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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA DATOS DE DISEÑO Capacidad Requerida Longitud Ancho Altura del Líquido Líquido (HL) Borde Libre (BL) Altura otal otal del Re!er"orio (H#) oluen de líquido otal .!pe!or de /uro (t0) .!pe!or de Lo!a echo (Hr) Alero de la lo!a de de techo ( e ) 1obrecarga en la tapa .!pe!or de la lo!a de 2ondo (H!) .!pe!or de la 3apata Alero de la Cientacion Cientacion (F) ipo de Cone4i5n Pared6Ba!e
5.00 m3 2.10 m 2.10 m 1.23 m 0.45 m $%&' *%+, 0.15 m 0.15 m 0.10 m 100 kg/m2 0.15 m 0.35 m 0.20 m Fl!"#l
Largo del clorador Ancho del del clorador .!pe!or de lo!a de clorador Altura de uro uro de clorador .!pe!or de uro de clorador Pe!o de Bidon de agua Pe!o de clorador Pe! e!o o de clo lora rad dor por , , de tec tech ho
1.05 m 0.$0 m 0.10 m 1.22 m 0.10 m %0.00 kg 787 9g $++% $+ +%' ', 9g 9g,
Pe!o Propio del !uelo (g): Pro2undidad de cientacion (H.): Angulo de de 2riccion interna interna (;): Pre!ion adi!ible de terreno (!t):
2.00 &'(/m3 0.00 m 30.00 ) 1.00 kg/*m2
Re!i!tencia del Concreto (2
2$0 kg/*m2 ,*,=&8$ 9gc, +=,>> 9gc,
,=+>> 9g$=>>> 9g7%'$ !, *=++-%,> 9g ,=+--%&> 9g 0.05 m 0.03 m 0.05 m 0.10 m
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA 0.45 U 1.50 1 1.05 2.+ ANÁLISIS SS-ICO ESTÁ ESTÁTICO ACD -*>%-6>& ,%$%6 Coe?ciente de a!a e2ecti"a (): =[0.0151(/_ )^2−0.1908(/_ )+1.021]≤1.0 .cua% 7%-+ (ACD -*
0.4 ,%,%6 /a!a equi"alente de la aceleraci5n del líquido: Pe!o equi"alente total del líquido alacenado (# L ) =[0.866(⁄_ = [0.866(⁄_ )]/0.866(⁄_ )
*=+,+ 9g
.cua% 7%$ (ACD -*>%-6>& -*>%-6>&))
_/_ =0.264(⁄_ =0.264(⁄_ ) [.16(_⁄)] [.16(_⁄)]
.cua% 7%, (ACD -*>%-6>& -*>%-6>&))
Pe!o del líquido (#L) Pe!o de la pared del re!er"orio (#0$) Pe!o de la lo!a de techo (#r) Pe!o .qui"alente de la Coponente Dpul!i"a (#i) Pe!o .qui"alente de la Coponente Con"ecti"a (#c) Pe!o e2ecti"o del dep5!ito (#e E #0 #r)
*=+,+ 9g *=++- 9g ,=+-+ 9g -=->& 9g ,=-,8 9g &=+&, 9g
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA ,%-%6 Propiedade! dinGica!: Frecuencia de de "i "ibraci5n natural co coponente D Dpul!i"a ( (i): /a!a del uro (0): /a!a ipul!i"a del líquido (i): /a!a total por unidad de ancho (): Rigide3 de la e!tructura (9): Altura !obre la ba!e del uro uro al C%@% del uro (h0): (h0): Altura al C%@% de la coponen coponente te ipul!i"a (hi): (hi): Altura al C%@% de la coponen coponente te ipul!i"a DBP DBP (h
&*$%7- ra rad! &, 9g%!,, '> 9g%!,, $+, 9g%!,, -+=$>+=,,> 9g,
>%'+ 0.4% m 0.$% m >%&- 0.5 m 0.% m -%8* rad! >%>$ !eg $%&' !eg
/_ *1._/_ =0.5−0.09,5(/_ )
_/_ =1−
!=!_"+!_ !_"=_" _" ('_⁄) _=(_/_ )(/2) _ ('_/)
/_ -1._/_ =0.,5
〖ℎ′〗 _/_
=1− =1
/_ *0.,5 *0.,5 7 _/_ =0.45
0.866(/ _ )] )−1/8 " !_"+_ !_ ))/((!_"+!_ /_ -0., -0.,5 ) ) 5 ^ 7 _/_ =0.866 =0.866(/_ (/_ )/(2 3 3[[0.866(
_"=0.5_" =(4_)/4 (_"/)^
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA Factor de apli?caci5n e!pectral coponente ipul!i"a Ci: Factor de apli?caci5n e!pectral coponente con"ecti"a Cc:
Altura del Centro Centro de @ra"edad del /uro de Re!er"orio Re!er"orio h0 Altura del Centro Centro de @ra"edad de la Lo!a de Cobertura Cobertura hr Altura del Centro Centro de @ra"edad Copon Coponente ente Dpul!i"a Dpul!i"a hi Altura del Centro Centro de @ra"edad Copon Coponente ente Dpul!i"a Dpul!i"a DBP h
