Zmetrado Cargas COMPLEJO 2

8/17/2019 Zmetrado Cargas COMPLEJO 2

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MEMORIA DESCRIPTIVA DELPROYECTO ESTRUCTURAL


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MEMORIA DESCRIPTIVA DEL PROYECTO ESTRUCTURAL

PIP : "MEJORAMIENTO DE LOS SERVICIOS POLICIALES EN LAS DEPENDENCIAS DE LA P.N.P.,EN LOS DISTRITOS DE TAMBOPATA, INAMBIRI, LABERINTO E IBERIA PROVINCIA DETAMBOPATA Y TAHUAMANU-REGION MADRE DE DIOS"

ENTIDAD : GOBIERNO REGIONAL MADRE DE DIOS

UBICACIÓN: INTERDISTRITAL ___________________________________________________________________________ EVALUACION DE LA ESTRUCTURA ACTUAL

ANTECEDENTES:La co!#$cc%& '( )a! '(*('(c%a! *o)%c%a)(!+ ( (!( ca!o )a $( (!a $%ca'a ( () '%!#%o '( Tao*aa(/aca(( (#( () J#. A*$#%ac, J#. 01 '( J$)%o 2 J#. Aca!3, )a 4%a)%'a' '( (!( PIP, (! )a !(5$#%'a', )a (!a%)%'a' '( o'o! co*o((! '( )a ('%4%cac%& 2 () '%!4#$( '( !$! $!$a#%o!.

DE LA INSPECCIÓN:S( 3a 6(#%4%ca'o $( () (##(o (! $ #(c%o #(ca5$)a# co!o)%'a'a, !( %(( a)5$a! co!#$cc%o(!(/%!((! ( o'o !$ (o#o 'o'( !( #(a)%7a#8 () *#o2(co (c%oa'o.

DEL ANALISIS ESTRUCTURALS( 3a o(%'o )o! !%5$%((! c#%(#%o! (!#$c$#a)(!:

SUPER ESTRUCTURAS( 3a o(%'o $ %*o '( S%!(a A*o#%ca'o ( )o! )o$(! 9,0, 2 ;, 2 $ S%!(a E!#$c$#a) D$a) ()o! )o$(! co##(!*o'%((! a) a$'%o#%o 2 52a!%o ( aa! '%#(cc%o(!.D(%'o a )a #(5$)a#%'a' '() (##(o 2 '( )a ('%4%cac%


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CALCULOS DE PARAMETROS SISMICOS

DETERMINACION DEL !ACTOR "ONA #"$:

TAMBOPATA CORRESPONDE A LA ONA 9

ONA ACTOR DE ONA 5

9 @.9@

DETERMINACION DEL !ACTOR DE USO #U$:

CATEGORIA ACTOR U A EDIICACIONES 9.?@

DETERMINACION DEL !ACTOR DE SUELO #S$:

TIPO DESCRIPCION T* !(5 SS S$()o! B)a'o! 9.@@ 0 APROIMADA ALTA ESTUDIO SUELOS

DETERMINACION DEL !ACTOR DE AMPLI!ICACION SISMICA %C%:

DETERMINACION DEL PERIODO !UNDAMENTAL

C 0.? T*T + C 0.?T* 9.@@ SEG + C ;?T 3C .Q.;@.;;? @.0C 0.? 9.@@@.0 [email protected] & '()

DETERMINACION DEL COE!ICIENTE DE REDUCCION SISMICA %R%

SISTEMA ESTRUCTURAL Co(4. '( R('$cc%%( '( A)$#aDUAL Q -----

D(( co!%'(#a#!( CR () !%5$%(( 6a)o# %%o:

6(#%4%ca'o : 0,?1 @. @,9@ O

CAR*A SISMICA:E!*(c#o '( #(!*$!(a '( Ac()(#ac%o '(D%!(Fo !(5 o#a E - @ - 0@9 UCSR 5

ESPECTRO E - @@

.@@@

0.?@@

0.@@@

9.?@@

9.@@@

@.?@@

@.@@@@.@@ @.?@ 9.@@ 9.?@ 0.@@


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ESPECTRO DE DISE+O SISMICO #N(T( E , -.-$DIRECCION //

