diseño muro contencion rsll chacane.xlsx

7/25/2019 Diseo muro contencion RSLL Chacane.xlsx

1/194

DISEO DE MURO DE CONTENCION TIPOBRA

ENT.EJECUTORA : MUNICIPALIDAD DISTRITAL DE TORATA

MOD. EJECUCION : ADMINISTRACION PRESUPUESTARIA DIRECTA

PLAZO DE EJECUCI : 210 DIAS CALENDARIOS

FECHA : JUNIO DEL 2010

w = 1500 Kg/m2

f'c = 210 Kg/cm2fy = 4200 Kg/cm2 = 0.55

= 1600 Kg/m3 = 35w = 1500 Kg/m2H = 6.50 m

h' = 0.00 m= 2400 Kg/m3= 2.00 Kg/cm2

Predimensionamiento del muro:

Ka = 0.27099 Kp = 3.690172

Ka*w = 434 Kg/m3

De la tabla 1 e !bt"e#e$

%/&Hh( = 0.46

h = 0.94 m

% = 3.42 m

%/3 = 1.14 m &b1(

H/12 = 0.54 m

: "MEJORAMIENTO DE LA CADENA LOGISTICA INSTITUCIONAPROVISION BIENES Y MATERIALES DE LA MUNICIPALIDAD DIST

)

tH

t

h

h'

%

DEDO TALON +

RELLENOCOMPACTADO

RELLENO


2/194


3/194

,-m"e#+! al!e

0.30

6.106.50

0.40

O 0.90 0.45 2.25

3.60

Verificacin de la estabilidad del muro:

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*a 9159 2.17 1946

p 0 0 0

/ 2642 3.25 57

1102 2433

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 3456 1.0 6221

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


4/194

2 109 1.00 109

3 4392 1.20 5270

4 21960 2.4 54351

5 0 0.45 0

/ 3375 2.4 353

3421 5293$ MR


5/194

act! +e eg-"+a+ al !lte! c!#"+ea#+! la !becaga$

2.65 2 OK

act! +e eg-"+a+ al !lte! "# c!#"+ea la !becaga$

2.35 2 OK

act! +e eg-"+a+ al +el"am"e#t! c!#"+ea#+! la !becaga$

1.60 1.5 OK

act! +e eg-"+a+ al +el"am"e#t! "# c!#"+ea la !becaga$

1.44 1.5 MA

e"8# e# el -el!

-#t! +e pa! +e la e-lta#te = 1.37

e = 0.43 %/6 = 0.60 OK

ma: = 1.64 2.0 OK m"# = 0.26 2.0 OK

Diseo de la armadura de la pantalla vertical:

; = 067 Kg

< = 240 Kg

l m!me#t! e# la bae +e la pa#talla e$

;- = 3217 Kg>m

?

@0),ADB

, = 2.0 cm2 1.64a = 6.7 cm

, = 2.39 cm2

a = 6.6 cm A 2.35 cm2

e -a $ 3/4 2.5 cm2 pac"am"e#t! = 10.05cm

l ef-e! et"cal mC#"m! +el m-! e$

, m"#= 3.51 cm2 3/ 0.71 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 12024.57

0.61 0.6632 247.9559 147.2466 1232.54

1.22 322.6733 495.911 693.9627 13640.521.3 726.0149 743.677 1797.613 1444.49

2.44 1290.693 991.236 3615.662 15256.47

3.05 2016.70 1239.779 6305.574 16064.44

3.66 2904.059 147.735 10024.1 1672.42

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&4734 0.4666666667 >2209

/ 5123 2.75 1409

10533 3046

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 3996 1.5 7393

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


20/194

2 1515 1.17 176

3 3030 1.3 4166

4 1999 2.60 51995

5 1710 0.50 55

6 1600 1.3 2200

/ 5500 2.60 14300

3349 266$ MR


21/194


2.71 2 OK


2.24 2 OK


1.77 1.5 OK


1.51 1.5 OK

e"8# e# el -el!

-#t! +e pa! +e la e-lta#te = 1.40

e = 0.45 %/6 = 0.62 OK

ma: = 1.75 1.75 OK m"# = 0.27 1.75 OK


; = 552 Kg

< = 4704 Kg


;- = 42973 Kg>m

?@0),ADB

, = 2.71 cm2 1.75a = 6.75 cm

, = 27.99 cm2

a = 6.5 cm A 2.93 cm2

e -a $ 3/4 2.5 cm2 pac"am"e#t! = 10.21cm


, m"#= 3.96 cm2 1/2 1.27 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 9331.319

