75
0.14 5.13 5.78 7
0.16 5.62 6.33 7
0.18 6.11 6.88 7
0.20 6.61 7.43 7
0.22 7.10 7.98 7
0.24 7.59 8.53 7
0.25 7.83 8.81 7
0.26 8.08 9.09 7
0.28 8.57 9.64 7
0.30 9.06 10.19 7
0.35 10.39 11.69 7
0.40 11.74 13.21 7
0.42 12.28 13.82 6
0.45 13.09 14.73 6
0.50 14.44 16.24 6
0.55 15.79 17.76 6
5° 10° 20°
0.14 15 10 6 5
0.16 13 8 5 4
0.18 11 6 4 3
0.20 9 5 3 2
0.22 8 4 3 2
0.25 7 4 2 2
0.30 6 3 2 2
0.35 5 3 2 1
0. 4 0 – 1.0 9 5 2 1 1
75
150
A16 SKYDECK
Prop loads in panel system
Striking guide values
Panel system
Striking guide values* [Days]
for the Drophead System.
The required concrete strength at the time of
striking is decisive. This is to be calculated by
suitable methods.
Guidelines according to DIN 1045 must also be taken
into account, e.g. curing. A minimum of 1.88 cm²/m
(Q 188) is required for the bottom reinforcement layer.
For systems without any centre support of the main
beams, a live load of 1 kN/m² on the slab which has
struck early, is to be considered.
* Guide values according to Leonhard for cement Z
35, CEM I 32.5 R.
Slab thickness
d [m]
Load q*
[kN/m²]
Prop load
[kN]
* Deflection to
DIN 18202, line
* Deflection according to
DIN 18202.
Assuming perfect levelling.
Slab thickness
d [m]
Required
concrete
strength f
ck,cube
[N/mm
2
]
*Guide values for striking time [days] for
panels and main beams with an average
curing temperature [°C] of
Calculation basis:
*Load according to EN 12812
Q
1
= 0.20 kN/m
2
Q
2.b
= 24.5 kN/m
3
x d [m]
Q
4
= 0.10 x Q
2
.
b
0.75 kN/m
2
≤ Q
4
≤ 1.75 KN/m
2
Q
2.p
= 0.75 kN/m
2
Q = Q
1
+ Q
2.b
+ Q
2.p
+ Q
4
Dead load
Concrete load
Equivalent load: concreting
Total load
Equivalent load:
working conditions
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
SKYDEKC AuV_ex_791458.indb 75 13.12.16 16:58
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