CALCULO DE LA ACELERACION ESPECTRAL DATOS

ACTOR DE USO DE LA ONA @.9@ACTOR DE USO DE IMPORTANCIA U 9.?@ACTOR DE SUELO S 0PERIODO DE VIBRACION DEL SUELO S(5 T* 9.@@COEICIENTE SISMICO C 0.?ACTOR DE REDUCCION R Q

ACELARACION DE LA GRAVEDAD 5 .19

PERIODO DE VIBRACION UNDAMENTAL DE LA ESTRUCTURA

ANALISIS DINAMICO

T C A5 Ag & "(U(S(C0Rd (g

@.9@ 0.?@ 9.@? C & '1)2#[email protected]? 0.?@ 9.@[email protected]@ 0.?@ 9.@? T & [email protected]? 0.?@ 9.@?@.@ 0.?@ 9.@? C ? Po#%co!@.? 0.?@ 9.@? C ;? Po#%co! 2 P)aca!@.;@ 0.?@ 9.@? C @ Po#%co! 2 Ma*o!(#%a@.;? 0.?@ 9.@?@.?@ 0.?@ 9.@? H A)$#a '( E'%4%cac%o@.?? 0.?@ 9.@?@.@ 0.?@ 9.@? DATOS@.? 0.?@ 9.@[email protected]@ 0.?@ 9.@? H 1.@@.Q? 0.?@ 9.@? C ;[email protected]@ 0.?@ 9.@[email protected]? 0.?@ 9.@? ANALISIS ESTATICO@.@ 0.?@ 9.@?@.? 0.?@ 9.@? T @.919.@@ 0.?@ 9.@? C 9.??9.@? 0.1 9.@@ A5 9.@?9.9@ 0.0Q @.9.9? 0.9Q @.99.0@ 0.@1 @.119.0? 0.@@ @.1;9.@ 9.0 @.199.? 9.1? @.Q19.;@ 9.Q @.Q?9.;? 9.Q0 @.Q09.?@ 9.Q @.Q@

9.?? 9.9 @.19.@ 9.? @.9.? 9.?0 @.;9.Q@ 9.;Q @.09.Q? 9.; @[email protected]@ 9. @.?19.1? 9.? @.?Q


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DEL METODO DE ANALISIS ESTRUCTURAL

a(#a $( a) #((*)a7a# )o! *$o! '( %4)(/%


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MEMORIA DE CALCULO


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MEMORIA DE CALCULO

;(-- RESULTADOS DEL ANALISIS ESTRUCTURAL:

Pa#a '((#%a# () '%!(Fo &*%o '( )a (!#$c$#a !( 3a #(a)%7a'o () A8)%!%! ('%a( o'()a'o ( !o4Xa#(ETABS 0@9? 5a#a%7a'o '( (!a a(#a )a '%!#%$c%o (/aca '( )a 4$(#7a !>!%ca. Y '( (!a a(#a

!( c$*)%#8 co )a! No#a! '( D%!(Fo !>!%co 2 '( Coc#(o A#a'o.

'(-- ESPECI!ICACIONES TECNICAS:

MATERIALES:ACERO:

ACERO ESTRUCTURAL CORRUGADO 42 ;0@@ 5cK ACERO LISO 42 ;0@@ 5cK

CONCRETO:CIMIENTOS CORRIDOS: 4c 9@@ 5cK @ P.G. " a/SOBRECIMIENTOS : 4c 9;@ 5cK 0? P.G. " a/SOBRECIMIENTOS REORADOS :

4c 9Q? 5cK 0? P.G. " a/SOLADO DE APATAS: Coc#(o: 9 : 90 C : H

COLUMNAS: 4c 01@ 5cKCOLUMNAS DE AMARRE: 4c 01@ 5cKVIGAS Y LOSAS: 4c 01@ 5cKAPATAS: 4c 01@ 5cK

ALBAZILERIA: 4 ;? 5cK

RECUBRIMIENTOS:APATAS: Q,?@ cVIGAS Y VIGAS DE CIMENTACION: ,@@ cCOLUMNAS Y MUROS DE CORTE: ,@@ cVIGAS CHATAS Y LOSAS: 0,?@ cCOLUMNAS DE AMARRE: 0,?@ c

