ENKOFORM VMK
Construcción
62
ENKOFORM VMK
h = 5[m]
a [m]
b [m]
c [m]
d [m]
z [m]
0.45
1.25
1.25
1.25
0.8
Concrete pressure [kN/m
2
]
30 40 50 60 70 80
Beam spacing [mm]
540 420 335 275 235 210
Maximum deflection in span [mm]
0.4 0.3 0.3 0.3 0.3 0.3
Maximum deflection in cantilever
[mm]
-0.2 -0.3 -0.2 -0.1 -0.1 -0.1
Load in WALER D [kN/m]
23.26
24 23.76
23.34
23.19 23.29
Load in WALER C [kN/m]
39.15 50.95 59.37 63.89 65.15 64.67
Load in WALER B [kN/m]
38.13 51.09 64.63 78.18 90.55 100.1
Load in WALER A [kN/m]
31.44 41.88 52.24 62.58 73.11 83.90
h = 6[m]
a [m]
b [m]
c [m]
d [m]
z [m]
0.45
1.50
1.50
1.50
1.05
Concrete pressure [kN/m
2
]
30 40 50 60 70 80
Beam spacing [mm]
445 335 265 220 190 165
Maximum deflection in span [mm]
0.7 0.7 0.7 0.6 0.6 0.6
Maximum deflection in cantilever
[mm]
-0.4 -0.4 -0.4 -0.3 -0.3 -0.3
Load in WALER D [kN/m]
35.46 38.47 39.28 25.36 38.47 38.18
Load in WALER C [kN/m]
45.15 61.19 75.05 85.54 92.05 94.96
Load in WALER B [kN/m]
47.55 63.13 79.21 95.86 112.7 94.97
Load in WALER A [kN/m]
33.84 45.16 56.41 67.59 78.68
89.88
