Ulma ENKOFORM VMK - 5.2.2 VM20 BEAMS

ENKOFORM VMK
Construcción
60
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ENKOFORM VMK
5.2.2 VM20 BEAMS
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h = 2.55[m]
a [m] b [m] z [m]
0.45 1.25 0.85
Concrete pressure [kN/m
2
] 30 40 50 60 70 80
Beam spacing [mm]
575 440 390 375 - -
Maximum deflection in span [mm]
0.5 0.5 0.4 0.3 - -
Maximum deflection in cantilever
[mm]
-0.3 -0.4 -0.3 0.2 - -
Load in WALER B [kN/m]
26.02 27.2 26.82 26.11 - -
Load in WALER A [kN/m]
32.44 42.79 50.69 54.91 - -
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h = 3[m]
a [m] b [m] z [m]
0.45 1.50 1.05
Concrete pressure [kN/m
2
] 30 40 50 60 70 80
Beam spacing [mm]
465 375 310 280 270 -
Maximum deflection in span [mm]
0.9 1.1 1 0.9 0.8 -
Maximum deflection in cantilever
[mm]
-0.5 -0.8 -0.9 -0.8 -0.6 -
Load in WALER B [kN/m]
37.20 40.99 42.22 42 41.37 -
Load in WALER A [kN/m]
34.80 47.01 57.77 66 70.63 -
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h = 3.4[m]
a [m] b [m] c [m] z [m]
0.45 1 1 0.95
Concrete pressure [kN/m
2
] 30 40 50 60 70 80
Beam spacing [mm]
545 435 410 360 315 305
Maximum deflection in span [mm]
0.5 0.4 0.4 0.3 0.3 0.3
Maximum deflection in cantilever
[mm]
-0.6 -0.6 -0.5 ± 0.4 ± 0.4 0.6
Load in WALER C [kN/m]
20.35 20.92 20.76 20.58 20.63 20.82
Load in WALER B [kN/m]
35.84 45.56 51.66 53.92 53.43 52.1
Load in WALER A [kN/m]
27.82 37.49 47.61 57.53 65.94 71.08
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