ESAL RIGIDO
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Transcript of ESAL RIGIDO
1.- PAVIMENTO RIGIDO
PERIODO DE DISEÑO: 10 AÑOS L2 : 1 EJE SIMPLEFACTOR DE DISTRIBUCION DIRECCIONAL D: 0.5 % L2 : 2 EJE TANDEMFACTOR DE DISTRIBUCION CARRIL L: 1 % L2 : 3 EJE TRIDEMSERVICIABILIDAD INICIAL Pi: 4 psiSERVICIABILIDAD FINAL Pt: 2 psiD: 4
TIPO DE VEHICULO 1 2 3 4 5 6 7
CARGA POR EJE 7 11 7 18 7 18 18Lx (kips) 15.4 24.2 15.4 39.6 15.4 39.6 39.6
IMD 55 55 8 8 24 24 24TASA DE CRECIMIENTO 3.5 3.5 4 4 4.5 4.5 4.5TASA DE CRECIMIENTO 0.035 0.035 0.04 0.04 0.045 0.045 0.045
L2: 1 1 1 2 1 2 2Gt: -0.079 -0.079 -0.079 -0.079 -0.079 -0.079 -0.079Bx: 10.124 86.172 10.124 101.618 10.124 101.618 101.618
B18: 20.613 20.613 20.613 2.710 20.613 2.710 2.710LOG(Wx/W18): 0.291 -0.564 0.291 -0.557 0.291 -0.557 -0.557
FD: 0.511 3.662 0.511 3.602 0.511 3.602 3.602D: 0.5 0.5 0.5 0.5 0.5 0.5 0.5L: 1 1 1 1 1 1 1
G(Y): 11.731 11.731 12.006 12.006 12.288 12.288 12.288ESALF: 6.02E+04 4.31E+05 8.96E+03 6.31E+04 2.75E+04 1.94E+05 1.94E+05
SUMA ESALF: 1.58E+06
8 9 10 11
7 11 7 1815.4 24.2 15.4 39.652 52 12 125 5 3 3
0.05 0.05 0.03 0.031 1 1 2
-0.079 -0.079 -0.079 -0.07910.124 86.172 10.124 101.61820.613 20.613 20.613 2.7100.291 -0.564 0.291 -0.5570.511 3.662 0.511 3.602
0.5 0.5 0.5 0.51 1 1 1
12.578 12.578 11.464 11.4646.10E+04 4.37E+05 1.28E+04 9.04E+04