0.505 5.511 470.3966 213.0731 10677.94

1.01 342.0724 940.7931 944.423 12024.571.515 769.6629 1411.19 2332.25 13371.19

2.02 136.29 11.56 4514.747 14717.2

2.525 2137.952 2351.93 7630.115 16064.44

3.03 307.651 222.379 1116.55 17411.07

..= ;)

/ ;,

=

..= ;)

/ ;,

=

..=& 4734 0.4666666667 >2209

/ 4657 2.5 11643

306 23406

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 3072 1.60 4915

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


38/194

2 130 1.07 1472

3 2760 1.2 3519

4 14904 2.30 34279

5 1620 0.45 729

6 1600 1.2 2040

/ 4500 2.30 10350

2936 5304$ MR


39/194


2.45 2 OK


2.01 2 OK


1.0 1.5 OK


1.53 1.5 OK

e"8# e# el -el!

-#t! +e pa! +e la e-lta#te = 1.14

e = 0.46 %/6 = 0.53 OK

ma: = 1.74 1.75 OK m"# = 0.12 1.75 OK


; = 7096 Kg

< = 425 Kg


;- = 34059 Kg>m

?

@0),ADB

, = 22.75 cm2 1.74a = 5.35 cm

, = 21.0 cm2

a = 5.13 cm A 21.5 cm2

e -a $ 3/4 2.5 cm2 pac"am"e#t! = 13.11cm


, m"#= 3.96 cm2 1/2 1.27 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 7609.54

0.46 70.9563 42.4 175.06 66.4

0.92 23.252 56.9601 769.962 9764.141.3 63.6067 125.44 19.14 1041.44

1.4 1135.301 1713.92 3637 1191.74

2.3 1773.907 2142.4 611.009 12996

2.76 2554.427 2570. 9436.62 14073.34

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&4734 0.4666666667 >2209

/ 4192 2.25 9431

624 140

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 274 1.45 4037

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


52/194

2 94 0.3 20

3 2460 1.03 2522

4 12915 2.03 26153

5 1260 0.35 441

6 1000 1.03 1025

/ 4375 2.03 59

25 435$ MR


53/194


2.52 2 OK


2.01 2 OK


2.06 1.5 OK


1.71 1.5 OK

e"8# e# el -el!

-#t! +e pa! +e la e-lta#te = 1.03

e = 0.42 %/6 = 0.4 OK

ma: = 1.67 1.75 OK m"# = 0.11 1.75 OK


; = 5637 Kg

< = 319 Kg


;- = 2564 Kg>m

?

@0),ADB

, = 19.33 cm2 1.67a = 4.55 cm

, = 1.4 cm2

a = 4.35 cm A 1.42 cm2

e -a $ 5/ 1.9 cm2 pac"am"e#t! = 10.75cm


, m"#= 3.51 cm2 3/ 0.71 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 6674.324

0.41 56.36934 31.9061 137.5913 7422.764

0.2 225.4774 763.123 599.6696 171.2041.23 507.3241 1145.71 1460.191 919.644

1.64 901.9095 1527.625 2793.114 966.04

2.05 1409.234 1909.531 4672.392 10416.52

2.46 2029.296 2291.437 7171.94 11165

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&m

?

@0),ADB

, = 16.16 cm2 1.41a = 3.0 cm

, = 15.40 cm2

a = 3.62 cm A 15.36 cm2

e -a $ 5/ 1.9 cm2 pac"am"e#t! = 12.9cm


, m"#= 3.06 cm2 3/ 0.71 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 5409.196

0.36 43.45905 335.3322 104.919 55.26

0.72 173.362 670.6644 453.055 6307.3241.0 391.1315 1006 1094.473 6756.3

1.44 695.3449 1341.329 2079.236 7205.452

1. 106.476 1676.661 3457.409 7654.516

2.16 1564.526 2011.993 5279.05 103.5

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&4734 0.4666666667 >2209

/ 3260 1.75 5705

2634 2

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 220 1.15 2539

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


80/194

2 372 0.67 24

3 160 0.3 1535

4 7533 1.63 12241

5 100 0.30 324

/ 3375 1.63 544

1642 2231$ MR


81/194


2.70 2 OK


2.04 2 OK


3.12 1.5 OK


2.4 1.5 OK

e"8# e# el -el!

-#t! +e pa! +e la e-lta#te = 0.6

e = 0.29 %/6 = 0.3 OK

ma: = 1.26 1.75 OK m"# = 0.17 1.75 OK


; = 3223 Kg

< = 2 Kg


;- = 13051 Kg>m

?

@0),ADB

, = 13.23 cm2 1.26a = 3.11 cm

, = 12.5 cm2

a = 2.96 cm A 12.55 cm2

e -a $ 1/2 1.27 cm2 pac"am"e#t! = 10.12cm


, m"#= 2.61 cm2 3/ 0.71 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 431.253

0.31 32.22543 2.753 76.93999 4621.23

0.62 12.9017 577.5166 329.0717 461.3130.93 290.02 66.2749 7.362 5101.343

1.24 515.606 1155.033 146.71 5341.373

1.55 05.6356 1443.791 2456.294 551.403

1.6 1160.115 1732.55 372.6 521.433

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&m

?