SUELO:

CAPACIDAD PORTANTE:PROUNDIDAD DE DESPLANTE 9.@ .TIPO DE SUELO: ARCILLAS INORGANICAS DE ALTA PLASTICIDAD CH

ASENTAMIENTO MAIMO: 9"

ESTRUCTURA:SISTEMA ESTRUCTURAL DUAL

SISMICIDAD:ESPECTRO DE RESPUESTA DE ACELERACION DE ACUERDO AN.T.E - @@ - 0@9

PARAMETROS SISMICOS:ACTOR DE USO DE LA ONA @.9@ACTOR DE USO DE IMPORTANCIA U 9.?@ACTOR DE SUELO S 0.@@PERIODO DE VIBRACION DEL SUELO T* 9.@@ !(5COEICIENTE SISMICO C 0.?@ACTOR DE REDUCCION R' Q.@@

ACELARACION DE LA GRAVEDAD 5 .19

PERIODOS:T @.91 !(5

DESPLA"AMIENTOS DE ENTREPISO:DESPLAAMIENTO EN EJE - @,@@Q

DESPLAAMIENTO EN EJE Y-Y @,@@Q

σ @.1@ 5cK

.U.S.CR' .5


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DISE+O DE ELEMENTOS ESTRUCTURALES:


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PARAMETROS SISMO RESISTENTES NTE-.-

Categoría de las edificaciones: Factor de zona sísmica: Tipo de estructura:

Categoría U Zona Z Tipo Factor

1.5 A 1.50 0.10 1 0.10 Regular 1.00

1.3 B 1.30 0.3 2 0.25 Irregular 0.75

1.0 C 1.00 0.4 3 0.35

1.0 D 1.00 4 0.45

Parámetros de suelo:

Descripción Tipo Tp S

1.0 0.4 Roca o Suelos Muy Rígidos S1 0.40 1.0

1.6 0.6 Suelos I!er"edios S2 0.60 1.6

2.0 0.# Suelos Blados S3 0.#0 2.0

2.0 0.# Codicioes $%ce&cioales S4 0.#0 2.0

Coeficiente de reducción para sistemas estructurales:

Sistema estructural - Concreto rmado ! Regular R Regular

'or!icos ( 1 ( 1

Dual 7 1 7 1

Muros es!ruc!urales 6 1 6 1

Muro de duc!i)ilidad li"i!ada 4 1 4 1

Al)a*ileria ar"ada o co+iada 3 1 3 1

Coeficiente para determinar el periodo de un edificio:

Descripción CT

35 ',r!ico de cocre!o ar"ado 35

45 ',r!ico de cocre!o ar"ado ascesores y escaleras 45

60 $s!ruc!uras de "a"&os!ería y &,r!icos de cocre!o 60

Coeficiente de mplificaci"n S#smica:

C 0.? ^ T* T + C 0.?

Periodo Fundamental:

T 3 CT


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METRADO DE CAR*AS

;(, Par=5etros > Predi5esioa5ieto

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H 9@.?@ .

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Ta%$(#>a 9@@ 50

Coc#(o c 09@ 5c0 0;@@ 5

Ac(#o 2 ;0@@ 5c0 91@@ 5

'(, Metrado de Cargas 3ara la Losa Aligerada

Pri5er Piso > Seg8do Piso

Carga M8ertaLo!a A)%5(#a'a 09.@@ 0@.@ 9.@@ 9 ;1? 5a)!o P%!o 9@@.@@ 0@.@ 9.@@ 9 0@@ 5C%()o Ra!o 0@.@@ 0@.@ 9.@@ 9 ;@ 5

