Muros de Contencion

B(m)

Cimiento C1 C2 C3 C4 C5 C6 C7 C8 qu P.edifcacion Carga piso

H(m)

0.8

B(m)

0.8

So

0.65

1.1

0.9

S1

0.3

1.4

1

S2

0.3

1.9

1

S3

0.5

2.4

1

S4

0.5

0

0

S5

0

0

0

S6

0

0

0

S7

0

0

0

S8

0

Ka

0.405858517

Carg.Dist.piso

0.101464629

Tn/m2 16 8 Tn Tn/m2 0.25

0.43633231

graos 25

∅ =

1.8 Tn/m3

Pe.suelo h.cimiento .!cimiento ".cime#terno Pe.concreto P.cime#terna

1 m 1. 4m 8 m0. Tn/m3 2.3 Tn 16

$.P%&'%C$()$*+$ P Cimiento C1 C2 C3 C4 C5 C6 C7 C8 &*$

1.472 2.277

".P%&'%(&*%(

P.acumulad 1.472 3.749

3.22

6.969

4.37

11.339

5.52

16.859

0

16.859

0

16.859

0

16.859

0

16.859

,raso

0.4 0.55 0.7 0.-5 1.2 0 0 0 0

16.85-

P So S1

0.351 0.594

S2

1.08

S3

2.7

S4

3.6

S5

0

S6

0

S7

0

S8

&*$

0

8.325

C!""#" $.T!T%& C1 C2

cimiento e#terno C3 C4

#mp*+, T.

'riion C%&-.

6.4845 1.66401992

5.0115

17.344 8.672 3.59184788 24.539 12.2695 16.9168878

5.0115 5.0115

12.969

33.784

'riion B.

16.892 30.9724731

5.0115

'SD 6.-0857114

3.80-5-8-77 1.0215235-1 0.7071-2478

H(m)

i,,s

H(m)

0.3

Co

1.1

1.1

C1

2

'ist.,rra 0.804 1.461

2

C2

3

2.192

3

C3

4

2.922

4

C4

5

0

3.653 /.istri,uida del suelo lateralmente

0 0

P+%&' % C%C'%& %%+$&

0

D.imi,nto H n,,saria aa*ra

H r,a

C1

2.5

3.6

2

C2

2.2

3.3

3

C3

1.7

2.8

4

C4

1.2

2.3

5

.r,s*t.

,1

C5 C6

P.acumulad

,raso

0.351 0.945

0.475 0.95

2.025

1.25

4.725

1.65

8.325

2.15

8.325

2.4

8.325

0

8.325

0

8.325

0

C!""#"  1.1769897

,

'S

#s*,r.a #s*,r.in

7.833775 6.655771-25 14.1511473 9.42885273

,2

6.6567853 0.513284394 0.0 3671561

3.74404482 13.9375339

16.543025 4.4184-0106 14.4034087 10.3737341 12.7989802 0.73794858 0.03794858 30.367275 2.178812638 24.3540037 1.47652261 16.4297411 0.669535886 0.28046411

37.8213356

50.011525 1.32230-861 43.6085527 15.455219 12.1 901894 0.360827297

0.8391727

C$+$ % C%$C' %%+$ 

$

rao

C3

10.6666667 10.6666667

0.5

C4

0.6666667 1 21.3333333

1

'S#s. 1.13065038

1.11084816 0.656-7617 0.366-005