Diseño de Placa de Cisterna

7/24/2019 Diseo de Placa de Cisterna

1/166

MURO DE CONTENCION 01

DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

Peso Especfco Concreto :2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 3 m

) : 0 m

* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.6 mt1 : 0.25 mt, : 0.45 m

-!se #.% : 2 mPnter! : 0 m

T!&/n : 1.55 m

Peso Especfco Re&&eno #% :

TALON

BASEL

e

t2

CORONAt1

SOBRECARGA W

+2645.79 (N+0.00)

+2645 (Exterior)

+2646.49 (Coro!)


2/166

AN.ISIS DE ESTA-I.IDAD

2.03

0.00

Eactivo

P Pesos #T%-r!+o 2e 3ro #4%

P1 1.44 0.13 0.18

P2 0.576 0.32 0.18

P3 2.88 1.00 2.88

P4 6.696 1.23 8.20

TOTA. 11567 11586

La pantalla del mro en !olad"#o de concreto armado t"ene pos"$"l"dad de despla#arse s"n "mped"mento algno%

pd"endo desarrollarse n estado de emp&e act"!o% empleando la ecac"'n de (ank"ne se determ"n'

el coe)"c"ente de emp&e act"!o*

Ka = 0.333

Empuje activo de la tierra Ea:

Ea = 2.03

Empuje de la sobrecarga Es:

E" # 0.0$

Wu = 2.53

Mu = 3.68

Mo4ento Resstente#T54%

Coefcente 2e e4p9e !cto ;!*

=(1)/(1 )+

=Ka

=/

Wu =+

P4P1

P2

P3

Mu

= ( ^2 )/8


3/166

Empuje total Ea+s:

+on)ormado por el emp&e de t"erra m,s el emp&e de la so$recarga*

Ea + Es = 2.11 T/m

Resultante de las fuerzas verticales Rv:

las )er#as -e la componen son el peso prop"o% peso del relleno

Rv= p.p + WrRv= 11.59 T/m

Empuje Dinmico:

! = 0.3

Coefcente s4co )or+ont!& Cs):

+s 0%50 o 0.15

Coefcente s4co ertc!& Cs:

+s! 0%70 +s 0.105

< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00 * 9.51' & 0.00

& 92.23

Coeciente de presin dinmica activa Kas:

Kas = 0.8510.8#5 2.252

Kas = 0."32

ncremento dinmico del empuje activo de la tierra !DEa:

E mur! s' ,!&s-ru%r '& a,u,! a a,''ra,%& $' su'! ! 's a ,!rr'sp!&$%'&-' a assm%,a $' 'r7


4/166

Ea = 0.#13 T/m to !*i,. # 1.$0

'mpu:' a,-%v! a ;u'ra ssm%,a %&'r,%a $' p's! pr!p%!*

Ea+ = 2.82 T/m

"uerza de roce "r:

< = 0.50

, = 1.2

>r = 8.20 T/m

"actor de seguridad contra el deslizamiento "#d:

>? = 2.91 @ 1.5 A!rr',-!

$omento de volcamiento $v:

las )er#as -e "ntentan !olcar el mro son el emp&e act"!o el emp&e de la so$recarga.

Mv= 1.28 TBm/m

$omento estabilizante $e:

las )er#as -e dan esta$"l"dad al mro son el peso prop"o del mro% el peso del relleno el peso total

$' a s!Cr',arDa.

M'= 11."5 TBm/m

"actor de seguridad contra el volcamiento "#v:

>? = 8.92 @ 1.5 A!rr',-!

Esfuerzo admisible del suelo de fundacin %adm:

La capac"dad adm"s"$le del selo de )ndac"'n se determ"na con n )actor de segr"dad para cargasest,t"cas maor o "gal -e dos cap. portante 2.

Empuje total Ea+!:,!&;!rma$! p!r ' 'mpu:' $' -%'rra ' %&,r'm'&-! $%&m%,! $'

Los emp&es actan perpend"clar a la cara "nterna del mro% am$os emp&es son or"#ontales% la componente !ert"cal del0% as. l emp&e pas"!o no se toma en centa por-e no a garant:a de permanenc"a del relleno so$re el Tal'n *)r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

=< ^F.+ .


5/166

Ga$m= 1.9 HD/,m2

&unto de aplicacin de la fuerza resultante 'r:

med"do desde el pnto o.

Ir = 0.88 m

E(centricidad de la fuerza resultante e(:

;ed"da desde el centro de la $ase. Para -e e


6/166

Clculo del refuerzo secundario por e(in en la pantalla ) cara frontal:

Pas'* C = 100.000'ra-' ';',-%v!* $ = 39.000Or' $' a,'r! $' r';u'r!* s = #.020

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m

Clculo de la armadura de refuerzo ,ransversal por temperatura en la pantalla

,ercio nferior:

-ura u&%-ar%a * C = 100.0 ,m'ra-' $' a pa&-aa * = "5.0 ,mr'a $' r';u'r! * s = 8.1 ,m2

?' ,!!,ar '& a ,ara ;r!&-a $' a pa&-aa (s)* 5."0 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.#0 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

,ercio Central:

-ura u&%-ar%a * C = 100.00 ,m'ra-' $' a pa&-aa * = 35.00 ,mr'a $' r';u'r! * s = 6.30 ,m2