Ta%$(#%a 9@@.@@ 0@.@ 9.@@ 9 0@@ 511?9 5

Ca#5a $(#a *o# (#o )%(a) ;; 5) L 0@

Carga Vi?aSo#(Ca#5a 0?@.@@ 0@ 9.@@ ?@Q? 5

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Carga Ulti5a@8&;(2CM;(72CV

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'--

Ca#5a 6%6a *o# (#o )%(a) 90@ 5) L 0@

P(!o E!*(c4%co C` bP(!o E!*. A)aF%)(#a b


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@8& 9.; 0 9.Q 90@ @8& ?;.; 5)

.(, Metrado de Cargas 3ara las ?igas

PORTICOS PRINCIPALESPri5er Ni?el > Seg8do Ni?elEE A,ACarga M8ertaLo!a A)%5(#a'a 09.@@ 00.9Q 0.?@ 9 99Q0 5V%5a P#%c%*a) 0;@@.@@ 00.9Q @.90? 9 ?9 5a)!o P%!o 9@@.@@ 00.9Q 0.?@ 9 ??; 5C%()o Ra!o 0@.@@ 00.9Q 0.?@ 9 99@ 5Ta%$(#%a 9@@.@@ 00.9Q 0.?@ 9 ??; 5

@19 5Ca#5a $(#a *o# (#o )%(a) 90 5) L 9

Carga Vi?aSo#(Ca#5a 0?@.@@ 00 0.?@ 91? 5;.)

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EE B,B1 C,C1 D,DCarga M8ertaLo!a A)%5(#a'a 09.@@ 9.@@ ?.@@ 9 9Q01@ 5

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Carga Vi?aSo#(Ca#5a 0?@.@@ 9 ?.@@ 0@@@@ 5

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Carga Ulti5a

@8&;(2CM;(72CV

@8& 9.; 0;1@ 9.Q 90?@ @8& ??Q 5)

Tercer Ni?elEE ;,;1 ),)Carga M8ertaLo!a A)%5(#a'a 09.@@ 9.@@ 0.?@ 9 1;@ 5P(!o PP V%5a 0;@@.@@ 9.@@@ @.90? 9 ;1@@ 5C%()o Ra!o 0@.@@ 9.@@ 0.?@ 9 1@@ 5Ta%$(#%a 9@@.@@ 9.@@ 0.?@ 9 ;@@@ 5

910;@ 5Ca#5a $(#a *o# (#o )%(a) 99;@ 5) L 9


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Carga Vi?aSo#(Ca#5a 0?@.@@ 9.@@ 0.?@ 9@@@@ 5

;----Ca#5a 6%6a *o# (#o )%(a) 0? 5) L 9


@8& 9.; 99;@ 9.Q 0? @8& 0?1.? 5)

EE ','1 .,.1 ,Carga M8ertaLo!a A)%5(#a'a 09.@@ 9.@@ ?.@@ 9 9Q01@ 5P(!o PP V%5a 0;@@.@@ 9.@@@ @.90? 9 ;1@@ 5C%()o Ra!o 0@.@@ 9.@@ ?.@@ 9 9@@ 5Ta%$(#%a 9@@.@@ 9.@@ ?.@@ 9 1@@@ 5

91@ 5Ca#5a $(#a *o# (#o )%(a) 91@ 5) L 9

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@8& 9.; 91@ 9.Q 90?@ @8& ;1Q 5)

PORTICOS SECUNDARIOSPri5er Ni?el > Seg8do Ni?el

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'----

Ca#5a 6%6a *o# (#o )%(a) 9@@@ 5) L 0@


@8& 9.; 91; 9.Q 9@@@ @8& ;;QQ. 5)

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Ca#5a $(#a *o# (#o )%(a) Q01 5) L 0@

Carga Vi?aSo#(Ca#5a 0?@.@@ 0@ 1.@@ ;@@@@ 5

----Ca#5a 6%6a *o# (#o )%(a) 0@@@ 5) L 0@


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Carga Vi?aSo#(Ca#5a 0?@.@@ 0@.@@ ;.@@ 0@@@@ 5

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@8& 9.; 001 9.Q 0@@@ @8& Q;.0 5)