,%&, $%--
>%'+ $%8& >%+& >%'& >%8* >%7&
,%+%6 Fue3a! laterale! dinGica!: D Ri Rc 1
$%*> 2.00 1.00 0.45 1.05 :_
P0
*=>*$% *=> *$%78 78 9g Fue uer3a r3a Dner Dnercia ciall Latera Laterall por Acel Acelera eraci5 ci5n n del del /uro /uro
Pr
,=,*'% ,=, *'%&7 &7 9g Fue uer3a r3a Dner Dnercia ciall Latera Laterall por por Aceler Aceleraci aci5n 5n de de la Lo!a Lo!a
Pi
-=>& -= >&'% '%*8 *8 9g Fue uer3 r3a a Lat Later eral al D Dpu pul! l!i" i"a a
:_@ :_
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA AIu!te a la pre!i5n hidr5!tatica hidr5!tatica debido debido a la aceleraci5n "ertical "ertical Pre!ion hidroe!tatica
Pre!ion por e2ecto de !i!o "ertical
qh(!uperior) >% >%> 9g,
Ph(!uperior) >% >%> 9g,
qh(2ondo) $= $=,->%> 9g,
Ph(2ondo) ,7 ,7>%& 9g,
,%&%6 Ji!tribuci5n Hori3ontal de Carga!:
D_C=;<>_E F/?_" .B_C Pre!i5n lateral por !i!o "ertical
:_"C=;< >_/?_" ('_ G_" )
Ji!tribuci5n de carga inercial por #0
:_C=:_/(2_^2 ) (4_−6_ )− _/(2_^ ) (6 (6_−1
Ji!tribuci5n de carga ipul!i"a
:_C=:_/(2_^2 :_C=:_/(2_^2 ) (4_−6_ )− _/(2_^ ) (6 ( 6_−
Ji!tribuci5n de carga con"ecti"a
,%8%6 Pre!i5n Hori3ontal de Carga!: a4 y a4 $%,- in y in >%>> D_C=;<>_E F/?_" .B_C Pre!i5n lateral por !i!o "ertical
D_"C=:_"C/G Pre!i5n de carga inercial por #0 Pre!i5n de carga ipul!i"a Pre!i5n de carga con"ecti"a
D_C=:_C/G D_C=:_C/G
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA ,%'%6 /oento Fle4ionante en la ba!e del uro (/uro en "oladi3o): /0 /r /i /c /b
+=,++ 9g% -=7&+ 9g% $=+$, 9g% $=&++ 9g% 7=8*7 9g%
H_"=:_" I_" H_@=:_@ I_@ H_=:_ I_ H_=:_ I_ /oento de Ke4i5n en la ba!e de toda la !H e_cFc=io$n((
,%7%6 /oento en la ba!e del uro: /0 +=,++ 9g% H_"=:_" I_" /r -=7&+ 9g% H_@=:_@ I_@ /+ 9g% H′7 _=: _=:_ _ I ′7 _ H_J=$(( 〖 ′〖 〗 _ /o $$=>-+ 9g 9g% /oento de de "o "olteo en en la la ba ba!e d de el re re!er"orio F*&' 6 Sg7"66 l V'l&' FS8 /o $$=>-+ 9g% /B $&=7-> 9g% /L $&=7-> 9g%
1 .5 0 1 .5 0
C7m9l C7m9l
F1 "
,%7%6 Cobinacione! ltia! para Ji!eMo SA,2000:== p .l /odelaiento !e e2ectu5 en el prograa de anGli!i! de e!tructura! SA,2000: cobinacione! de carga:
=$((D_C+D_"CC )^2+D_C^2+D_C =$((D_C+D_" )^2+D_C^2+D_C^2 ^2 ) U $%+J$%8L$%8F U $%,*J$%,*L$ $%,*J$%,*L$%,*F$%>. %,*F$%>. U >%7J$%>. Jonde: J (Carga /uerta)= L (Carga i"a)= F (.puIe de Líquido) y . (Carga por 1i!o)% : para : para el odelaient odelaiento o de la e!tructura e!tructura puede puede utili3ar!e utili3ar!e el !o2t0are !o2t0are que el ingenier ingenier
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA 3.+-'6lm"(&' ; <7l&6'< m6"(& m 6"(& ,'gm SA,2000 Re!ultante del Jiagraa de /oento! /,, N /a4% (.n"ol"ente) en la direccion O
Fuer3a! Laterale! actuante! por Pre!i5n del Agua%
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA 1 G4
,8 c
K_!I=0.5(281,/L_K ) "/0.041
c% eri?caci5n del Cortante ertical 1050.00 kg Fuer3a Cortante /G4ia (1AP) ,Re!i!tencia del concreto a cortante '%'8 9gc, .!2u .! 2uer er3o 3o co cort rtan ante te l lti ti o (> (>%' %'*b *bd) d) $% $%,+ ,+ 9g 9gc c, ,
A_=0.5$(L^ ) Cu Cu pl ple e
d%eri?caci5n por contracci5n y teperatura Long. de muro entre juntas (m) Long. de muro entre juntas (pies) Cuantía de acero de temperatura Cuantía mínima de temperatura Área de acero por temperatura
e%Acero de Re2uer3o '"B'(&l por por Fle4i5n: 250.00 kg.m /oento G4io ultio /$$ (1AP) A! >%&8 c,
