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