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METRADO DE CAR*AS

BLOCF %'%

;(ParG5etros > Predi5esioa5ieto

N(#o '( P%!o! ; P%!o! A)$#a '( P%!o! So#(ca#5a! U!o

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H 9.@ . SC @ 50

E)((o! E!#$c$#a)(! Ca#5a M$(#aCo)$a C9 @.@ / @.?@Co)$a C0 @.0? / @.0?V%5a VP @.@ / @.@ Lo!a A)%5(#a'a @@ 50V%5a VS @.@ / @.;@ a)!o P%!o 9@@ 50

V%5a VCH @.0? / @.0@ C%()o Ra!o 0@ 50Ta%$(#>a 9@@ 50

Coc#(o c 01@ 5c0 0;@@ 5c0

Ac(#o 2 ;0@@ 5c0 91@@ 5c0

'(Metrado de Cargas

Pri5er Piso

Carga M8ertaLo!a A)%5(#a'a 0@. @@.@@ 9 91 5 Acaa'o! 0@. 90@.@@ 9 0QQ 5Co)$a C9 @.9? .Q@ 0;@@ 0 ;0 5Co)$a C0 @.@ .Q@ 0;@@ ? 0QQ? 5V%5a VP @.91 ?;.9@ 0;@@ 9 0Q9 5V%5a VS @.90 ?. 0;@@ 9 91 5V%5a VCH @.@? .? 0;@@ 9 1; 5 A)aF%)(#a @.9? .@0 .9@ 91@@ 9 0@ 5

@.9? ?.0 .@ 91@@ 9 ?@9?; 5 @.9? 9@.?@ 9.?@ 91@@ 9 ;0? 5 H Total & ')-

Carga Vi?aSo#(Ca#5a 0@. 0?@ @.Q1 ;;Q 5 H Total & 7.

Carga Total@total ;J Piso &@total ;J Piso & 0;?;@ ;;Q .-);. Kg

P(!o E!*(c4%co C` bP(!o E!*. A)aF%)(#a b

' L


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Seg8do PisoCarga M8ertaLo!a A)%5(#a'a 09?.@ @@.@@ 9 ;?@ 5 Acaa'o! 09?.@ 90@.@@ 9 0?1@; 5Co)$a C9 @.9? .;@ 0;@@ 0 910; 5Co)$a C0 @.@ .;@ 0;@@ ? 0??@ 5V%5a VP @.91 ?;.9@ 0;@@ 9 0Q9 5V%5a VS @.90 ?. 0;@@ 9 91 5V%5a VCH @.@? .? 0;@@ 9 1; 5 A)aF%)(#a @.@@ .?? 0;@@ 9 @ 5 A)aF%)(#a @.9? .@0 0.1@ 91@@ 9 0; 5

@.9? ?.0 .@@ 91@@ 9 ;??? 5 @.9? 9@.?@ 9.?@ 91@@ 9 ;0? 5 H Total & '7'.)

Carga Vi?aSo#(Ca#5a 0@. 9?@ @.00 Q99 5 H Total & 7;;

Carga Total@total 'J Piso &@total 'J Piso & 0;Q0? Q99 ') Kg

Tercer Piso

Carga M8ertaLo!a A)%5(#a'a 00.9 @@.@@ 9 Q9Q 5 Acaa'o! 00.9 90@.@@ 9 01 5Co)$a C9 @.9? .;@ 0;@@ 0 910; 5Co)$a C0 @.@ .;@ 0;@@ ; 0@;@ 5V%5a VP @.91 ?;.9@ 0;@@ 9 0Q9 5V%5a VS @.90 Q. 0;@@ 9 9?Q0 5V%5a VCH @.@? ?.0@ 91@@ 9 @ 5 A)aF%)(#a @.9? Q.?@ 0.1@ 91@@ 9 01?@ 5

