Inclined Slabs; Maximum Permissible Slab Inclination With Tension Sleeve Sao And Chain 3.0 Kn; Tension Unit Sd - Bracing Angle; A15 Inclined Slabs - Peri SKYDECK Instructions For Assembly And Use

A15 Inclined slabs

Maximum permissible slab inclination with Tension Sleeve SAO and Chain 3.0 kN

Considered horizontal loads
Horizontal load from working operations
Horizontal load from the tilting position
Angle α between Chain and SLT 225
Max. tension force of Tension Sleeve SAO and Anchor Chain = 3.0 kN
Load
Slab thickness DIN EN 12812
[cm] [kN/m 2
14 5.13
16 5.62
18 6.11
20 6.60
22 7.09
24 7.58
25 7.83
26 8.07
28 8.56
30 9.05
35 10.38
40 11.73
43 12.54
45 13.08
50 14.43
55 15.77
60 17.12
65 18.47
70 19.82
75 21.08
80 22.30
85 23.53
90 24.75
Table A15.01
SKYDECK Tension Unit SD – bracing angle α selection
Angle α possible clear room height
Tension Unit with SSK and SLT 225
SD
min h
minimum clearance
30 ° 1.72 m
35 ° 2.02 m
40 ° 2.37 m
45 ° 2.77 m
50 ° 3.25 m
55 ° 3.84 m
60 ° 4.60 m
Table A15.02
66
= 1% of the vertical load (DIN EN 12812; 8.2.2.2)
= 1% of the vertical load (DIN EN 12812; 9.3.4.2)
= 60°
Panel span c = 1.50 m [cm]
increased prop
load Incline
] [kN]
20.3
22.0
23.7
25.4
27.1
28.7
29.6
30.4
32.1
33.8
38.4
43.1
45.9
possible clear room height
with SFK and SLT 225
max h min h
minimum clearance minimum clearance
2.01 m 1.73 m
2.34 m 2.04 m
2.71 m 2.39 m
3.12 m 2.80 m
3.60 m 3.28 m
4.16 m 3.88 m
4.87 m 4.65 m
max. slab inclination
Angle
[%] [°]
5.4 3.1
4.8 2.8
4.3 2.5
3.9 2.2
3.5 2.0
3.2 1.8
3.1 1.8
2.9 1.7
2.7 1.5
2.4 1.4
1.9 1.1
1.5 0.8
1.3 0.7
max h
minimum clearance
2.02 m
2.36 m
2.73 m
3.15 m
3.63 m
4.20 m
4.91 m
Instructions for Assembly and Use – Standard Configuration
Panel span c = 0.75 m [cm]
max. slab inclination
increased prop
load Incline
[kN] [%]
11.4 11.1
12.3 10.2
13.1 9.4
14.0 8.7
14.8 8.1
15.7 7.6
16.1 7.3
16.5 7.1
17.4 6.6
18.2 6.2
20.5 5.3
22.8 4.6
24.2 4.2
25.2 4.0
27.5 3.5
29.8 3.0
32.1 2.7
34.5 2.4
36.8 2.1
39.0 1.8
41.1 1.7
43.2 1.5
45.3 1.3
SKYDECK Panel Slab Formwork
Angle
[°]
6.3
5.8
5.4
5.0
4.6
4.3
4.2
4.1
3.8
3.6
3.0
2.6
2.4
2.3
2.0
1.7
1.5
1.3
1.2
1.1
0.9
0.8
0.8