Diseño Reservorio Cuadrado 25 m3

DISEÑO DE RESERVORIO DE ALMACENAMIENTO DE V=25 m3 DATOS: POBLACIÓN FUTURA: Pf = DOTACIÓN: Dot = CONSUO A!IO DIARIO "#$ = %.3 & Pf & Dot. )o*+#,- $,* R,s,(o(io o-si$,(a) = "# & 0.20 )o*+#,- as+#i$o a(a ,* $is,4o:

300.00 Habs. 200.00 Lit/Hab/Dia 0.'0 Lit(os %1.0 Li Lit(os 21.00 #3 #3

5S, as+#,6

Co- ,* )a*o( $,* o*+#,- 5)6 s, $,fi-, +- (,s,(o(io $, s,i7- +a$(a$a +8as $i#,-sio-,s so-:

TAPA

BL

NIVEL DE AGUA

h

H

b

A*t+(a $, a9+a: A-o $, *a Pa(,$: Bo($o *ib(,: A*t+(a tota*:



=

%.1; %.1;1 1 3.'< 0.30 %.<;1

b = B.L. = H =

# # # #

S, as+#, b = N+,o )o*+#,)o*+#,- =

.00

21.20

DISEÑO ESTRUCTURAL DEL RESERVORIO: Pa(a ,* $is,4o ,st(+t+(a* $,* (,s,(o(io s, +ti*i>a(? ,* #@to$o Po(t*a-$ C,#,-t Assoiatio- +, $,t,(#i-a #o#,-tos f+,(>as o(ta-t,s o#o (,s+*ta$o $, ,&,(i,-ias sob(, #o$,*os $, (,s,(o(ios basa$os ,- *a t,o(a $, P*at,s aS,**s $, Ti#os,-o $o-$, s, o-si$,(a- *a a(t,s ,#ot(a$as ,-t(, si. - *os (,s,(o(ios ao8a$os o s+,(fiia*,s tios a(a ob*aio-,s (+(a*,s s, +ti*i>a (,f,(,-t,#,-t, *a o-$ii7 +, o-si$,(a *a taa taa *ib(, 8 ,* fo-$o ,#ot(a$o. Pa(a ,st, aso +a-$o atEa so*o ,* ,#+, $,* a9+a *a (,si7,* bo($, ,s ,(o 8 *a (,si7- #?&i#a 5P6 o+((, ,- *a bas,. P = Ya x h Do-$,: Ga = Gt = Jt =

E !m"#$! %! a&#a !': V = Ya x h( x b)2

%000.00 9 9/#3 %<00.00 9/#3 0.'0 9/#K

 P,so ,s,ifio $,* a9+a  P,so ,s,ifio $,* t,((,-o  Caai$a$ Po(ta-t, $,* t,((,-o

A*+ CALCULO DE MOMENTOS MOMENTOS Y ESPESOR ,E-: PAREDES: * a*+*o s, (,a*i>a +a-$o ,* (,s,(o(io s, ,-+,-t(a **,-o 8 s+,to a *a (,si7- $, a9+a.

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b/ = R,*ai7- : 2.1 Pa(a *a (,*ai7- b/ s, (,s,-ta- *os o,fii,-t,s 56 a(a ,* a*+*o $, *os #o#,-tos ,- +-a (,*ai7- b/=2.10 Po( s,( *a #?s ,(a-a a* a*o( ?*+*a$o.

b) b)h

x)h

2.10

Y=. Mx

0 %/ % /2 3/ %

Y = b )/ M0

0.000 0.0%2 0.0%% 0.02% 0.%0<

0.02; 0.022 0.0% 0.00% 0.022

Mx

0.000 0.00; 0.00< 0.0%0 0.0;;

Y= M0

0.0%3 0.0%3 0.0%0 0.00% 0.0%1

Mx

0.000 0.0%3 0.0%% 0.001 0.000















Los #o#,-tos s, $,t,(#i-a- #,$ia-t, *a si9+i,-t, fo(#+*a: M = 1 x Ya x h3 Co-oi$os *os $atos s, a*+*a: Ga& 3 =

