Peri SKYDECK Instructions For Assembly And Use page 71

A15 Inclined slabs
System with Drophead SFK
Tension force of Tension Unit SD and prop loads
– The Drophead SFK is bolted to the
PEP Slab Props.
– The PEP Props are to be assem-
bled with the inner tube bottom.
Inclination of slab 9%
max. inclination
Angle α
Tension Unit Incline Angle α
SD [%]
Slab thickness 20 cm, q = 6.60 kN/m²
30 ° 9.0%
35 ° 9.0%
40 ° 9.0%
45 ° 9.0%
50 ° 9.0%
55 ° 9.0%
60 ° 9.0%
Slab thickness 24 cm, q = 7.58 kN/m²
30 ° 9,0%
35 ° 9,0%
40 ° 9,0%
45 ° 9,0%
50 ° 9,0%
55 ° 9,0%
60 ° 9,0%
Slab thickness 25 cm, q = 7.83 kN/m²
30 ° 9.0%
35 ° 9.0%
40 ° 9.0%
45 ° 9.0%
50 ° 9.0%
55 ° 9.0%
60 ° 9.0%
Slab thickness 30 cm, q = 9.05 kN/m²
30 ° 9.0%
35 ° 9.0%
40 ° 9.0%
45 ° 9.0%
50 ° 9.0%
55 ° 9.0%
60 ° 9.0%
Table A15.05
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
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)
5 connected bays
Tension
Standard force
prop Tension
[°] Full load Unit SD
5.1 ° 22.8 kN 14.5 kN
5.1 ° 22.8 kN 15.3 kN
5.1 ° 22.8 kN –
5.1 ° 22.8 kN –
5.1 ° 22.8 kN –
5.1 ° 22.8 kN –
5.1 ° 22.8 kN –
5,1 ° 26,2 kN 16,6 kN
5,1 ° 26,2 kN 17,6 kN
5,1 ° 26,2 kN –
5,1 ° 26,2 kN –
5,1 ° 26,2 kN –
5,1 ° 26,2 kN –
5,1 ° 26,2 kN –
5.1 ° 27.0 kN 17.2 kN
5.1 ° 27.0 kN 18.1 kN
5.1 ° 27.0 kN –
5.1 ° 27.0 kN –
5.1 ° 27.0 kN –
5.1 ° 27.0 kN –
5.1 ° 27.0 kN –
5.1 ° 31.2 kN 19.8 kN
5.1 ° 31.2 kN 21.0 kN
5.1 ° 31.2 kN –
5.1 ° 31.2 kN –
5.1 ° 31.2 kN –
5.1 ° 31.2 kN –
5.1 ° 31.2 kN –
4 connected bays
Tension
Braced prop force Braced prop
Full load Tension Unit
V SD
ges
30.0 kN 11.6 kN
31.5 kN 12.2 kN
– 13.1 kN
– –
– –
– –
– –
34,5 kN 13,3 kN
36,2 kN 14,0 kN
– 15,0 kN
– –
– –
– –
– –
35.6 kN 13.7 kN
37.4 kN 14.5 kN
– 15.5 kN
– –
– –
– –
– –
41.1 kN 15.9 kN
43.2 kN 16.8 kN
– 17.9 kN
– –
– –
– –
– –
3 connected bays
Tension
force Braced prop
Full load Tension Unit
V SD
ges
28.6 kN 8.7 kN
29.8 kN 9.2 kN
31.2 kN 9.8 kN
– 10.6 kN
– 11.7 kN
– –
– –
32,8 kN 10,0 kN
34,2 kN 10,5 kN
35,8 kN 11,3 kN
– 12,2 kN
– 13,4 kN
– –
– –
33.9 kN 10.3 kN
35.3 kN 10.9 kN
37.0 kN 11.6 kN
– 12.6 kN
– 13.9 kN
– –
– –
39.2 kN 11.9 kN
40.8 kN 12.6 kN
42.7 kN 13.5 kN
– 14.6 kN
– 16.0 kN
– –
– –
Full load
V
ges
27.1 kN
28.0 kN
29.1 kN
30.3 kN
31.7 kN
–
–
31,1 kN
32,2 kN
33,4 kN
34,8 kN
36,4 kN
–
–
32.2 kN
33.3 kN
34.5 kN
35.9 kN
37.6 kN
–
–
37.2 kN
38.4 kN
39.9 kN
41.5 kN
43.5 kN
–
–
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