@.9? ?.1@ .@@ 91@@ 9 ;?Q1 5 H Total & ''77 @.9? 9@.?@ 9.?@ 91@@ 9 ;0? 5

Carga Vi?aSo#(Ca#5a 00.9 @ @.@@ @ 5 H Total & -

Carga Total@total .J Piso &@total .J Piso & 0;0QQ1 @ ''77 Kg

C8arto Piso

Carga M8ertaLo!a A)%5(#a'a [email protected] @@.@@ 9 09 5 Acaa'o! [email protected] 90@.@@ 9 0;;; 5Co)$a C9 @.9? .;@ 0;@@ 0 910; 5Co)$a C0 @.@ .;@ 0;@@ 9 ?9@ 5V%5a VP @.91 ?;.9@ 0;@@ 9 0Q9 5V%5a VS @.90 0.; 0;@@ 9 9Q11 5 A)aF%)(#a @.9? ?.;@ 0.1@ 91@@ 9 0Q0 5

@.9? ?9.@ .@@ 91@@ 9 ;9Q 5

' L

' L


16/175

@.9? 9;.@ 9.?@ 91@@ 9 ?9 5 H Total & '.)7-

Carga Vi?aSo#(Ca#5a @.@@ @ @.@@ @ 5 H Total & -

Carga Total@total J Piso &@total J Piso & 0?;Q@ @ '.)7- Kg

@total J Piso & 0?;Q@ 5@total .J Piso & 0;0QQ1 5@total 'J Piso & 0?;1; 5@total ;J Piso & @?9 5

@total de la Edi9icaci & ;-'-7 Kg

' L


17/175

Q100

Fg

Fg


18/175

Fg

Fg

Fg

Fg


19/175

Fg

Fg


20/175

CALCULO DE !UER"A SISMICA

PESO TOTAL : A)$#a!

;` P%!o 0?;Q@.;1 3; .;@` P%!o 0;0QQQ.11 3 .;@0` P%!o 0?;1;?.? 30 .;@9` P%!o @?90.Q 39 .Q@

P & ;-'(; TN

B$ CALCULO DE !UER"AS SISMICAS

^ CALCULO DE UERA CORTANTE BASAL :SE DETERMINA POR LA SIGUIENTE ORMULA :

V & " U S C0R P

^ CALCULO DEL COE!ICIENTE C0R :

T & t0Ct

Hoa) 9@.?@ C ?T & @.@ S(5

C & '() #T30T$ C '()T* @.@ S(5C ?C & '()-

R6 & R> &

C0R & -(.;')

^ CALCULO DE V :

V dUdSdCRdP" & -(-U & ;(.-S & ;('-

V/ @.;@ / 9.@ / 9.0@ / @.90? / 9@;0.9

V6 & '-.(.; TN

^ DISTRIBUCION DE !UER"AS SISMICAS :

SI T @.Q@ + a @.@Q T^V @.9? ^ V

LAS UERAS SISMICAS SE CALCULAN POR :

PISO Pi i Pi i !i9 @.?9 .Q@ 99;?.0@ 0.?0 0?;.1? Q.9@ 91@.;@ ;9.9 0;0.Q1 9@.?@ 0?;.9Q ?.@?; 0?.;Q 9.@ 0Q.@; Q?.10

1QQ.19 [email protected]

V2 @.;@ / 9.@ / 9.0@ / @.90? / 9@;0.9

V> & '-.(.; TN

!i & Pi i 0 #Pi i$ #V,!a$


21/175

^ DISTRIBUCION DE !UER"AS SISMICAS :

SI T @.Q@ + a @.@Q T^V @.9? ^ V

LAS UERAS SISMICAS SE CALCULAN POR :

PISO Pi i Pi i !i9 @.?9 .Q@ 99;?.0@ 0.?0 0?;.1? Q.9@ 91@.;@ ;9.9 0;0.Q1 9@.?@ 0?;.9Q ?.@?; 0?.;Q 9.@ 0Q.@; Q?.10

1QQ.19 [email protected]

^ CALCULO DE RI*IDECES:

COL N` / 3/ // 2 32 22H?@ H01@ H?@ H01@

C-9 9@ @ @ .Q QQ.; @ @ .Q QQ.;C-A 91 0@ 9? ?.? 99.0 9? 0@ 9@.?1 0@.

; 9? 0@ 0.? ;.? 0@ 9? 9.0 0.?1

7( .(7- );() ;--(7.