3'0.'< 9 9

MOMENTOS ,1&+m- DEBIDO AL EMPUE DEL AGUA

b) b)h

x)h

2.10

Y=. Mx

0 %/ % /2 3/ %

Y = b )/ M0

0.00 .<< 2.'< <2.01 2%.'1

%01.' <1.'1 1.;0 3.'% <1.'1

Mx

0.00 2;.31 3%.2 3'.0; 300.<

D,* +a$(o a-t,(io( s, obti,-, ,* ?&i#o o#,-to Abso*+to:  = ESPESOR DE LA PARED PARED ,!-: S, $,t,(#i-a #,$ia-t, *a si9+i,-t, fo(#+*a: , = 5 & / 5ft & b66M Do-$,: f = 2%0.00 9/#K ft = %2.32 9/#K b = %00.00 # R,,#*a>a-$o a*o(,s s, ti,-,: , = %.3 # #

Y= M0

10.;' 10.;' 3'.0; 3.'% 1<.0

Mx

0.00 10.;' 2.'< %'.13 0.00

2%.'1 9#

 R,sist,-ia $,* o-(,to

 0.<1 & 5f6M S! a'#m! ! =

5* ..

LOSA DE CUBIERTA: La *osa $, +bi,(ta s,(? o-si$,(a$a o#o +-a *osa a(#a$a ,- $os s,-ti$os 8 ao8a$a ,- s+s +at(o *a$os. s,so( $, *a *osa:  = 5L  2,/26/3 L= .00 # = 0.%2 # S, as+#,  = 0.%21 # S,9E- ,* R,9*a#,-to Naio-a* $, $ifiaio-,s a(a *osas #ai>as ,- $os $i(,io-,s +?-$o *a (,*ai7- $, *as $os ,s i9+a* a *a +-i$a$ *os #o#,-tos f*,&io-a-t,s ,- *as faas ,-t(a*,s so-: MA = MB = C4L( ...........5%6 Do-$,: C = 0.03 METRADO DE CARGAS: P,so P(oio :  & 200 = 300.00 9/#K Ca(9a )ia : %10.00 9/#K 4 = /5.*.. 9/#K R,,#*a>a-$o a*o(,s ,- *a ,+ai7- 5%6 s, ti,-,: MA = MB = 2*5/ 9# Co-oi$os *os a*o(,s $, *os #o#,-tos s, a*+*a ,* ,s,so( Eti* $ #,$ia-t, ,* #@to$o ,*?stio: $ = 5/Rb6M Do-$,: b = .. # 2*5/ 9# = R = %/2 & f &  & Q DATOS DE DISEÑO: FG =

f = f = Fs = s =  = %1000&5f6M

200.00 9/#K 2%0.00 9/#K ;'.00 9/#K %00.00 9/#K

2%00000.00 2%;3;0.1

 R,sist,-ia $,* a,(o  R,sist,-ia $,* o-(,to















* ,s,so( tota* 5,6 o-si$,(a-$o +- (,+b(i#i,-to $, 3 #. s,(? i9+a* a: ! = Si,-$o #,-o( +, ,* ,s,so( #-i#o ,-o-t(a$o: = Pa(a ,* $is,4o s, o-si$,(a: $ = ,  (,+b.

;. # # 2*5 6m 2*5 '.1 '.1 #

LOSA DE 7ONDO: As+#i,-$o ,* ,s,so( $, *a *osa $, fo-$o ,- 0.%1#. 8 o-oi$a *a a*t+(a $, a9+a ,* a*o( $, P s,(?: P,so (oio $,* a9+a:  & Ga = %1;1.00 9/#K P,so $,* o-(,to: , & Go-. = 30.00 9/#K 4 = 35*.. 1&)m(















