 40.3 kN 13.6 kN 36.8 kN
55 ° 9.0% 5.1 ° 26.4 kN – – 20.3 kN 43.0 kN 15.2 kN 38.9 kN
60 ° 9.0% 5.1 ° 26.4 kN – – 23.3 kN 46.6 kN 17.4 kN 41.5 kN
30 ° 9.0% 5.1 ° 30.5 kN 19.4 kN 40.2 kN 15.5 kN 38.3 kN 11.6 kN 36.4 kN
35 ° 9.0% 5.1 ° 30.5 kN 20.5 kN 42.3 kN 16.4 kN 40.0 kN 12.3 kN 37.6 kN
40 ° 9.0% 5.1 ° 30.5 kN 21.9 kN 44.6 kN 17.5 kN 41.8 kN 13.2 kN 39.0 kN
45 ° 9.0% 5.1 ° 30.5 kN 23.8 kN 47.3 kN 19.0 kN 44.0 kN 14.3 kN 40.6 kN
50 ° 9.0% 5.1 ° 30.5 kN – – 20.9 kN 46.6 kN 15.7 kN 42.6 kN
55 ° 9.0% 5.1 ° 30.5 kN – – 23.4 kN 49.7 kN 17.6 kN 44.9 kN
60 ° 9.0% 5.1 ° 30.5 kN – – – – 20.2 kN 48.0 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 A15.08
Inclination of slab 9%
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 72 13.12.16 16:58
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