Muros de SótanoKo= u/1-u 1.222

Coeficiente de fricciónArena limosa 0.55Grava limosa 0.55Grava limpia 0.45Arena gruesa 0.45Concreto-limo 0.35c-roca solida 0.6arcilla 0.20-0.30

Vecino 5 pisosSotano

avenidaVecino 5 pisoss/c= 5000 kg/m2

1700 kg/m330 No existe dplz. Hs = 2.94 m 2.94

ko= 1.22s/c

H1 = 21646 kg/m2

3.6 m13069 kg/m2

6097.6 kg/m2 7363 kg/m2

Vecino 7 pisoss/c= 7000 kg/m2

1700 kg/m330 No existe dplz. Hs = 4.12 m 4.12

ko= 1.22s/c

H1 = 30334 kg/m2

3.6 m

ɣ=ɸ=

ɣ=ɸ=

sótano

13069 kg/m2

8544.9 kg/m2 7363 kg/m2

Avenidas/c= 500 kg/m2 Peatones

1700 kg/m330 No existe dplz. Hs = 0.29 m 0.29

ko= 1.22s/c

H1 = 2135 kg/m2

3.6 m13069 kg/m2

601.5 kg/m2 7363 kg/m2

ɣ=ɸ=

vecino 7 pisos

Ax+By+Cz+DX = 0Y = 0Z1 = 3.55 C*3.55 + D = 6.09756 C= -2.074Z2 = 0 C*0+D = 13.46 D= 13.46026

Ax+By+Cz+DX = 0Y = 0Z1 = 3.55 C*3.55 + D = 8.54488 C= -2.074Z2 = 0 C*0+D = 15.91 D= 15.90758

sótano

Ax+By+Cz+DX = 0Y = 0Z1 = 3.55 C*3.55 + D = 0.60146 C= -2.074Z2 = 0 C*0+D = 7.96 D= 7.96416