?' ,!!,ar '& a ,ara ;r!&-a $' a pa&-aa (s)* ".20 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.1 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:

-ura u&%-ar%a * C = 100.0,m'ra-' $' a pa&-aa * = 25.0,mr'a $' r';u'r! * s = ".5 ,m2

?' ,!!,ar '& a ,ara ;r!&-a $' a pa&-aa (s)* 3.00 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2


7/166

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m

Clculo de la armadura de refuerzo -ongitudinal en .apata /,aln0

Ta& * 1.55 mWsu'! * ".32 T/m

W-a& * 1."" T/mWu * 6.91 T/mG, * 0.#3 T/m2Mu * #.29 T.m$' * 51.00 ,mHN * "5.39 ,m2a * 0.90 ,ms * 3.82 ,m2sm%& * 10.8 ,m2

!r ! -a&-! ' r';u'r! sup'r%!r s' ,!!,ar a,'r! $' 3/"L ,a$a 20 ,m!r ! -a&-! ' r';u'r! %&;'r%!r s' ,!!,ar a,'r! $' 5/8L ,a$a 25 ,m

Clculo de la armadura de refuerzo ,ransversal en .apata /,aln0

s = 10.8 ,m2

!r ! -a&-! ' a,'r! $' -'mp'ra-ura '& a par-' sup'r%!r s' ,!!,ar $' 5/!r ! -a&-! ' a,'r! $' -'mp'ra-ura '& a par-' %&;'r%!r s' ,!!,ar $' 5/8

W"-eo

Wt!

/,


8/166

ALTRA


9/166

0.71

0.08

1.80

0.00

Esobrecarga Edinamico

T/m

T3

T/m

T.m


10/166

!&%4,a,%&


11/166

3

mp&e es nla a! p 0. La )er#a de


12/166

#.53 T/m2".06 T/m2

,!rr',-!

&Duar.

,!rr',-!

T.m,m,m2,m

,m2


13/166

,m,m,m2


14/166

L ,a$a 20 ,m,a$a 20 ,m


15/166


DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 4.3 m

) : 0 m* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.6 mt1 : 0.25 mt, : 0.5 m

-!se #.% : 2.5 mPnter! : 0 mT!&/n : 2 m

Peso Especfco Re&&eno#% :

Peso EspecfcoConcreto :

TALON

BASEL

e

t2

CORONAt1

SOBRECARGA W

+264.66 (N. Exterior)

+2645.79 (N+0.00)

+2646.49 (Coro!)


16/166


5.55

1.43

Eactivo


P1 2.22 0.13 0.28

P2 1.11 0.33 0.37

P3 3.6 1.25 4.50

P4 13.32 1.50 19.98

TOTA. ,05,6 ,651=




Ka= 0.333


Ea= 5.55-! ap%,. = 1."3


"# 0.14

E"# 0.6

to !*i,. # 2.15

Empuje total Ea+s:



=(1)/(1 )+

=1/2 ^2

=()

/Q=

P4P1

P2

P3


17/166


Ea + Es = 5.91 T/m




Empuje Dinmico:

! = 0.3


+s 0%50 o 0.15


+s! 0%70 +s 0.105

< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51 9.21' & 0.00

& 92.23


Kas = 0.851

0.8#5 2.252

Kas = 0."32


Ea = 1."65 T/m to !*i,. # 2.5$

'mpu:' a,-%v! ' 'mpu:' $' a ?!Cr',arDa*

E mur! s' ,!&s-ru%r '& a,u,! a a,''ra,%& $' su'! ! 's a ,!rr'sp!&$%'&-'ssm%,a $' 'r7

Empuje total Ea+!:,!&;!rma$! p!r ' 'mpu:' $' -%'rra ' %&,r'm'&-! $%&m%,! $


18/166

Ea+ = #.3# T/m


19/166

"uerza de roce "r:

< = 0.50, = 1.2

>r = 13.13 T/m


>? = 1.#8 @ 1.5 A!rr',-!



Mv= 12.50 TBm/m



$' a s!Cr',arDa.

M'= 25.13 TBm/m


>? = 2.01 @ 1.5 A!rr',-!


La capac"dad adm"s"$le del selo de )ndac"'n se determ"na con n )actor de segr"dad para cargas

est,t"cas maor o "gal -e dos cap. portante 2.

Ga$m= 1.9 HD/,m2



Los emp&es actan perpend"clar a la cara "nterna del mro% am$os emp&es son or"#ontales% la componente !ert"ca! 0% as. l emp&e pas"!o no se toma en centa por-e no a garant:a de permanenc"a del relleno so$)er#a de )r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

= )( /

=< ^F.+ .