La *osa $, fo-$o s,(? a-a*i>a$a o#o +-a *aa f*,&ib*, 8 -o o#o +-a *aa (9i$a $,bi$o a +, ,* ,s,so( ,s ,+, ,- (,*ai7- a *a *o-9it+$ a$,#?s s, o-si$,(a(a ao8a$a ,- +- #,$io +8a (i9i$,> a+#,-ta o- ,* ,#ot(a#i,-to. Di *aa ,sta(? ,#ot(a$a ,- *os bo($,s. L =  .0 0 D,bi$o a *a ai7- $, *as a(9as ,(tia*,s at+a-t,s a(a +-a *+> i-t,(-a $,: -a- *os si9+i,-t,s #o#,-tos: MOMENTO DE EMPOTRAMIENTO EN LOS E8TREMOS:  =   & LK/%'2 = %%.21 9# MOMENTO EN EL CENTRO:  =  & LK/3< = <0.3 9# Pa(a *osas *a-as (,ta-9+*a(,s a(#a$as o- a(#a$+(as ,- $os $i(,io-,s s, (,o#i,-$a *os si9+i,-t,s fato(,s: Pa(a +- #o#,-to ,- ,* ,-t(o: 0.01%3 Pa(a +- #o#,-to $, ,#ot(a#i,-to: 0.12'0 MOMENTOS 7INALES: M ,!- = #ot(a#i,-to: M ,6- = C,-t(o:

0.12'0 &  0.01%3 & 

= =

<1.30 9# .% 9#

CHE9UEO DEL ESPESOR: * ,s,so( s, a*+*a #,$ia-t, ,* #@to$o ,*?stio si- a9(i,ta#i,-to o-si$,(a-$o ,* #?&i#o #o#,-to abso*+to $, *os #o#,-to fi-a*,s obt,-i$os:  = %3%.20 9# o- *a si9+i,-t, (,*ai7-: ! = ,M),;< x b-- Si,-$o: f = 2%0.00 9/#K ft = 0.<1 & 5f6M = %2.32 # 5*.. , = ;.'' # PF F
B*+ DISTRIBUCI>N DE LA ARMADURA: Pa(a $,t,(#i-a( ,* a*o( $,* ?(,a $, a,(o $, *a a(#a$+(a $, *a a(,$ a(,$ $, *a *osa $, +bi,(ta +bi,(ta 8 $, fo-$o s, o-si$,(a * si9+i,-t, (,*ai7-: AS = M),;' x $ x %Do-$,:   o#,-to #?&i#o abso*+to ,- 9# fs Fati9a $, t(abao ,- 9/#K   R,*ai7- ,-t(, *a $ista-ia $, *a (,s+*ta-t, $, *os ,sf+,(>os $, o#(,si7- a* ,-t(o $, 9(a, $, *os ,sf+,(>os $, t,-si7-. $  P,(a*t, ,f,tio ,- 5#6. B**+ DISTRIBUCI>N DE LA ARMADURA EN LA PARED: Pa(a Pa(a *a a(#a a(#a$+ $+(a (a ,(t ,(ti ia* a* (,s+ (,s+*t *ta a +- #o#, #o#,-t -to: o: & = 2% 2%.' .'1 1 9# 9# Pa(a *a a(#a$+(a o(i>o-ta* ,* #o#,-to: 8 = 2<'.%2 9  9# Pa(a (,sisti( *os #o#,-tos o(i9i-a$os o( *a (,si7- $,* a9+a 8 t,-,( +-a $ist(ib+i7- $, *a a(#a$+(a s, o-si$,(a: fs = '00.00 9/#K = '.00 f = ;'.00 9/#K , = %1.00 # (,+b(i#i,-to = ;.10 # P,(a*t, ,f,tio 5$6 = ;.10 # FG = 200.00 9/#K f = 2%0 00 9/#K















S, +sa(a a,(o $, $i?#,t(o: E'"a6?am?!@
A'H = M),;'$%-

E'"a6?am?!@
)2 J '! a'#m!:

%/2 =

*.. 6m ) 2 J

%.2; %.2; #K #K 5* .. 6m

,ACERO VERTICAL-

5*.22 6m( 5*. 6m( o#o: A'H  A'm?@ ! a!a %! a6!F !' ! a%!6#a%F = S, +sa(a a,(o $, $i?#,t(o: %/2 = %.2; %.2; #K #K )2 J '! a'#m!:

