Peri SKYDECK - System with Prophead SSK Tension force of Tension Unit SD and prop loads

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30 ° 5.0% 2.9 ° 22.8 kN 9.2 kN 27.4 kN 7.4 kN 26.5 kN 5.5 kN 25.5 kN
35 ° 5.0% 2.9 ° 22.8 kN 9.7 kN 28.4 kN 7.8 kN 27.2 kN 5.8 kN 26.1 kN
40 ° 5.0% 2.9 ° 22.8 kN 10.4 kN 29.5 kN 8.3 kN 28.1 kN 6.2 kN 26.8 kN
45 ° 5.0% 2.9 ° 22.8 kN 11.3 kN 30.7 kN 9.0 kN 29.1 kN 6.8 kN 27.6 kN
50 ° 5.0% 2.9 ° 22.8 kN – – 9.9 kN 30.4 kN 7.4 kN 28.5 kN
55 ° 5.0% 2.9 ° 22.8 kN – – 11.1 kN 31.9 kN 8.3 kN 29.6 kN
60 ° 5.0% 2.9 ° 22.8 kN – – – – 9.6 kN 31.1 kN
30 ° 5.0% 2.9 ° 26.2 kN 10.6 kN 31.4 kN 8.5 kN 30.4 kN 6.3 kN 29.3 kN
35 ° 5.0% 2.9 ° 26.2 kN 11.2 kN 32.6 kN 8.9 kN 31.3 kN 6.7 kN 30.0 kN
40 ° 5.0% 2.9 ° 26.2 kN 11.9 kN 33.8 kN 9.6 kN 32.3 kN 7.2 kN 30.8 kN
45 ° 5.0% 2.9 ° 26.2 kN 12.9 kN 35.3 kN 10.4 kN 33.5 kN 7.8 kN 31.6 kN
50 ° 5.0% 2.9 ° 26.2 kN – – 11.4 kN 34.9 kN 8.5 kN 32.7 kN
55 ° 5.0% 2.9 ° 26.2 kN – – 12.8 kN 36.6 kN 9.6 kN 34.0 kN
60 ° 5.0% 2.9 ° 26.2 kN – – – – 11.0 kN 35.7 kN
30 ° 5.0% 2.9 ° 27.0 kN 10.9 kN 32.5 kN 8.7 kN 31.4 kN 6.6 kN 30.3 kN
35 ° 5.0% 2.9 ° 27.0 kN 11.5 kN 33.6 kN 9.2 kN 32.3 kN 6.9 kN 31.0 kN
40 ° 5.0% 2.9 ° 27.0 kN 12.3 kN 34.9 kN 9.9 kN 33.4 kN 7.4 kN 31.8 kN
45 ° 5.0% 2.9 ° 27.0 kN 13.4 kN 36.5 kN 10.7 kN 34.6 kN 8.0 kN 32.7 kN
50 ° 5.0% 2.9 ° 27.0 kN – – 11.8 kN 36.0 kN 8.8 kN 33.8 kN
55 ° 5.0% 2.9 ° 27.0 kN – – 13.2 kN 37.8 kN 9.9 kN 35.1 kN
60 ° 5.0% 2.9 ° 27.0 kN – – – – 11.3 kN 36.8 kN
30 ° 5.0% 2.9 ° 31.2 kN 12.6 kN 37.5 kN 10.1 kN 36.3 kN 7.6 kN 35.0 kN
35 ° 5.0% 2.9 ° 31.2 kN 13.3 kN 38.9 kN 10.7 kN 37.3 kN 8.0 kN 35.8 kN
40 ° 5.0% 2.9 ° 31.2 kN 14.3 kN 40.4 kN 11.4 kN 38.6 kN 8.6 kN 36.7 kN
45 ° 5.0% 2.9 ° 31.2 kN 15.5 kN 42.2 kN 12.4 kN 40.0 kN 9.3 kN 37.8 kN
50 ° 5.0% 2.9 ° 31.2 kN – – 13.6 kN 41.6 kN 10.2 kN 39.0 kN
55 ° 5.0% 2.9 ° 31.2 kN – – 15.2 kN 43.7 kN 11.4 kN 40.6 kN
60 ° 5.0% 2.9 ° 31.2 kN – – – – 13.1 kN 42.6 kN
A15 Inclined slabs
– 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)
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 Drophead SFK
Tension force of Tension Unit SD and prop loads
Table A15.04
Inclination of slab 5%
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 68 13.12.16 16:58