Peri MULTIFLEX - Page 33

29
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 2.57 2.22 2.22 1.98 1.98 1.78 1.78 1.62 1.62
20.8 22.4 22.5 24.2 24.1 25.9 25.5 27.6 27.7 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0
0.45 0.90
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
28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0
0.45 1.20
2.10 2.10 1.86 1.86 1.67 1.67 1.52 1.52 1.28 1.28 1.11 1.11 0.99 0.99 0.89 0.89 0.81 0.81
28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0
0.45 1.50
1.68 1.68 1.49 1.49 1.34 1.34 1.22 1.22 1.03 1.03 0.89 0.89 0.79 0.79 0.71 0.71 0.65 0.65
28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0
0.45 1.80
1.40 1.40 1.24 1.24 1.12 1.12 1.01 1.01 0.86 0.86 0.74 0.74 0.66 0.66 0.59 0.59 0.54 0.54
28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0
0.45 2.10
1.20 1.20 1.06 1.06 0.96 0.96 0.87 0.87 0.73 0.73 0.63 0.63 0.56 0.56 0.51 0.51 0.46 0.46
28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0 28.0
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
2.77
28.0
Dead load
Concrete load
Equivalent load: concreting
Equivalent load: working conditions
Total load
Calculation basis:
*Load according to EN 12812
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
a
b
c
Main girder spacing
Secondary girder spacing
Prop spacing
c
c
b
a
a
a
Cantilever e [m]
Prop Spacing c [m]
Slab Thickness
d [m]
Load
q* [kN/m
2
]
Sec. Girder
Spacing a [m]
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
MULTIFLEX
GT 24 used as Slab Girder
e
c
c
c
c
e