5*.2

25*.. 6m ) 2 J

2.* .. 6m

,ACERO TRANSVERSAL-

















B*2*+ DISTRIBUCI>N DE LA ARMADURA EN LA LOSA DE CUBIERTA: CUBIERTA: Pa(a ,st, aso s, o-si$,(a ,* #o#,-to ,- ,* ,-t(o: $is = 2''.1 9 9# fs = %00.00 9/#K = '.00 f = ;'.00 9/#K FG = 200.00 9/#K f = 2%0.00 9/#K Q =%/%fs/5- & f6 0.3 0.<'  = %  Q/3

, = R,+b(i#i,-to ( =

%2.10 # 3.00 #

$ =,( =

'.10 #

.%; #K A,(o #-i#o: % & b & ,/FG 2.1 2.1 #K o#o: A' K A'm?@ A'm?@ #'a a6!F a6 !F m?@?mF = S, +sa(a a,(o $, $i?#,t(o: 3/< = 0.;% 0.;% #K #K

As#i-= As = /5fs$6

3) J

saia#i,-to:

*.. 6m

'! a'#m!:

/* 3) J

5* ..

B*3*+ DISTRIBUCI>N DE LA ARMADURA EN LA LOSA DE 7ONDO: Co#o ,- ,* aso $,* a*+*o $, *a a(#a$+(a $, *a a(,$ ,- *a *osa $, fo-$o s, o-si$,(a +- #?&i#o #o#,-to abso*+to $, ab : <1.30 9 9# fs = '00.00 9/#K = '.00 f = ;'.00 9/#K FG = 200.00 9/#K f = 2%0.00 9/#K Q =%/%fs/5- & f6 0. 0.<1  = %  Q/3

, = R,+b(i#i,-to ( = As#i-= As = /5fs$6

E'"a6?am?!@
%1.00 # .00 #

$ =,( =

%%.00 #

2.11 #K A,(o #-i#o: 0.00%; & b & , %.0% %.0% #K o#o: A' K A'm?@ A'm?@ #'a a6!F a6 !F m@?mF = S, +sa(a a,(o $, $i?#,t(o: 3/< = 0.;% 0.;% #K #K 3) J

2*.. 6m

'! a'#m!:

2*55 3) J

25* ..

C * + CHE9UEO POR ES7UERO CORTANTE CORTANTE Y ADHERENCIA: * ,+,o o( ,sf+,(>o o(ta-t, ti,-, *a fi-a*i$a$ $, ,(ifia( si *a ,st(+t+(a (,+i,(, ,st(ibos o -o 8 ,* ,+,o o( a$,(,-ia si(, a(a ,(ifia( si ,&ist, +-a ,(f,ta a$,si7- ,-t(, ,* o-(,to 8 ,* a,(o $, (,f+,(>o.















C*2*+ CHE9UEO DE LA LOSA DE CUBIERT CUBIE RTA: A: E';#!QF 6Fa o(ta-t, tota* #?&i#a 5)6 s,(? =  & S/3 00.00 9 sf+,(>o o(ta-t, No#i-a* 56:  = )/5b & $6 = 0.3 9 * #?&i#o ,sf+,(>o o(ta-t, +-ita(io 5#a&6 ,s: )#a& = 0.2'&5f6M = .20 9/#K CFmF Vmax   ====== a' %?m!@'?F@!' %?m!@'?F@!' %! a F'a "F 6Fo ,(#isib*, o( a$,(,-ia 5+#a&6 ,s: +#a& = 0.01 & f = %0.10 9/#K CFmF #max #max  # ====== a' %?m!@'?F@!' %! a F'a %! 6#b?!