20/166


21/166

Ir = 0.62 m




22/166

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


23/166

Clculo de la armadura de refuerzo ,ransversal por temperatura en la pant

,ercio nferior:

-ura u&%-ar%a * C = 100.0 ,m'ra-' $' a pa&-aa * = 50.0 ,m

Or'a $' r';u'r! * s = 9.0 ,m2

?' ,!!,ar '& a ,ara ;r!&-a $' a pa&-aa (s)* 6.00,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 3.00 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

,ercio Central:

-ura u&%-ar%a * C = 100.00 ,m'ra-' $' a pa&-aa * = 3#.50 ,mr'a $' r';u'r! * s = 6.#5 ,m2

?' ,!!,ar '& a ,ara ;r!&-a $' a pa&-aa (s)* ".50,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.25 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:

-ura u&%-ar%a * C = 100.0 ,m'ra-' $' a pa&-aa * = 25.0,mr'a $' r';u'r! * s = ".5,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m


24/166


Ta& * 2.00 mWsu'! 6.66T/mW-a& * 1."" T/mWu * 9.#2 T/mG, * 1.59 T/m2

Mu * 18.33 T.m$' * 51.00 ,mHN * 11".10 ,m2a * 2.29 ,ms * 9.#3 ,m2sm%& * 10.8 ,m2


Clculo de la armadura de ,emperaura en .apata /,aln0

s = 10.8 ,m2

!r ! -a&-! ' a,'r! $' -'mp'ra-ura '& a par-' sup'r%!r s' ,!!,ar!r ! -a&-! ' a,'r! $' -'mp'ra-ura '& a par-' %&;'r%!r s' ,!!,ar $

W"-eo

Wt!

/,


25/166

ALTRA


26/166

1.46

0.36

2.58

2.15


T/mm

T3

3


27/166

3

a a !&%4,a,%&

'


28/166


29/166

l del emp&e es nlae el Tal'n * p 0. La


30/166


31/166

20.28 T/m2B".08 T/m2

&! ,ump'

,!rr',-!

T.m,m

,m2,m,m2

,m

,m,m2


32/166


33/166

alla


34/166

' 5/8L ,a$a 20 ,m 5/8L ,a$a 20 ,m


35/166

MURO DE CONTENCION 0,

DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 5.7 m

) : 0 m* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.6 mt1 : 0.25 mt, : 0.6 m

-!se #.% : 3.5 mPnter! : 0 m

T!&/n : 2.9 m



TALON

BASEL

e

t2

CORONAt1

SOBRECARGA W

+2646.49 (Coro!)

+2645.79 (N+0.00)

+2642. (Exterior)


36/166


9.75

1.90

Eactivo


P1 3.06 0.13 0.38

P2 2.142 0.37 0.79

P3 5.04 1.75 8.82

P4 26.622 2.05 54.58

TOTA. =>5?> >856>




Ka= 0.333


Ea= 9.#5-! ap%,. = 1.90


"# 0.14

E"# 0.4$

to !*i,. # 2.$5

Empuje total Ea+s:



=(1)/(1 )+

=1/2 ^2

=()

/Q=

P4P1

P2

P3


37/166


Ea + Es = 10.22 T/m




Empuje Dinmico:

! = 0.3


+s 0%50 o 0.15


+s! 0%70 +s 0.105

< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.851

0.8#52.252

Kas = 0."32


Ea = 2.5#" T/m to !*i,. # .42


E mur! s' ,!&s-ru%r '& a,u,! a a,''ra,%& $' su'! ! 's a ,!rr'sp!&$%'&-!&%4,a,%& ssm%,a $' 'r7

Empuje total Ea+!:,!&;!rma$! p!r ' 'mpu:' $' -%'rra ' %&,r'm'&-! $%&m%,! $


38/166

Ea+ = 12.80 T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 22.63 T/m


>? = 1.## @ 1.5 A!rr',-!



Mv= 28.6# TBm/m



$' a s!Cr',arDa.

M'= 6".56 TBm/m


>? = 2.25 @ 1.5 A!rr',-!




Ga$m= 1.9 HD/,m2



Los emp&es actan perpend"clar a la cara "nterna del mro% am$os emp&es son or"#ontales% la componente !ert"

a! 0% as. l emp&e pas"!o no se toma en centa por-e no a garant:a de permanenc"a del relleno so)er#a de )r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

=< ^F.+ .


39/166

Ir = 0.9# m




40/166

Pas'* C = 100.000'ra-' ';',-%v!* $ = 5".000Or' $' a,'r! $' r';u'r!* s = 9.#20

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m

Clculo de la armadura de refuerzo ,ransversal por temperatura en la pan

,ercio nferior:


?' ,!!,ar '& a ,ara ;r!&-a $' a pa&-aa (s)* #.20,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 15 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 3.60 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 15 ,m

,ercio Central:

-ura u&%-ar%a * C = 100.00 ,m'ra-' $' a pa&-aa * = "2.50 ,m

r'a $' r';u'r! * s = #.65 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.55 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:

-ura u&%-ar%a * C = 100.0 ,m'ra-' $' a pa&-aa * = 25.0,mr'a $' r';u'r! * s = ".5,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m


41/166


42/166


Ta& * 2.90 mWsu'! 9.18T/mW-a& 1.""T/mWu * 12.#" T/mG, * 2.01 T/m2

Mu * 50.1# T.m$' * 51.00 ,mHN * 312.2# ,m2a * 6.5" ,ms * 2#.81 ,m2



s = 10.8 ,m2


W"-eo

Wt!

/,


43/166

ALTRA


44/166

2.57

0.48

3.42

2.85


T/mm

T3

3


45/166

3

a a

'


46/166

al del emp&e es nla

re el Tal'n * p 0. La


47/166

2".55 T/m2B3."9 T/m2

&! ,ump'

,!rr',-!

