\376\377\000C\000A\000L\000C\000U\000L\000O\000S\000 \000D\000E\000 \000G\000A\000V\000I\000O\000N\000E\000S

so = 2.800 @.A', y+a - 1.8QiKg.$n y$vmm = 2Mg.cm' 8-$(T

Informacin recopilada

Ing. F6IIx Praz

MUFIQ QCLOPEO

Eax ysi-FKa Ea= x x 1.8tQKg/nix {A@

uv,ao1,mxg. x 1,5 OK!

Ea X x 1.600 Kg.lm' x (3)'x 0.33 =

UV = 2.675 Kg. x 3 x A = 2.B73

10,et xg. ,so xo.so x 1.soo rg,m -

MEa= 10.080 @ x 1m + 1.50 @, x1,76 m12.442.flo K@-m

IO.0M3 @ + 13BDKg. 11.30 KQ.F = 0,50 em bbpe y bkigis

x NEa0,50 x 11.430 9' 2,14 1,5 OK!2.73 Kg.

COCFiCENTE DE CMPUJE ACVO = Angulo de inclinacin del talud6 = Coef