# #3

8 $















)2 M0

0.0; 0.0 0.013 0.02; 0.000















)2 M0

2<'.%2 21;.< 20;.0; %01.' 0.00

6m































o a

# s, o(i9i















6m(















6m( 6m















#

%?'!F

















DISEÑO DE RESERVORIO DE ALMACENAMIENTO DE V=25 m3 DATOS: POBLACIÓN FUTURA: Pf = DOTACIÓN: Dot = CONSUO A!IO DIARIO "#$ = %.3 & Pf & Dot. )o*+#,- $,* R,s,(o(io o-si$,(a) = "# & 0.20 )o*+#,- as+#i$o a(a ,* $is,4o:

<2<.00 Habs. %00.00 Lit/Hab/Dia %.21 Lit(os 2%.13 Li Lit(os 21.00 #3 #3

5S, as+#,6

Co- ,* )a*o( $,* o*+#,- 5)6 s, $,fi-, +- (,s,(o(io $, s,i7- +a$(a$a +8as $i#,-sio-,s so-:

TAPA

NIVEL DE AGUA

BL

h

H















b/ = R,*ai7- : 2.1 Pa(a *a (,*ai7- b/ s, (,s,-ta- *os o,fii,-t,s 56 a(a ,* a*+*o $, *os #o#,-tos ,- +-a (,*ai7- b/=2.10 Po( s,( *a #?s ,(a-a a* a*o( ?*+*a$o.

b) b)h

x)h

2.10

Y=. Mx

0 %/ % /2 3/ %

Y = b )/ M0

0.000 0.0%2 0.0%% 0.02% 0.%0<

0.02; 0.022 0.0% 0.00% 0.022

Mx

0.000 0.00; 0.00< 0.0%0 0.0;;

Y= M0

0.0%3 0.0%3 0.0%0 0.00% 0.0%1

Mx

0.000 0.0%3 0.0%% 0.001 0.000















Los #o#,-tos s, $,t,(#i-a- #,$ia-t, *a si9+i,-t, fo(#+*a: M = 1 x Ya x h3 Co-oi$os *os $atos s, a*+*a: Ga& 3 =

3'0.'< 9 9

MOMENTOS ,1&+m- DEBIDO AL EMPUE DEL AGUA

b) b)h

x)h

2.10

Y=. Mx

0 %/ % /2 3/ %

Y = b )/ M0

0.00 .<< 2.'< <2.01 2%.'1

%01.' <1.'1 1.;0 3.'% <1.'1

Mx

0.00 2;.31 3%.2 3'.0; 300.<

D,* +a$(o a-t,(io( s, obti,-, ,* ?&i#o o#,-to Abso*+to:  = ESPESOR DE LA PARED PARED ,!-: S, $,t,(#i-a #,$ia-t, *a si9+i,-t, fo(#+*a: , = 5 & / 5ft & b66M Do-$,: f = 2%0.00 9/#K ft = %2.32 9/#K b = %00.00 # R,,#*a>a-$o a*o(,s s, ti,-,: , = %.3 # #

Y= M0

10.;' 10.;' 3'.0; 3.'% 1<.0

Mx

0.00 10.;' 2.'< %'.13 0.00

2%.'1 9#

 R,sist,-ia $,* o-(,to

 0.<1 & 5f6M S! a'#m! ! =

5* ..















* ,s,so( tota* 5,6 o-si$,(a-$o +- (,+b(i#i,-to $, 3 #. s,(? i9+a* a: ! = Si,-$o #,-o( +, ,* ,s,so( #-i#o ,-o-t(a$o: = Pa(a ,* $is,4o s, o-si$,(a: $ = ,  (,+b.

