73
0.14 5.13 17.7 7 8.8 7 11.9 7
0.16 5.62 19.4 7 9.7 7 13.1 7
0.18 6.11 21.1 7 10.5 7 14.2 7
0.20 6.60 22.8 7 11.4 7 15.3 7
0.22 7.09 24.5 7 12.2 7 16.5 7
0.24 7.58 26.2 7 13.1 7 17.6 7
0.25 7.83 27.0 7 13.5 7 18.2 7
0.26 8.07 27.8 7 13.9 7 18.8 7
0.28 8.56 29.5 16.2 7 7 14.8 7 19.9 7
0.30 9.05 31.2 17.2 7 7 15.6 7 21.0 7
0.35 10.38 35.8 19.7 7 7 17.9 7 24.1 7
0.40 11.73 40.5 22.3 6 7 20.2 7 27.3 7
0.43 12.54 43.3 23.6 6 6 21.4 7 29.2 6
0.45 13.08 24.8 6 22.6 7 30.4 6
0.50 14.43 27.4 6 24.9 7 33.5 6
0.52 14.96 28.4 6 25.8 7 7 34.8 6 17.4 7
0.55 15.77 27.2 7 7 18.3 7
0.60 17.12 29.5 17.7 7 7 19.9 7
0.65 18.47 31.9 19.1 7 7 21.5 7
0.70 19.82 34.2 20.5 6 7 23.0 7
0.75 21.08 36.4 21.8 6 7 24.5 7
0.80 22.30 38.5 23.1 6 7 25.9 7
0.85 23.53 40.6 24.3 6 7 27.3 7
0.90 24.75 42.7 25.6 6 7 28.8 6
0.95 25.98 26.9 7 30.2 6
1.00 27.20 28.2 6 31.6 6
1.05 28.43 29.4 6 33.0 6
1.09 29.35 30.4 6 34.1 6
A16 SKYDECK
Prop loads with Drophead SFK
When calculating the prop load. the
actual extension length may be used.
The exact extension length of the prop
when using the SKYDECK drophead is:
clear room height minus 0.41 m.
Prop loads over 33.3 kN:
bolting on of Drophead for use with
PEP Slab Props using 2 Bolts DIN
EN ISO 4016 M12 x 40-4.6 galv.. Mu.
Deflection according to DIN 18202. assuming perfect levelling.
*Load according to DIN 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: concret-
ing
Total load
Equivalent load: working
conditions
**
Main Beam SLT 225
Main Beam SLT 150
Panel span c 1.50 m Panel span c 0.75 m Panel span c 1.50 m Panel span c 0.75 m
Prop load
[kN]
Deflection
line**
Prop load
[kN]
Deflection
line**
Prop load
[kN]
Deflection
line**
Prop load
[kN]
Deflection
line**
with
Centre
Support
SSK
with
Centre
Support
SSK
with
Centre
Support
SSK
with
Centre
Support
SSK
with
Centre
Support
SSK
with
Centre
Support
SSK
with
Centre
Support
SSK
with
Centre
Support
SSK
Slab thickness d [m]
Load q* [kN/m²]
SKYDECK Panel Slab Formwork
Instructions for Assembly and Use – Standard Configuration
SKYDEKC AuV_ex_791458.indb 73 13.12.16 16:58
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