(diseño Muro Reservorio Longe).pdf
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COMPROBACION DE MUROS DE GRAVEDAD PROYECTO: RESERVORIO PARA RIEGO LONGENA
A= B= C= D= E= F= G=
2.00 0.50 0.50 3.00 0.50 0.50 0.50
=
2.40
Pe relleno =
1.42
Pe muro
Angulo del terreno Ang. de fricción interna
= =
Coef. de fricción Terreno=
0.00 Ø 21.81 Fi 0.55 f
F.S.D. =
1.52
>
1.50
OK!
F.S.V. =
2.66
>
2.00
OK!
A= B= C= D= E= F= G=
2.00 0.50 0.50 3.00 0.50 0.50 0.50
=
2.40
Pe relleno =
1.42
Pe muro
Angulo del terreno Ang. de fricción interna
= =
Coef. de fricción Terreno=
0.00 Ø 21.81 Fi 0.55 f
F.S.D. =
1.52
>
1.50
OK!
F.S.V. =
2.66
>
2.00
OK!
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