T.m,m,m2,m,m2


48/166

,m,m,m2

alla


49/166


50/166

' 5/8L ,a$a 20 ,m 5/8L ,a$a 20 ,m


51/166

MURO DE CONTENCION 0=

DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 7 m

) : 0 m* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.7 mt1 : 0.25 mt, : 0.7 m

-!se #.% : 4 mPnter! : 0 m

T!&/n : 3.3 m



TALON

BASEL

e

t2

CORONAt1

SOBRECARGA W

+2641.00 (Exterior)

+2646.49 (N +0.00)

+2646.49 (Coro!)


52/166


14.70

2.33

Eactivo


P1 3.78 0.13 0.47

P2 3.402 0.40 1.36

P3 6.72 2.00 13.44

P4 37.422 2.35 87.94

TOTA. 615=, 10=5,,




Ka= 0.333


Ea= 1".#0-! ap%,. = 2.33


"# 0.14

E"# 0.5$

to !*i,. # .50

Empuje total Ea+s:




=(1)/(1 )+

=1/2 ^2

=()

/Q=

P4P1

P2

P3


53/166

Ea + Es = 15.28 T/m



Rv= p.p + Wr

Rv= 51.32 T/m

Empuje Dinmico:

! = 0.3


+s 0%50 o 0.15

Coefcente s4co ertc!& Cs:+s! 0%70 +s 0.105

< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.8510.8#52.252

Kas = 0."32


Ea = 3.881 T/m to !*i,. # 4.20



Empuje total Ea+!:,!&;!rma$! p!r ' 'mpu:' $' -%'rra ' %&,r'm'&-! $%&m%,!


54/166

Ea+ = 19.16 T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 30."6 T/m


>? = 1.59 @ 1.5 A!rr',-!



Mv= 52.6" TBm/m



$' a s!Cr',arDa.

M'= 103.22 TBm/m


>? = 1.96 @ 1.5 A!rr',-!




Ga$m= 2.65 HD/,m2

&unto de aplicacin de la fuerza resultante 'r:med"do desde el pnto o.

Los emp&es actan perpend"clar a la cara "nterna del mro% am$os emp&es son or"#ontales% la componente !ert"a! 0% as. l emp&e pas"!o no se toma en centa por-e no a garant:a de permanenc"a del relleno so

)er#a de )r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

=< ^F.+ .


55/166

Ir = 0.99 m




56/166

Pas'* C = 100.000'ra-' ';',-%v!* $ = 6".000Or' $' a,'r! $' r';u'r!* s = 11.520

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


,ercio nferior:

-ura u&%-ar%a * C = 100.0 ,m'ra-' $' a pa&-aa * = #0.0 ,mr'a $' r';u'r! * s = 12.6 ,m2

?' ,!!,ar '& a ,ara ;r!&-a $' a pa&-aa (s)* 8."0,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 15 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* ".20 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 15 ,m

,ercio Central:

-ura u&%-ar%a * C = 100.00 ,m'ra-' $' a pa&-aa * = "#.50 ,m

r'a $' r';u'r! * s = 8.55 ,m2

?' ,!!,ar '& a ,ara ;r!&-a $' a pa&-aa (s)* 5.#0,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.85 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

,ercio #uperior:



!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m


57/166


58/166

ALTRA


59/166

3.88

0.58

4.20

3.50


T/mm

T3

3


60/166

3

a a

'


61/166

al del emp&e es nlare el Tal'n * p 0. La


62/166

32.08 T/m2B6."2 T/m2

&! ,ump'

,!rr',-!

T.m,m,m2,m,m2


63/166

,m,m,m2

alla


64/166

' 5/8L ,a$a 20 ,m ' 5/8L ,a$a 20 ,m


65/166


DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 6 m

) : 0 m

* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.7 mt1 : 0.25 mt, : 0.7 m

-!se #.% : 3.5 mPnter! : 0 m

T!&/n : 2.8 m



TALON

BASEL

e

t2

CORONAt1

SOBRECARGA W

+2644.4 (Coro!)

+2644. (N. 1.50)

+2640.00 (Exterior)


66/166


10.80

2.00

Eactivo


P1 3.18 0.13 0.40

P2 2.862 0.40 1.14

P3 5.88 1.75 10.29

P4 26.712 2.10 56.10

TOTA. =?5>= >@57=




Ka= 0.333


Ea= 10.80-! ap%,. = 2.00


"# 0.14

E"# 0.50

to !*i,. # .00

Empuje total Ea+s:




=(1)/(1 )+

=1/2 ^2

=()

/Q=

P4P1

P2

P3


67/166

Ea + Es = 11.30 T/m



Rv= p.p + Wr

Rv= 38.63 T/m

Empuje Dinmico:

! = 0.3


+s 0%50 o 0.15


< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.8510.8#52.252

Kas = 0."32


Ea = 2.852 T/m to !*i,. # .60





68/166

Ea+ = 1".15 T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 23.52 T/m


>? = 1.66 @ 1.5 A!rr',-!



Mv= 33.3# TBm/m



$' a s!Cr',arDa.

M'= 6#.93 TBm/m


>? = 2.0" @ 1.5 A!rr',-!




Ga$m= 2.65 HD/,m2



)er#a de )r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

=< ^F.+ .