U!ando
,
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA
Para el ca!o del Re!er"orio= !e con!iderara que la lo!a !e encuentra apoyada apoyada al uro en todo !u períetro= por lo cual !e con!idera una condici5n de CA1 $ Carga i"a Uni2oren Uni2orente te Repartida Carga /uerta Uni2orente Repartida Lu3 Libre del trao en la direcci5n corta Lu3 Libre del trao en la direcci5n larga Relaci5n L4Ly
$%>>
# L # J L4 Ly
100 kg/m2 555 kg/m2 ,%$> ,%$>
Factor Apli?caci5n
/oento por Carga /uerta Apli?cada
C4 >%>-& >%>-& Cy >%>-& >%>-&
/oento por Carga i"a Apli?cada
C4 >%>-& >%>-& Cy >%>-& >%>-&
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA a% CGlculo del acero de re2uer3o /oento G4io po!iti"o () Area de acero po!iti"o po!iti"o (in2erior)
150 kg.m >%-, c,
U!ando
,
Area de acero por por teperatura teperatura
4.50 *m2
U!ando
,
b%eri?caci5n del Cortante Fuer3a Cortante /G4ia Re!i!tencia del concreto a cortante .!2u .! 2uer er3o 3o co cort rtan ante te l lti ti o (> (>%' %'*b *bd) d)
4 kg '%'8 9gc, $%$8 $% $8 9g 9gc c, ,
A_=0.5$(L^ ) Cu Cu pl ple e
4.3 C@l*7l' 6 A*' 6 R7B' ( L'< L' < 6 F'(6' a% CGlculo de la Reacci5n Apli?cada Apli?cada del 1uelo La! Carga! que !e tra!itirGn al !uelo !on: Pe!o /uro de Re!er"orio Pe!o de Lo!a de echo Pi!o Pe!o del Clorador Pe!o del líquido 1obrecarga de echo
Capacidad Portante Teta del 1uelo Pre!i5n de la e!tructura !obre terreno
Carga /uerta (Pd) *=++- Sg *=,*& Sg 787 Sg 6666 6666 $$=&8'%$& 9g q!n q! 6 g! ht 6 gc eL 6 1C q (PdP )(LEB) (PdP )(LEB)
Carga i 6666 6666 6666 6666 &8& &8&%>
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ANÁLISIS Y DISENO DE RESERVORIO RESERVORIO RECTA RECTA /oento 6 por Carga otal Apli?cada
C4 >%>+* >%>+* Cy >%>+* >%>+*
/oento G4io po!iti"o () Area de acero po!iti"o po!iti"o (1uperior) (1uperior)
323 kg.m >%'& c,
U!ando
Cantidad: 1
/oento G4io negati"o (6) rea de acero negati"o negati"o (Dn2% (Dn2% 3apata)
%% kg.m $%', c,
U!ando
1
rea de acero por por teperatura teperatura
4.50 *m2
U!ando
1
c% eri?caci5n del Cortante Fuer3a Cortante /G4ia Re!i!tencia del concreto a cortante .!2u .! 2uer er3o 3o co cort rtan ante te l lti ti o (> (>%' %'*b *bd) d)
35 kg '%'8 9gc, $%&' $% &' 9g 9gc c, ,
RESU-EN Acero de Re2uer3o Re2uer3o en Pantalla ertica ertical% l% Acero de Re2uer3o Re2uer3o en Pantalla Hori3ontal Acero en Lo!a de de echo echo (in2erior) Acero en Lo!a de de echo echo (!uperior) (!uperior) Acero en Lo!a de de Pi!o (!uperior) Acero en Lo!a de de Pi!o (in2erior) Acero en 3apata 3apata (in2erior)
A_=0.5$(L^ ) Cu Cu pl ple e
3/$HH 3/$HH 3/$HH 3/$HH 3/$HH 3/$HH 1/2HH
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,l(&"ll R(*"l
GULAR
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,l(&"ll R(*"l
GULAR
%-6>&)
**- 9g%!,
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,l(&"ll R(*"l
GULAR
〖 [.16(_&)]−1 〗
/(.16(_&) 3[ 3[.16(
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,l(&"ll R(*"l
GULAR
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,l(&"ll R(*"l
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D_C=
,7>%& 9g,
:_"C=
*$7%,- 9g
2_ )C
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,l(&"ll R(*"l
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,l(&"ll R(*"l
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