@0),ADB

, = 3.41 cm2 0.73a = 0.0 cm

, = 3.11 cm2

a = 0.73 cm A 3.11 cm2

e -a $ 1/2 1.27 cm2 pac"am"e#t! = 40.5cm


, m"#= 2.61 cm2 3/ 0.71 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 112.935

0.26 1.69361 39.94361 10.90045 11.943

0.52 74.77443 79.722 53.97053 124.950.7 16.2425 119.30 144.7633 130.95

1.04 299.0977 159.7744 29.319 136.965

1.3 467.3402 199.71 531.7293 142.973

1.56 672.9699 239.6616 59.007 14.9

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&4734 0.4666666667 >2209

/ 4657 2.5 11643

306 23406

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 3072 1.60 4915

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


128/194

2 130 1.23 1702

3 2760 1.03 229

4 14904 2.30 34279

5 1620 0.45 729

6 1600 1.2 2040

/ 4500 2.30 10350

2936 5644$ MR


129/194


2.43 2 OK


1.99 2 MA


1.0 1.5 OK


1.53 1.5 OK

e"8# e# el -el!

-#t! +e pa! +e la e-lta#te = 1.12

e = 0.4 %/6 = 0.53 OK

ma: = 1.77 1.75 MA m"# = 0.09 1.75 OK


; = 7096 Kg

< = 425 Kg


;- = 34059 Kg>m

?

@0),ADB

, = 22.75 cm2 1.77a = 5.35 cm

, = 21.0 cm2

a = 5.13 cm A 21.5 cm2

e -a $ 3/4 2.5 cm2 pac"am"e#t! = 13.11cm


, m"#= 3.96 cm2 3/ 0.71 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 7609.54

0.46 70.9563 42.4 175.06 66.4

0.92 23.252 56.9601 769.962 9764.141.3 63.6067 125.44 19.14 1041.44

1.4 1135.301 1713.92 3637 1191.74

2.3 1773.907 2142.4 611.009 12996

2.76 2554.427 2570. 9436.62 14073.34

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&5129 0.4333333333 >2223

/ 0 2.4 0

1019 615

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 400 1.70 6936

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


156/194

2 516 1.0 559

3 250 0.93 237

4 17415 2.2 39619

5 1152 0.40 461

/ 0 2.2 0

2543 49961$ MR


157/194


6.56 2 OK


6.56 2 OK


12.63 1.5 OK


12.63 1.5 OK

e"8# e# el -el!

-#t! +e pa! +e la e-lta#te = 1.64

e = 0.06 %/6 = 0.57 OK

ma: = 0.3 1.36 OK m"# = 0.6 1.36 OK


; = 4934 Kg

< = 0 Kg


;- = 10609 Kg>m

?

@0),ADB

, = 10.75 cm2 0.3a = 2.53 cm

, = 10.12 cm2

a = 2.3 cm A 10.09 cm2

e -a $ 5/ 1.9 cm2 pac"am"e#t! = 19.62cm


, m"#= 5.22 cm2 1/2 1.27 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 4546.406

0.43 49.3442 0 11.31629 4795.6

0.6 197.3771 0 90.53031 5045.3661.29 444.095 0 305.539 5294.46

1.72 79.505 0 724.2425 5544.326

2.15 1233.607 0 1414.536 5793.06

2.5 1776.394 0 2444.31 6043.26

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&5129 0.4333333333 >2223

/ 0 2.2 0

3 5355

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 3660 1.53 552

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


170/194

2 234 1.02 23

3 2340 0. 204

4 14040 2.05 272

5 100 0.3 405

/ 0 2.05 0

21354 3054$ MR


171/194


172/194

2.73 19.956 0 295.92 4101.011

3.12 2597.2 0 4322.773 4194.566

3.51 327.66 0 6154.6 42.121

3.90 4059.094 0 442.916 431.676

Del gf"c! e !bt"e#e el al! +e h+

h+ = 0.0 0.24 = 1.04m

1.20m

Diseo de la armadura de la pantalla horizontal:

, m"# &h!"!#tal a"ba( =6. cm2

, e:te"! =4.5 cm2 1/2 1.27 cm2

, "#te"! = 2.29 cm2 3/ 0.71 cm2

, m"# &h!"!#tal abaE!( =7.50 cm2

, e:te"! =5.00 cm2 1/2 1.27 cm2

, "#te"! = 2.50 cm2 3/ 0.71 cm2

Chequeo por Corte en la base de la pantalla


173/194

Diseo de la armadura del taln anterior (pie):

