planilla muro1

7/17/2019 PLANILLA MURO1

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CALCULO DE MURO EN VOLADIZO SECCION AA

fcFyǾµ

altura totalsobrecarga

relleno delante muro

PREDIMENSI

Espesor zapatacb

BaseDedoTalon

notas:

B =(2/3)H

0.3 c=H/10 o 0.3 el m

espesor zapata=H

b=H/12

Dedo=1/3 del anc

CALCULO DE LO

EMPUJE ACTIVO

5.5 Ǿ1-SenǾ1+SenǾ

Ka

0

Ea

pto. Aplicación

0.5

1 2

SOBRECARGA

3.3 h

Esobrecarga

pto aplicación

Altra H

raHH

espesorzapata

Base !

Dedo "alon

c

bh

altraselopas#$opas#$opas#$o

sobrecar%a &



ANALISIS DE ESTABILIDAD

0.3

5 Esobrecarga

5.5

Ea 7.788

0

0.5 1.83

0.5

1 2

3.3

FE!"# $T%&'T( )# $'(* brazo

,g&m ,g&m m1 ./0 1/12 2/34 1/522 3./6. 3/445 4/44 3/440 4/44 4/24

Ea 1./1 1/7Esobrecarga 4/44 3/0234.87 14.31

FACTORES DE SEGURIDAD 4/01 1'.2

VOLCAMIENTO F.S /.. OK DESLIZAMIENTO F.S

apl8cac89n resultante pto/ # 1/47 m b&3b&

PRESION DE SUELO

:adm8s8ble 50 "n/m2 :u 24/44e 4/20 m

:1 31/21 "n/m2 MENORES QUE ESFUERZO ULTIMO

:3 -4/7 "n/m2

a

:abb

1/44 3/444/7 !1

31/21 :ab !3

!"

REVISARDIMENSIONES

1

3

*

A

+

--



/44 ,p

,1,2



ANALISIS ESTRUCTURAL

PANTALLA Ea 5/.. "n/m

Es 4/44 "n/m sobrecar%aa(H)

Cortante

*u 7/.2 tn&' 1.-(as) ;<c 5/2d 3./44 cm (0.*0.*3,A(4

<u /23 ,g&cm3 5/d <u=;<c OK

Flexion F*>*# 1/702 F'E!T# 1/132'u 1/.1 tn-mt

?d8se@o 4/445577762m 3/2 6y77/(0.*4c77) #s 16.04

!n 32/75 8100000/(0.9100epant) Refuerzo ertical

3!nAm&fy 4/36 separac8on1&m 4/4. 5 1/05

ra8z$1-3!nAm&fy( 4/7. 7 /1

? 4/44557776 14 ./64pm8n 4/44 13 0/42

#s temp 2/.4 (2 caras) 15 13/234 16/27

#s-cm35 4/377 4/24 Refuerzo !orizontal "retraccion#

14 4/06 c&cara 3/0413 1/1 separac8on15 3/41 7 17/5157234 /1. 14 36/47773

13 .1/77064

15 0./.507DEDO

d

a *a-b

0.5 b 'u1/44 3/44

$

4/7 <u=;<c31/21 :ab 1./.0

m

!n3!nAm&fy

/44 1&m% separac8on use S C ra8z$1-3!nAm&fy(5 1/63074 3/4 ?7 /.3016 /4 pm8n14 2/2.66 2/413 0/01117 7/4 #sd8se@o15 1/04700 1./4

0.*a H:2

;d8se@o



34 31/.1662 31/4TALON

d ../44:ce 15/43

c

4/4 *u0.5 e <u

1/44 3/44 <u=;<c

4/731/21 15/43 'u

/04m!n

2/44 3!nAm&fy1&m

% separac8on use S C ra8z$1-3!nAm&fy(

5 1/63074 3/4 ?7 /.3016 /4 pm8n14 2/2.66 2/4 ?d8se@o13 0/01117 7/4 #sd8se@o15 1/04700 1./434 31/.1662 31/4 re4erzo hor#zontal

??m8n 4/44 c/cara

#sm8n 7/44 %14 6/7 9 713 1./1 1' 1415 32/1 2* 13

RESUMEN DISE#O0.3

θ10 c/ 29 os

θ16 c/ 12 os *

5.5

θ10 c/ 29 os +

θ16 c/ 25 os -

0 θ16 c/ 14 os 3

θ12 c/

0.5 θ12 c/

1 2

3.3

p+

pp



θ16 c/ 14 os 1



DATOS

$%0 <%/cm2

&$00 <%/cm2

'5

0.'

%.( tn/m3

5.5 m

0 tn/m2

0 m

NAMIENTO

A>?8,

0.46 0.50.46 0.'

0.46 0.'3.67 '.'

1.22 %

1.99 2.00

yor de los dos

/10

o de la base

S EMPUJES

4/511 rad#anes

4/.35.32551/20205.5.

0.$71

7.788

1.833

4/444

0.000

2.750



0.000

2.75

'a< 8ah

'omento <ert 8to hor

,gAm ,gAm2/..7/27

.6/774/444/44

8o=2+.230.00

63.%0 $).$'

tnm

1/22 OK

1/14 m

3/34 m

1./.0

10/661./72

3$.84



1/.1



h& 1.+-

h&3 2.*0

,g&cm3))

DE%S>D#D %!ET$T%&'(

cm3

use S C1/44/44

./440/44

13/4416/44

cm3use s C

1636.3

0.

../44

12/251 tn

7/065 tn@mt

/2.OK

3/236.1105.0

2/4.7453.674/425254543

4/4.324/6014740124/441316.40

4/444/44

14.67



4/.4/14 <%/cm2

2/47 tn@mt

3/23/614/44/4.4/67

4/444566554/444/44

14.67

l

6/44 cm2

./24 cm2

separac8on se >

11/10411 11

10/.236 1-

32/130. 2*

25 os '

25 os 2

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