B1

Hviga

Hpan

HZ

S1

S3

S2

1

23 4

6

5

7

B

B2

TdTt

h1h2

B3

DATOSDATOS A INGRESAR en metros

H estribo= 7.0 ɣhor= 2.6base zapat= 4.50 ɣsuelo= 2B= 0.50 Ф= 40 GRADOSB1= 0.30 Ф= 0.70 RADIANESB2= 0.40 Hequi sobr= 0.6B3= 0.70Hpan= 4.30Hz= 0.70Hviga= 1.40h1= 0.30h2= 0.30Td= 1.50Tt= 2.30

FIGURA BASE ALTURA AREA Wi Xi1 0.30 1.40 0.42 1.09 2.152 0.80 0.30 0.24 0.62 1.903 0.40 0.30 0.06 0.16 2.034 0.40 0.30 0.12 0.31 1.705 0.40 4.30 1.72 4.47 1.706 0.30 4.30 0.64 1.68 2.007 4.50 0.70 3.15 8.19 2.25

S1 2.20 2.00 4.40 8.80 3.40S2 0.30 4.30 0.64 1.29 2.10S3 2.30 4.30 9.89 19.78 3.35

46.39

WiXi2.351.190.320.537.603.35

18.4329.92

2.7166.26

132.66

ESTADO 1= INFRAESTRUCTURA+ RELLENO+SOBRECARGA

PRESION= 14 Ka= 0.217 Psobre= 1.2

Ea= 10.65 Eas= 4.2

Mv= 39.56ME= 132.66

CHEQUEO VOLTEOFsv= 3.35 OK

CHEQUEO DESPLAZAMIENTOFsD= 2.62 OK

ASENTAMIENTOX= 2.01e= 0.24

Esfuerzo 1= 13.65Esfuerzo 2= 6.96