Puentes Ing. José Manuel Rojas Guzmán I.T.T.

Claro (m)= 35

No. P (ton) d (m) Px (ton-m) C.cargas= 7.821

1 4.55 0 0 e= 3.621

2 18.18 4.20 76.3560 x= 15.689

3 18.18 13.40 243.6120 L-e-x= 15.689

∑= 40.91 ∑= 319.968 d= 11.489

d'= 10.111

a= 15.689

b= 19.311

C= 18.180

G= 40.910

Y1= 6.3391 P1Y1= 28.8427

Y2= 8.6563 P2Y2= 157.3721 Mmax= P1y1+….+PnYn

Y3= 4.5323 P3Y3= 82.3967 Mmax= 268.6115

∑= 268.6115

G= 40.91

7.82

C= 18.180

d 4.20 d'

15.69 3.621 15.69

L(m)= 35

X

Y1 Y2 Y3

a b

Camion HS-20-44 Analisis a eje

PnYn

Manuel Apodaca Zavala 09211538