69/166

Ir = 0.89 m




70/166


!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


,ercio nferior:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 15 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* ".20 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 15 ,m

,ercio Central:

-ura u&%-ar%a * C = 100.00 ,m'ra-' $' a pa&-aa * = "#.50 ,mr'a $' r';u'r! * s = 8.55 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.85 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:



!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m


71/166


Ta& * 2.80 mWsu'! 9.5"T/mW-a& 1.68T/mWu * 13."6 T/mG, * 2.13 T/m2

Mu * "9.#1 T.m$' * 61.00 ,mHN * 309."5 ,m2a * 5.30 ,ms * 22.5" ,m2

!r ! -a&-! ' r';u'r! sup'r%!r s' ,!!,ar a,'r! $' 3/"L ,a$a 15 ,!r ! -a&-! ' r';u'r! %&;'r%!r s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


s = 12.6 ,m2


W"-eo

Wt!

/,


72/166

ALTRA


73/166

2.85

0.50

3.60

3.00

Esobrecarga Edinmico

T/mm

T3

3


74/166

3

a a

'


75/166



76/166

2#.22 T/m2B5.15 T/m2

&! ,ump'

,!rr',-!

T.m,m,m2,m,m2


77/166

,m,m,m2

alla


78/166

' 5/8L ,a$a 20 ,m ' 5/8L ,a$a 20 ,m


79/166


DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 5.4 m

) : 0 m

* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.7 mt1 : 0.25 mt, : 0.7 m

-!se #.% : 3.5 mPnter! : 0 m

T!&/n : 2.8 m



TALON

BASEL

e

t2

CORONAt1

SOBRECARGA W

+2644.9(Coro!)

+2644.$ (N. 1.00)

+2641 (Exterior)


80/166


8.75

1.80

Eactivo


P1 2.82 0.13 0.35

P2 2.538 0.40 1.02

P3 5.88 1.75 10.29

P4 23.688 2.10 49.74

TOTA. =857= >1580




Ka= 0.333


Ea= 8.#5-! ap%,. = 1.80


"# 0.14

E"# 0.45

to !*i,. # 2.70

Empuje total Ea+s:




=(1)/(1 )+

=1/2 ^2

=()

/Q=

P4P1

P2

P3


81/166

Ea + Es = 9.20 T/m



Rv= p.p + Wr

Rv= 3".93 T/m

Empuje Dinmico:

! = 0.3


+s 0%50 o 0.15


< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.8510.8#52.252

Kas = 0."32


Ea = 2.310 T/m to !*i,. # .24





82/166

Ea+ = 11.51 T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 21.66 T/m


>? = 1.88 @ 1.5 A!rr',-!



Mv= 2"."5 TBm/m



$' a s!Cr',arDa.

M'= 61."0 TBm/m


>? = 2.51 @ 1.5 A!rr',-!




Ga$m= 1.9 HD/,m2


Los emp&es actan perpend"clar a la cara "nterna del mro% am$os emp&es son or"#ontales% la componente !erta! 0% as. l emp&e pas"!o no se toma en centa por-e no a garant:a de permanenc"a del relleno so

La )er#a de )r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

=< ^F.+ .


83/166

Ir = 1.06 m




84/166


!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


,ercio nferior:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* ".20 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

,ercio Central:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.85 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:

-ura u&%-ar%a * C = 100.0,m'ra-' $' a pa&-aa * = 25.0,mr'a $' r';u'r! * s = ".5,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m


85/166


Ta& * 2.80 mWsu'! 8."6T/mW-a& 1.68T/mWu * 12.1# T/mG, * 1.#2 T/m2

Mu * "".2" T.m$' * 61.00 ,mHN * 2#5.39 ,m2a * ".#0 ,ms * 19.96 ,m2



s = 12.6 ,m2

!r ! -a&-! ' a,'r! $' -'mp'ra-ura '& a par-' sup'r%!r s' ,!!,ar!r ! -a&-! ' a,'r! $' -'mp'ra-ura '& a par-' %&;'r%!r s' ,!!,ar

W"-eo

Wt!

/,


86/166

ALTRA


87/166

2.31

0.45

3.24

2.70


T/mm

T3

3


88/166

3

' a a

$'


89/166


90/166


91/166

,m,m,m2

talla


92/166

$' 5/8L ,a$a 20 ,m ' 5/8L ,a$a 20 ,m


93/166

MURO DE CONTENCION 0>

DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 6 m

) : 0 m

* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.7 mt1 : 0.25 mt, : 0.7 m

-!se #.% : 3.5 mPnter! : 0 m

T!&/n : 2.8 m



TALON

BASEL

e

t2

CORONAt1

SOBRECARGA W

+2645.79 (N+0.00)

+2642 (Exterior)

+2646.49 (Coro!)


94/166


10.80

2.00

Eactivo


P1 3.18 0.13 0.40

P2 2.862 0.40 1.14

P3 5.88 1.75 10.29

P4 26.712 2.10 56.10

TOTA. =?5>= >@57=




Ka= 0.333


Ea= 10.80-! ap%,. = 2.00


"# 0.14

E"# 0.50

to !*i,. # .00

Empuje total Ea+s:



=(1)/(1 )+

=1/2 ^2

=()

/Q=

P4P1

P2

P3


95/166


Ea + Es = 11.30 T/m




Empuje Dinmico:

! = 0.3


+s 0%50 o 0.15


+s! 0%70 +s 0.105

< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.851

0.8#52.252

Kas = 0."32


Ea = 2.852 T/m to !*i,. # .60





96/166

Ea+ = 1".15 T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 23.52 T/m


>? = 1.66 @ 1.5 A!rr',-!



Mv= 33.3# TBm/m



$' a s!Cr',arDa.

