Post on 17-Feb-2016
description
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