Corte de la seccin crtica
3.5 mC2 = 0.250.50m
C1 = 0.90
Eje de Via
1
1
8.00m
0.5 m1.00 m
1.5m
Corte de la seccin crtica
C1 = 0.90
C2 = 0.25
Eje de Via
C
3.50m3.61 m110.50m1.5 m0.5m1.00 m
Corte de la seccin crtica
C1 = 0.90
C2 = 0.25
Eje de Via
C
C
3.50m110.50m1.5 m0.5m1.00 m
0.22mm1.5 m3.50m
Corte de la seccin crtica
C2 = 0.250.50m
C1 = 0.90
0.51
3.64m
9..52m
1.5m
3.5m
0.25 0.5 m0.25
1.0m
Corte de la seccin crtica
C1 = 0.90
C2 = 0.25
Eje de Via
C
3.62 m110.50m0.5m
0.25 1.5 m3.50m1.0 m9.57 m0.25
Hc=0.3112DD 0.6887D
Top Related