M'= 6#.93 TBm/m


>? = 2.0" @ 1.5 A!rr',-!




Ga$m= 2.65 HD/,m2



Los emp&es actan perpend"clar a la cara "nterna del mro% am$os emp&es son or"#ontales% la componente !ert"

a! 0% as. l emp&e pas"!o no se toma en centa por-e no a garant:a de permanenc"a del relleno soLa )er#a de )r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

=< ^F.+ .


97/166


98/166


!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


,ercio nferior:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 15 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* ".20 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 15 ,m

,ercio Central:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.85 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:

-ura u&%-ar%a * C = 100.0 ,m'ra-' $' a pa&-aa * = 25.0,mr'a $' r';u'r! * s = ".5 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 20 ,m


99/166


Ta& * 2.80 mWsu'! 9.5"T/mW-a& 1.68T/mWu * 13."6 T/mG, * 2.13 T/m2

Mu * "9.#1 T.m$' * 61.00 ,mHN * 309."5 ,m2a * 5.30 ,ms * 22.5" ,m2



s = 12.6 ,m2


W"-eo

Wt!

/,


100/166

ALTRA


101/166

2.85

0.50

3.60

3.00


T/mm

T3

3


102/166

3

a a

'


103/166

"cal del emp&e es nla

$re el Tal'n * p 0.


104/166

28.0# T/m2B5.99 T/m2

&! ,ump'

,!rr',-!

T.m,m,m2,m,m2


105/166

,m,m,m2

talla


106/166

$' 5/8L ,a$a 20 ,m ' 5/8L ,a$a 20 ,m


107/166

MURO DE CONTENCIN 0@

DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 4 m

) : 0 m

* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.6 mt1 : 0.25 mt, : 0.5 m

-!se #.% : 2.5 mPnter! : 0 m

T!&/n : 2 m



TALN

BASEL

e

t2

CORONAt1

SOBRECARGA W

+2645.79 (N+0.00)

+2644 (N.Exterior)

+2646.49 (Coro!)


108/166


4.80

1.33

Eactivo


P1 2.04 0.13 0.26

P2 1.02 0.33 0.34

P3 3.6 1.25 4.50

P4 12.24 1.50 18.36

TOTA. 1?570 ,=58>




Ka= 0.333


Ea= ".80-! ap%,. = 1.33


"# 0.14

E"# 0.

to !*i,. # 2.00

Empuje total Ea+s:




=(1)/(1 )+

=1/2 ^2

=()

/Q=

P4P1

P2

P3


109/166

Ea + Es = 5.13 T/m



Rv= p.p + Wr

Rv= 18.90 T/m

Empuje Dinmico:

! = 0.3


+s 0%50 o 0.15


< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.8510.8#52.252

Kas = 0."32


Ea = 1.26# T/m to !*i,. # 2.40





110/166

Ea+ = 6."0 T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 12."5 T/m


>? = 1.95 @ 1.5 A!rr',-!



Mv= 10.11 TBm/m



$' a s!Cr',arDa.

M'= 23."6 TBm/m


>? = 2.32 @ 1.5 A!rr',-!




Ga$m= 1.9 HD/,m2




=/

=< ^F.+ .


111/166

Ir = 0.#1 m

E(centricidad de la fuerza resultante e(:;ed"da desde el centro de la $ase. Para -e e


112/166

Or' $' a,'r! $' r';u'r!* s = #.920

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


,ercio nferior:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 3.00 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

,ercio Central:

-ura u&%-ar%a * C = 100.00 ,m'ra-' $' a pa&-aa * = 3#.50 ,mr'a $' r';u'r! * s = 6.#5 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.25 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:

-ura u&%-ar%a * C = 100.0,m

'ra-' $' a pa&-aa * = 25.0,mr'a $' r';u'r! * s = ".5 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m



113/166

Ta& * 2.00 mWsu'! 6.12T/mW-a& 1.""T/mWu * 9.0# T/mG, * 1.36 T/m2Mu * 16.92 T.m$' * 51.00 ,m

HN * 105.32 ,m2a * 2.11 ,ms * 8.96 ,m2sm%& * 10.8 ,m2



s = 10.8 ,m2


W"-eo

Wt!

/,


114/166

ALTRA


115/166

1.27

0.33

2.40

2.00


T/mm

T3

3


116/166

3

a a

'


117/166

cal del emp&e es nlare el Tal'n * p 0.


118/166

16.63 T/m2B1.51 T/m2

,!rr',-!

,!rr',-!

T.m,m,m2,m,m2

,m,m


119/166

,m2

alla


120/166

$' 5/8L ,a$a 20 ,m ' 5/8L ,a$a 20 ,m


121/166

MURO DE CONTENCION 0?

DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2

A&tr! #(% : 3 m

) : 0 m

* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.6 mt1 : 0.25 mt, : 0.45 m

-!se #.% : 2 mPnter! : 0 m

T!&/n : 1.55 m



TALON

BASEL

e

t2

CORONAt1

SOBRECARGA W

+2645.79 (N+0.00)

+2645 (Exterior)

+2646.49 (Coro!)


