Peri MULTIFLEX - Page 35

31
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
0.25 0.50
2.51 2.70 2.40 2.59 2.31 2.49 2.24 2.41 2.11 2.27 2.00 2.09 1.86 1.86 1.68 1.68 1.53 1.53
13.9 15.0 15.0 16.2 16.1 17.4 17.2 18.5 19.2 20.6 21.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
0.375 0.75
2.51 2.64 2.34 2.34 2.10 2.10 1.91 1.91 1.61 1.61 1.40 1.40 1.24 1.24 1.12 1.12 1.02 1.02
20.9 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
0.50 1.00
1.98 1.98 1.76 1.76 1.58 1.58 1.43 1.43 1.21 1.21 1.05 1.05 0.93 0.93 0.84 0.84 0.76 0.76
22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
0.50 1.25
1.58 1.58 1.41 1.41 1.26 1.26 1.15 1.15 0.97 0.97 0.84 0.84 0.74 0.74 0.67 0.67 0.61 0.61
22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
0.50 1.50
1.32 1.32 1.17 1.17 1.05 1.05 0.96 0.96 0.81 0.81 0.70 0.70 0.62 0.62 0.56 0.56 0.51 0.51
22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
0.50 1.75
1.13 1.13 1.00 1.00 0.90 0.90 0.82 0.82 0.69 0.69 0.60 0.60 0.53 0.53 0.48 0.48 0.44 0.44
22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
0.50 2.00
0.99 0.99 0.88 0.88 0.79 0.79 0.72 0.72 0.60 0.60 0.52 0.52 0.47 0.47 0.42 0.42 0.38 0.38
22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0 22.0
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
a
b
c
c
c
b
a
a
a
Prop Spacing c [m]
Cantilever e [m]
Slab Thickness
d [m]
Load
q* [kN/m
2
]
Sec. Girder
Spacing a [m]
Main girder spacing
Secondary girder spacing
Prop spacing
MULTIFLEX
VT 20 used as Slab Girder
2.61
22.0
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
– Secondary girder assumed as single
span
For cantilevers:
c < 75 cm; e = c/2
c ≥ 75 cm; e = 50 cm
c: width of main beam interior span or
prop spacing
e: length of cantilever
e
cccc
e