F- = 3960 Kg/m

m = 725 Gg/m2

ma: =7560 Gg/m2

;- =2667 Gg/m

?@0),ADB

, = 1.7 cm2

a = 0.42 cm

, = 1.61 cm2

a = 0.3 cm

A 1.61 cm2 3/ 0.71 cm2

,m"# = 9.00 cm2 5/ 1.9 cm2

Chequeo por Corte en el taln anterior (pie)


174/194

MCA-05PARA LA ATENCION DE REQUERIM. Y

RITAL DE TORATA" - CRUZPATA


175/194


176/194


177/194


178/194

0.64

20.00

t! =29.40cm 25.00


179/194

pac"am"e#t! = 27.71cm 25.00

pac"am"e#t! = 30.9cm 30.00

pac"am"e#t! = 25.40cm 25.00

pac"am"e#t! = 2.40cm 25.00

0.64Gg/cm2

pac"am"e#t! =201.02cm 200.00

pac"am"e#t! = 22.00cm 20.00

2.5 3 3.5 4 4.


180/194

pac"am"e#t! = 44.09cm 40.00

pac"am"e#t! = 22.00cm 20.00


181/194

DISEO DE MURO DE CONTENCION TIPOBRA

ENT.EJECUTORA : MUNICIPALIDAD DISTRITAL DE TORATA

MOD. EJECUCION : ADMINISTRACION PRESUPUESTARIA DIRECTA

PLAZO DE EJECUCI : 210 DIAS CALENDARIOS

FECHA : JUNIO DEL 2010

w = 0 Kg/m2

f'c = 210 Kg/cm2fy = 4200 Kg/cm2 = 0.5

= 100 Kg/m3 = 32.9w = 0 Kg/m2H = 3.30 m

h' = 1.30 m= 2400 Kg/m3= 1.36 Kg/cm2

Predimensionamiento del muro:

Ka = 0.296522 Kp = 3.372427

Ka*w = 534 Kg/m3

De la tabla 1 e !bt"e#e$

%/&Hh( = 0.5

h = 0.00 m

% = 1.91 m

%/3 = 0.64 m &b1(

H/12 = 0.2 m

: "MEJORAMIENTO DE LA CADENA LOGISTICA INSTITUCIONAPROVISION BIENES Y MATERIALES DE LA MUNICIPALIDAD DIST

)

tH

t

h

h'

%

DEDO TALON +

RELLENOCOMPACTADO

RELLENO


182/194


183/194

,-m"e#+! al!e

0.25

2.90

3.30

0.40

O 0.40 0.25 1.35

2.00

Verificacin de la estabilidad del muro:

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*a 2906 1.10 3197

p >5129 0.4333333333 >2223

/ 0 1.65 0

-2223 94

E!c"# $%!&'( )Kg* +&('# ,! ((c( M#m!"# )Kg-m*1 1920 1.00 1920

$

MA

H

t

h

h'

%

D ED O T AL ON +

RELLENOCOMPACTADO

RELLENO


184/194

2 0 0.65 0

3 1740 0.53 914

4 7047 1.33 9337

5 64 0.20 130

/ 0 1.33 0

11355 12300$ MR


185/194


12.63 2 OK


12.63 2 OK


>2.55 1.5 MA


>2.55 1.5 MA

e"8# e# el -el!

-#t! +e pa! +e la e-lta#te = 1.00

e = 0.00 %/6 = 0.33 OK

ma: = 0.57 1.36 OK m"# = 0.56 1.36 OK


; = 2244 Kg

< = 0 Kg


;- = 3254 Kg>m

?

@0),ADB

, = 5.03 cm2 0.57a = 1.1 cm

, = 4.6 cm2

a = 1.10 cm A 4.6 cm2

e -a $ 5/ 1.9 cm2 pac"am"e#t! = 42.43cm


, m"#= 3.42 cm2 1/2 1.27 cm2 pac"am"e

h H1 H2 ;-

0 0 0 0 1750.304

0.29 22.4437 0 3.471304 1750.304

0.5 9.7751 0 27.77043 1750.3040.7 201.994 0 93.72521 1750.304

1.16 359.1004 0 222.1635 1750.304

1.45 561.0944 0 433.913 1750.304

1.74 07.9759 0 749.017 1750.304

..=;)

/ ;,

=

..=;)

/ ;,

=

..=&110.66cm 200.00

pac"am"e#t! = 27.50cm 25.00

2 2.5 3 3.


194/194

pac"am"e#t! =177.51cm 160.00

pac"am"e#t! = 27.50cm 25.00

diseño muro contencion rsll chacane.xlsx

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