122/166


2.70

1.00

Eactivo


P1 1.44 0.13 0.18

P2 0.576 0.32 0.18

P3 2.88 1.00 2.88

P4 6.696 1.23 8.20

TOTA. 11567 11586




Ka= 0.333


Ea= 2.#0-! ap%,. = 1.00


"# 0.14

E"# 0.25

to !*i,. # 1.50

Empuje total Ea+s:




=(1)/(1 )+

=1/2 ^2

=()

/Q=

P4P1

P2

P3


123/166

Ea + Es = 2.95 T/m



Rv= p.p + Wr

Rv= 11.59 T/m

Empuje Dinmico:

! = 0.3


+s 0%50 o 0.15


< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.8510.8#52.252

Kas = 0."32


Ea = 0.#13 T/m to !*i,. # 1.$0





124/166

Ea+ = 3.66 T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 8.20 T/m


>? = 2.2" @ 1.5 A!rr',-!



Mv= ".36 TBm/m



$' a s!Cr',arDa.

M'= 11."5 TBm/m


>? = 2.63 @ 1.5 A!rr',-!




Ga$m= 1.9 HD/,m2




=/

=< ^F.+ .


125/166

Ir = 0.61 m




126/166

Or' $' a,'r! $' r';u'r!* s = #.020

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


,ercio nferior:

-ura u&%-ar%a * C = 100.0 ,m'ra-' $' a pa&-aa * = "5.0 ,mr'a $' r';u'r! * s = 8.1 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.#0 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

,ercio Central:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.1 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:

-ura u&%-ar%a * C = 100.0,m

'ra-' $' a pa&-aa * = 25.0,mr'a $' r';u'r! * s = ".5 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m



127/166

Ta& * 1.55 mWsu'! ".32T/mW-a& 1.""T/mWu * 6.91 T/mG, * 0.95 T/m2Mu * #.66 T.m$' * 51.00 ,m

HN * "#.69 ,m2a * 0.9" ,ms * ".01 ,m2sm%& * 10.8 ,m2



s = 10.8 ,m2


W"-eo

Wt!

/,


128/166

ALTRA


129/166

0.71

0.25

1.80

1.50


T/mm

T3

3


130/166

3

a a

'


131/166

cal del emp&e es nlare el Tal'n * p 0.


132/166

12.#5 T/m2B1.16 T/m2

,!rr',-!

a -r%a&Duar.

,!rr',-!

T.m,m,m2,m,m2

,m,m


133/166

,m2

alla


134/166

$' 5/8L ,a$a 20 ,m ' 5/8L ,a$a 20 ,m


135/166


DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2A&tr! #(% : 4.8 m

) : 0 m

* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.6 mt1 : 0.25 mt, : 0.5 m

-!se #.% : 3 mPnter! : 0 m



TALON

BASEL

e

t2

CORONA

t1

SOBRECARGA W

+2649.1 (Coro!)

+2649 (Exterior)

+2645.79 (+0.00)


136/166

T!&/n : 2.5 m


6.91

1.60

Eactivo


P1 2.52 0.13 0.32

P2 1.26 0.33 0.42

P3 4.32 1.50 6.48

P4 18.9 1.75 33.08

TOTA. ,@500 805,7




Ka= 0.333



=(1)/(1 )+

P4P1

P2

P3


137/166


Ea= 6.91-! ap%,. = 1.60


"# 0.14

E"# 0.40

to !*i,. # 2.40

Empuje total Ea+s:


Ea + Es = #.31 T/m

Resultante de las fuerzas verticales Rv:las )er#as -e la componen son el peso prop"o% peso del relleno

Rv= p.p + WrRv= 2#.00 T/m

Empuje Dinmico:

! = 0.3

Coefcente s4co )or+ont!& Cs):+s 0%50 o 0.15


+s! 0%70 +s 0.105

< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.851


=1/2 ^2

=()

/Q=


138/166

0.8#52.252

Kas = 0."32


Ea = 1.825 T/m to !*i,. # 2.$$


Ea+ = 9.1" T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 1#.10 T/m


>? = 1.8# @ 1.5 A!rr',-!



Mv= 1#.28 TBm/m



$' a s!Cr',arDa.

M'= "0.29 TBm/m



Los emp&es actan perpend"clar a la cara "nterna del mro% am$os emp&es son or"#ontales% la componente !erta! 0% as. l emp&e pas"!o no se toma en centa por-e no a garant:a de permanenc"a del relleno sLa )er#a de )r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

=< ^F.+ .


139/166

>? = 2.33 @ 1.5 A!rr',-!



Ga$m= 1.9 HD/,m2



Ir = 0.85 m




140/166

M!m'&-! $' $%s'!* M$ = 1#.2#5'ra-' ';',-%v!* $' = "".000KN* HN = 10#.533r!;u&$%$a$ $' ':' &'u-r!* a = 2.516Or'a $' a,'r! $' r';u'r!* s = 10.692

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,mPas-& 5/8L ,a$a 20 ,m


Pas'* C = 100.000'ra-' ';',-%v!* $ = "".000Or' $' a,'r! $' r';u'r!* s = #.920

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


,ercio nferior:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 3.00 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

,ercio Central:

-ura u&%-ar%a * C = 100.00 ,m

'ra-' $' a pa&-aa * = 3#.50 ,mr'a $' r';u'r! * s = 6.#5 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.25 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:


141/166

-ura u&%-ar%a * C = 100.0,m'ra-' $' a pa&-aa * = 25.0,mr'a $' r';u'r! * s = ".5,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m


Ta& * 2.50 mWsu'! #.56T/mW-a& 1.""T/m

Wu * 10.80 T/mG, * 1.#0 T/m2Mu * 31.53 T.m$' * 51.00 ,mHN * 196.25 ,m2a * ".01 ,ms * 1#.02 ,m2



W"-eo

Wt!

