Edge Beam Srt 150, Srt; Panel System; Striking Guide Values - Peri SKYDECK Instructions For Assembly And Use

A16 SKYDECK
Prop loads in panel system

Striking guide values

Panel system

Slab thickness Load q*
d [m] [kN/m²]
0.14 5.13
0.16 5.62
0.18 6.11
0.20 6.61
0.22 7.10
0.24 7.59
0.25 7.83
0.26 8.08
0.28 8.57
0.30 9.06
0.35 10.39
0.40 11.74
0.42 12.28
0.45 13.09
0.50 14.44
0.55 15.79
Calculation basis:
*Load according to EN 12812
Dead load
Concrete load
Equivalent load: concreting
Equivalent load:
working conditions
Total load
Striking guide values* [Days]
for the Drophead System.
Required
Slab thickness concrete
d [m] strength f
ck,cube
[N/mm 2 ]
0.14 15
0.16 13
0.18 11
0.20 9
0.22 8
0.25 7
0.30 6
0.35 5
0.40 – 1.09 5
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
Prop load * Deflection to
[kN] DIN 18202, line
5.78 7
6.33 7
6.88 7
7.43 7
7.98 7
8.53 7
8.81 7
9.09 7
9.64 7
10.19 7
11.69 7
13.21 7
13.82 6
14.73 6
16.24 6
17.76 6
Q = 0.20 kN/m
1
Q = 24.5 kN/m
2.b
Q = 0.10 x Q
4 2
0.75 kN/m
Q = 0.75 kN/m
2.p
Q = Q + Q
1 2.b
*Guide values for striking time [days] for
panels and main beams with an average
curing temperature [°C] of
5° 10°
10 6
8 5
6 4
5 3
4 3
4 2
3 2
3 2
2 1
75
* Deflection according to
DIN 18202.
Assuming perfect levelling.
2
x d [m]
3
.
b
≤ Q ≤ 1.75 KN/m
2 2
4
2
+ Q + Q
2.p 4
The required concrete strength at the time of
20°
striking is decisive. This is to be calculated by
5
suitable methods.
4
Guidelines according to DIN 1045 must also be taken
3
into account, e.g. curing. A minimum of 1.88 cm²/m
2
(Q 188) is required for the bottom reinforcement layer.
2
For systems without any centre support of the main
2
beams, a live load of 1 kN/m² on the slab which has
2
struck early, is to be considered.
1
* Guide values according to Leonhard for cement Z
1
35, CEM I 32.5 R.
75