Peri SKYDECK - System with Drophead SFK Tension force of Tension Unit SD and prop loads

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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