Ulma ENKOFORM VMK - Page 62

ENKOFORM VMK
Construcción
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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
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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
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