Peri SKYDECK - Page 71

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30 ° 9.0% 5.1 ° 22.8 kN 14.5 kN 30.0 kN 11.6 kN 28.6 kN 8.7 kN 27.1 kN
35 ° 9.0% 5.1 ° 22.8 kN 15.3 kN 31.5 kN 12.2 kN 29.8 kN 9.2 kN 28.0 kN
40 ° 9.0% 5.1 ° 22.8 kN – – 13.1 kN 31.2 kN 9.8 kN 29.1 kN
45 ° 9.0% 5.1 ° 22.8 kN – – – – 10.6 kN 30.3 kN
50 ° 9.0% 5.1 ° 22.8 kN – – – – 11.7 kN 31.7 kN
55 ° 9.0% 5.1 ° 22.8 kN – – – – – –
60 ° 9.0% 5.1 ° 22.8 kN – – – – – –
30 ° 9,0% 5,1 ° 26,2 kN 16,6 kN 34,5 kN 13,3 kN 32,8 kN 10,0 kN 31,1 kN
35 ° 9,0% 5,1 ° 26,2 kN 17,6 kN 36,2 kN 14,0 kN 34,2 kN 10,5 kN 32,2 kN
40 ° 9,0% 5,1 ° 26,2 kN – – 15,0 kN 35,8 kN 11,3 kN 33,4 kN
45 ° 9,0% 5,1 ° 26,2 kN – – – – 12,2 kN 34,8 kN
50 ° 9,0% 5,1 ° 26,2 kN – – – – 13,4 kN 36,4 kN
55 ° 9,0% 5,1 ° 26,2 kN – – – – – –
60 ° 9,0% 5,1 ° 26,2 kN – – – – – –
30 ° 9.0% 5.1 ° 27.0 kN 17.2 kN 35.6 kN 13.7 kN 33.9 kN 10.3 kN 32.2 kN
35 ° 9.0% 5.1 ° 27.0 kN 18.1 kN 37.4 kN 14.5 kN 35.3 kN 10.9 kN 33.3 kN
40 ° 9.0% 5.1 ° 27.0 kN – – 15.5 kN 37.0 kN 11.6 kN 34.5 kN
45 ° 9.0% 5.1 ° 27.0 kN – – – – 12.6 kN 35.9 kN
50 ° 9.0% 5.1 ° 27.0 kN – – – – 13.9 kN 37.6 kN
55 ° 9.0% 5.1 ° 27.0 kN – – – – – –
60 ° 9.0% 5.1 ° 27.0 kN – – – – – –
30 ° 9.0% 5.1 ° 31.2 kN 19.8 kN 41.1 kN 15.9 kN 39.2 kN 11.9 kN 37.2 kN
35 ° 9.0% 5.1 ° 31.2 kN 21.0 kN 43.2 kN 16.8 kN 40.8 kN 12.6 kN 38.4 kN
40 ° 9.0% 5.1 ° 31.2 kN – – 17.9 kN 42.7 kN 13.5 kN 39.9 kN
45 ° 9.0% 5.1 ° 31.2 kN – – – – 14.6 kN 41.5 kN
50 ° 9.0% 5.1 ° 31.2 kN – – – – 16.0 kN 43.5 kN
55 ° 9.0% 5.1 ° 31.2 kN – – – – – –
60 ° 9.0% 5.1 ° 31.2 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 α
[°]
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)
System with Drophead SFK
Tension force of Tension Unit SD and prop loads
Table A15.05
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 69 13.12.16 16:58