Prop Loads; System With Prophead Ssk - Peri SKYDECK Instructions For Assembly And Use

A16 SKYDECK
Prop loads with Prophead SSK
Panel span c 1.50 m
Prop load
[kN]
with
Centre
Support
SSK
0.14 5.13 17.3
0.16 5.62 19.0
0.18 6.11 20.6
0.20 6.60 22.3
0.22 7.09 23.9
0.24 7.58 25.6
0.25 7.83 26.4
0.26 8.07 27.2
0.28 8.56 28.9 16.2
0.30 9.05 30.5 17.1
0.35 10.38 35.0 19.6
0.40 11.73 39.6 22.2
0.43 12.54 42.3 23.7
0.45 13.08 24.7
0.50 14.43 27.3
0.55 15.77 29.8
0.60 17.12
0.65 18.47
0.70 19.82
0.75 21.08
0.80 22.30
0.85 23.53
0.90 24.75
0.95 25.98
1.00 27.20
1.05 28.43
1.09 29.35
*Load according to DIN EN 12812:
Dead load
Concrete load
Equivalent load: concreting
Equivalent load:
working conditions
Total load
** Deflection according to DIN 18202, assuming perfect levelling.
74
Main Beam SLT 225
Panel span c 0.75 m
Deflection Prop load
line** [kN]
with with
Centre Centre
Support Support
SSK SSK
7 8.7
7 9.5
7 10.3
7 11.1
7 12.0
7 12.8
7 13.2
7 13.6
7 7 14.4
7 7 15.3
7 7 17.5
6 7 19.8
6 6 21.2
6 22.1
6 24.3
6 26.6
28.9
31.2 19.0
33.4 20.4
35.6 21.7
37.6 23.0
39.7 24.2
41.8 25.5
26.7
28.0
29.3
30.2
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
Panel span c 1.50 m
Deflection Prop load
line** [kN]
with with
Centre Centre
Support Support
SSK SSK
7 11.5
7 12.6
7 13.7
7 14.9
7 16.0
7 17.1
7 17.6
7 18.2
7 19.3
7 20.4
7 23.4
7 26.4
7 28.2
7 29.4
7 32.5
7 35.5
7
7 7
7 7
6 7
6 7
6 7
6 7
7
6
6
6
2
3 x d [m]
.
b
≤ Q ≤ 1.75 KN/m
2 2
4
2
+ Q + Q
2.p 4
Instructions for Assembly and Use – Standard Configuration
Main Beam SLT 150
Panel span c 0.75 m
Deflection Prop load
line** [kN]
with with
Centre Centre
Support Support
SSK SSK
7
7
7
7
7
7
7
7
7
7
7
7
6
6
6
6 17.7
19.3
20.8
22.3
23.7
25.1
26.5
27.8
29.2
30.6
32.0
33.0
When calculating the prop load, the
actual extension length may be used.
The exact extension length of the prop
when using the SKYDECK Prophead is:
clear room height minus 0.33 m.
SKYDECK Panel Slab Formwork
Deflection
line**
with
Centre
Support
SSK
7
7
7
7
7
7
7
6
6
6
6
6