/,


142/166

s = 10.8 ,m2



143/166

ALTRA


144/166

1.83

0.40

2.88

2.40



145/166

T/mm

T3

3

' a a


146/166

3

$'

"cal del emp&e es nla$re el Tal'n * p 0.


147/166

19.80 T/m2B1.80 T/m2

&! ,ump'

'a -r%a&Duar.

,!rr',-!


148/166

T.m,m,m2,m,m2

,m,m,m2

talla


149/166


150/166


151/166


DATOS

F'c : 210 kg/cm2

Fy : 4200 kg/cm2

1.8 T/m3

2.4 T/m3

Sorec!r"! #$% : 0.25 T/m2A&tr! #(% : 6.3 m

) : 0 m

* : 30 Grados

PREDIMENSIONAMIENTO

Per!&te +!p!t! #e% 0.6 mt1 : 0.25 mt, : 0.7 m

-!se #.% : 3.5 mPnter! : 0 m



TALON

BASEL

e

t2

CORONA

t1

SOBRECARGA W

+2645.79 (N+0.00)

+2650.5 (N.Exterior)

+2650.6 (Coro!)


152/166

T!&/n : 2.8 m


11.91

2.10

Eactivo


P1 3.42 0.13 0.43

P2 3.078 0.40 1.23

P3 5.04 1.75 8.82

P4 28.728 2.10 60.33

TOTA. 805,@ @05?1




Ka= 0.333



=(1)/(1 )+

P4P1

P2

P3


153/166


Ea= 11.91-! ap%,. = 2.10


"# 0.14

E"# 0.5

to !*i,. # .15

Empuje total Ea+s:


Ea + Es = 12."3 T/m

Resultante de las fuerzas verticales Rv:las )er#as -e la componen son el peso prop"o% peso del relleno

Rv= p.p + WrRv= "0.2# T/m

Empuje Dinmico:

! = 0.3

Coefcente s4co )or+ont!& Cs):+s 0%50 o 0.15


+s! 0%70 +s 0.105

< : 0.16605""#"3 Ra$%a&'s9.51 ra$!s

% & 20.00

* 9.51' & 0.00

& 92.23


Kas = 0.851


=1/2 ^2

=()

/Q=


154/166

0.8#52.252

Kas = 0."32


Ea = 3.1"" T/m to !*i,. # .7$


Ea+ = 15.58 T/m

"uerza de roce "r:

< = 0.50, = 1.2

>r = 2".33 T/m


>? = 1.56 @ 1.5 A!rr',-!



Mv= 38.5" TBm/m



$' a s!Cr',arDa.

M'= #0.81 TBm/m



Los emp&es actan perpend"clar a la cara "nterna del mro% am$os emp&es son or"#ontales% la componente !ert"a! 0% as. l emp&e pas"!o no se toma en centa por-e no a garant:a de permanenc"a del relleno so)er#a de )r"cc"'n se determ"n' en )nc"'n del ,nglo de )r"cc"'n "nterna de la coes"'n del selo de )ndac"'n.

=/

=< ^F.+ .


155/166

>? = 1.8" @ 1.5 A!rr',-!



Ga$m= 2.65 HD/,m2



Ir = 0.80 m




156/166

M!m'&-! $' $%s'!* M$ = 38.5"2'ra-' ';',-%v!* $' = 6".000KN* HN = 239.915r!;u&$%$a$ $' ':' &'u-r!* a = 3.865Or'a $' a,'r! $' r';u'r!* s = 16."28

!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,mPas-& 5/8L ,a$a 20 ,m



!r ! -a&-! s' ,!!,ar a,'r! $' 5/8L ,a$a 20 ,m


,ercio nferior:



!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* ".20 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 20 ,m

,ercio Central:

-ura u&%-ar%a * C = 100.00 ,m

'ra-' $' a pa&-aa * = "#.50 ,mr'a $' r';u'r! * s = 8.55 ,m2


!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 2.85 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 1/2L ,a$a 25 ,m

,ercio #uperior:


157/166



!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m

?' ,!!,ar '& a ,ara $' a$! $' -%'rra (s)* 1.50 ,m2

!r ! -a&-! s' ,!!,ar a,'r! $' 3/8L ,a$a 25 ,m


Ta& * 2.80 mWsu'! 10.26T/mW-a& 1.""T/m

Wu * 1".0" T/mG, * 2.3# T/m2Mu * 52.29 T.m$' * 51.00 ,mHN * 325.51 ,m2a * 6.8" ,ms * 29.08 ,m2



W"-eo

Wt!

/,


158/166

s = 10.8 ,m2



159/166

ALTRA


160/166

3.14

0.53

3.78

3.15



161/166

T/mm

T3

3

a a


162/166

3

'



163/166

29.25 T/m2B6.25 T/m2

&! ,ump'

a -r%a&Duar.

,!rr',-!


164/166

T.m,m,m2,m,m2

,m,m,m2

alla


165/166


166/166

' 5/8L ,a$a 20 ,m ' 5/8L ,a$a 20 ,m

Diseño de Placa de Cisterna

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Transcript of Diseño de Placa de Cisterna