;. # # 2*5 6m 2*5 '.1 '.1 #

LOSA DE 7ONDO: As+#i,-$o ,* ,s,so( $, *a *osa $, fo-$o ,- 0.%1#. 8 o-oi$a *a a*t+(a $, a9+a ,* a*o( $, P s,(?: P,so (oio $,* a9+a:  & Ga = %1;1.00 9/#K P,so $,* o-(,to: , & Go-. = 30.00 9/#K 4 = 35*.. 1&)m(















La *osa $, fo-$o s,(? a-a*i>a$a o#o +-a *aa f*,&ib*, 8 -o o#o +-a *aa (9i$a $,bi$o a +, ,* ,s,so( ,s ,+, ,- (,*ai7- a *a *o-9it+$ a$,#?s s, o-si$,(a(a ao8a$a ,- +- #,$io +8a (i9i$,> a+#,-ta o- ,* ,#ot(a#i,-to. Di *aa ,sta(? ,#ot(a$a ,- *os bo($,s. L =  .0 0 D,bi$o a *a ai7- $, *as a(9as ,(tia*,s at+a-t,s a(a +-a *+> i-t,(-a $,: -a- *os si9+i,-t,s #o#,-tos: MOMENTO DE EMPOTRAMIENTO EN LOS E8TREMOS:  =   & LK/%'2 = %%.21 9# MOMENTO EN EL CENTRO:  =  & LK/3< = <0.3 9# Pa(a *osas *a-as (,ta-9+*a(,s a(#a$as o- a(#a$+(as ,- $os $i(,io-,s s, (,o#i,-$a *os si9+i,-t,s fato(,s: Pa(a +- #o#,-to ,- ,* ,-t(o: 0.01%3 Pa(a +- #o#,-to $, ,#ot(a#i,-to: 0.12'0 MOMENTOS 7INALES: M ,!- = #ot(a#i,-to: M ,6- = C,-t(o:

0.12'0 &  0.01%3 & 

= =

<1.30 9# .% 9#

CHE9UEO DEL ESPESOR: * ,s,so( s, a*+*a #,$ia-t, ,* #@to$o ,*?stio si- a9(i,ta#i,-to o-si$,(a-$o ,* #?&i#o #o#,-to abso*+to $, *os #o#,-to fi-a*,s obt,-i$os:  = %3%.20 9# o- *a si9+i,-t, (,*ai7-: ! = ,M),;< x b--

















S, +sa(a a,(o $, $i?#,t(o: E'"a6?am?!@
A'H = M),;'$%-

E'"a6?am?!@
)2 J '! a'#m!:

%/2 =

*.. 6m ) 2 J

%.2; %.2; #K #K 5* .. 6m

,ACERO VERTICAL-

5*.22 6m( 5*. 6m( o#o: A'H  A'm?@ ! a!a %! a6!F !' ! a%!6#a%F = S, +sa(a a,(o $, $i?#,t(o: %/2 = %.2; %.2; #K #K )2 J '! a'#m!:

5*.2

25*.. 6m ) 2 J

2.* .. 6m

,ACERO TRANSVERSAL-















B*2*+ DISTRIBUCI>N DE LA ARMADURA EN LA LOSA DE CUBIERTA: CUBIERTA: Pa(a ,st, aso s, o-si$,(a ,* #o#,-to ,- ,* ,-t(o: $is = 2''.1 9 9# fs = %00.00 9/#K = '.00 f = ;'.00 9/#K FG = 200.00 9/#K f = 2%0.00 9/#K Q =%/%fs/5- & f6 0.3 0.<'  = %  Q/3

, = R,+b(i#i,-to ( =

%2.10 # 3.00 #

$ =,( =

'.10 #















C*2*+ CHE9UEO DE LA LOSA DE CUBIERT CUBIE RTA: A: E';#!QF 6Fa o(ta-t, tota* #?&i#a 5)6 s,(? =  & S/3 00.00 9 sf+,(>o o(ta-t, No#i-a* 56:  = )/5b & $6 = 0.3 9 * #?&i#o ,sf+,(>o o(ta-t, +-ita(io 5#a&6 ,s: )#a& = 0.2'&5f6M = .20 9/#K CFmF Vmax   ====== a' %?m!@'?F@!' %?m!@'?F@!' %! a F'a "F 6Fo ,(#isib*, o( a$,(,-ia 5+#a&6 ,s:

Pa(a  3/< = *

2.''





























)2 M0

0.0; 0.0 0.013 0.02; 0.000













































o a











































Diseño Reservorio Cuadrado 25 m3

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