Ulma ENKOFORM VMK - Page 61

ENKOFORM VMK
Construcción
61
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ENKOFORM VMK
h = 3.7[m]
a [m] b [m] c [m] z [m]
0.45 1.25 1.25 0.75
Concrete pressure [kN/m
2
] 30 40 50 60 70 80
Beam spacing [mm]
530 415 335 300 260 240
Maximum deflection in span [mm]
0.4 0.3 0.3 0.4 0.4 0.3
Maximum deflection in cantilever
[mm]
-0.3 -0.3 -0.2 -0.1 -0.1 ±0.1
Load in WALER C [kN/m]
21.30 21.81 21.34 20.87 20.70 20.83
Load in WALER B [kN/m]
40.68 52.60 61.16 65.8 67.08 66.30
Load in WALER A [kN/m]
31.02 41.60 52.48 63.33 73.23 80.87
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h = 4[m]
a [m] b [m] c [m] z [m]
0.45 1.25 1.25 1.05
Concrete pressure [kN/m
2
] 30 40 50 60 70 80
Beam spacing [mm]
565 420 335 285 255 230
Maximum deflection in span [mm]
0.3 0.3 0.3 0.4 0.4 0.4
Maximum deflection in cantilever
[mm]
1.8 1.1 0.9 0.8 0.8 0.7
Load in WALER C [kN/m]
33 35.1 35.22 34.70 34.27 34.17
Load in WALER B [kN/m]
37.43 51.05 62.21 69.79 73.53 74.13
Load in WALER A [kN/m]
31.57 41.9 52.57 63.51 74.20 83.69
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h = 4.6[m]
a [m] b [m] c [m] d [m] z [m]
0.45 1 1 1.25 0.9
Concrete pressure [kN/m
2
] 30 40 50 60 70 80
Beam spacing [mm]
570 435 380 345 295 255
Maximum deflection in span [mm]
0.4 0.4 0.3 0.3 0.2 0.2
Maximum deflection in cantilever
[mm]
0.3 0.3 0.3 0.3 0.3 0.3
Load in WALER D [kN/m]
27.40 28.78 28.81 28.55 28.47 28.51
Load in WALER C [kN/m]
35.58 47.15 55.39 59.68 60.75 60.35
Load in WALER B [kN/m]
27.58 36.83 46.87 57.22 66.47 72.74
Load in WALER A [kN/m]
29.44 39.24 48.92 58.55 68.3 78.39
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