33
Q
1
= 0.40 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
c
Prop spacing
c
b
Main girder spacing
b
a
Secondary girder spacing
a
a
a
c
MULTIFLEX
Secondary Girder: GT 24
Main Girder: 2 x GT 24
0.35 0.40 0.45 0.50 0.60 0.70 0.80 0.90 1.00
10.6 11.9 13.3 14.6 17.3 20.0 22.5 25.0 27.4
0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40 0.50 0.40
0.30 0.60
3.12 3.36 2.99 3.22 2.88 3.10 2.77 3.00 2.54 2.83 2.37 2.64 2.23 2.49 2.08 2.37 1.90 2.26
20.8 22.4 22.5 24.2 24.1 25.9 25.5 27.6 27.7 30.8 29.8 33.3 31.6 35.4 32.8 37.2 32.8 39.0
0.45 0.90
3.12 3.36 2.99 3.22 2.88 3.10 2.77 3.00 2.54 2.83 2.37 2.64 2.23 2.49 2.08 2.37 1.90 2.16
31.2 33.6 33.7 36.3 36.1 38.9 38.2 41.4 41.6 46.2 44.7 50.0 47.4 53.0 49.1 55.9 49.1 56.0
0.45 1.20
3.12 3.36 2.99 3.22 2.88 3.10 2.77 3.00 2.54 2.57 2.22 2.22 1.98 1.98 1.78 1.78 1.62 1.62
41.6 44.8 44.9 48.4 48.2 51.9 51.0 55.2 55.5 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0
0.45 1.50
3.12 3.36 2.98 2.98 2.68 2.68 2.43 2.43 2.05 2.05 1.78 1.78 1.58 1.58 1.43 1.43 1.30 1.30
52.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0
0.45 1.80
2.80 2.80 2.48 2.48 2.23 2.23 2.03 2.03 1.71 1.71 1.48 1.48 1.32 1.32 1.19 1.19 1.08 1.08
56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0
0.45 2.10
2.40 2.40 2.13 2.13 1.91 1.91 1.74 1.74 1.47 1.47 1.27 1.27 1.13 1.13 1.02 1.02 0.93 0.93
56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0 56.0
Prop Spacing c [m]
Slab Thickness
d [m]
Load
q* [kN/m
2
]
Sec. Girder
Spacing a [m]
3.16
56.0
Dead load
Concrete load
Equivalent load: concreting
Equivalent load: working conditions
Total load
Calculation basis:
*Load according to EN 12812
Table values mean the following:
perm. main girder spacing b [m]
actual prop load [kN]
– The deflection has been limited to l/500
– Main girder support at centre of girder nodes
– Secondary girder assumed as single span
– For prop loads < 28.0 kN, 1 x GT 24 as main
beam is sufficient.
Cantilever e [m]
For cantilevers:
c < 90 cm; e = 30 cm
c ≥ 90 cm; e = 45 cm
c: width of main beam interior span or
prop spacing
e: length of cantilever
ee
cc
c
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