^ RI*IDE" EN DIRECCION /,/ RI*IDE" EN DIRECCION Y,Y

Q?.10 T 0?.;Q T Q?.10 T 0?.;Q T

.Q@ T-c 9@@.Q T-c

?.@? T 0;0.Q1 T ?.@? T 0;0.Q1 T

.Q@ T-c 9@@.Q T-c

;9.9 T 0?;.1? T ;9.9 T 0?;.1? T

.Q@ T-c 9@@.Q T-c

0.? T @.?9 T 0.? T @.?9 T

;Q.1 T-c ?9.?1 T-c

!i & Pi i 0 #Pi i$ #V,!a$

&


22/175

- DIRECCION /,/

e PISOf A!o)$o c H% c D% fH%

; @.Q@0@@ @.0? 9.QQ ;@ @.@@?0@?110; O @.0@@ @.;@Q 0.;; ;@ @.@@Q RECALCULA0 @.;9@@ @.09 9.9 ;@ @.@@; O9 @.9;@@ @.9; 9.9 Q@ @.@@ O

;(.; c5

f R()a%6o!c

f Q?Rc

/. ( a 6o

NTE@

66 &


23/175

- DIRECCION Y,Y

e PISOf A!o)$o c H% c D% fH%

; @.Q@0@@ @. 0. ;@ @.@@Q@ O @.0@@ @.@ 9.10 ;@ @.@@? O0 @.?Q;@@ @.0 9.; ;@ @.@@ O

9 @.0?9@@ @.0?9 9.?9 Q@ @.@@; O

'(. c5

f R()a%6o!c

f Q?Rc

.

>> &


24/175

ANALISIS DINAMICO MODAL ESPECTRAL

ACELERACION ESPECTRAL DESPLA"AMIENTOS ABSOLUTOS

Q A & ;() c5

E) ag)%!%! !!%co '%g%co (*)(a'o ( (!( #aa=o (!g a!a'o ( () Wo'o E!*(c#a), ( 'o'( !( 3a co!%'(#a'o aa!a! coc(#a'a! ( )o! $'o! '( )a (!#$c$#a, 5#a'o! '( )%(#a' '( o!c%)ac%& *o# %6(). E) ag)%!%! !!%co !(()ao#a'o ('%a( () *#o5#aa '( co*$a'o#a ETABS:

Q & 7)R#c5$

Q & 7)R#c5$


25/175

PERIODOS Y MODOS DE VIBRACION

A#(a A ;.@@ 0c5 .? Yc5 .?

Mo(o! '( I(#c%a C(#a)(!I// c5 990.1Q ;I22 c5 0;@.1 ;

Modos de Traslaci Modos de Rotaci

Mt' & 0?;1; 0?Q1 5 MR' & 0?Q1 99 0;9 99Q 5.19 ;.@@

99Mt; & @?9 9??9 5 MR; & 9??9 0;9 9;0@ 5.19 ;.@@

Modos de Vi


26/175


27/175

VISTA TRIDIMENSIONAL


28/175

DISE+O DE "APATAS

TIPO ",;;(, Predi5esioa5ieto

@.@ 5c0 A ?.@ / .@@ 9.1@ 0Co)$a! @.;@ / @.;?

V-P ?.@@ 9@ @.?@ @.@ / @.@V-S .@@ 9@ @.@ @.0? / @.@Lo!a A)%5(#a'a @@ 50 SC ?@ 50 B%)%o(ca

SC 9?@ 50 A7o(aa)!o P%!o 9@@ 50C%()o Ra!o 0@ 50Ta%$(#>a 9@@ 50

N` P%!o! 0Lo5%$' 3 .@ .@@ @.@@ @.@@ @.@@ @.@@

'(, Metrado de Cargasa(, Carga M8erta

Lo!a A)%5(#a'a 9.1@ ;0@ 0 9;990 5Ta%$(#>a 9.1@ 9@@ 0 @ 5V-P @.91 ?.@@ 0;@@ 0 ;0@ 5V-S @.9? .@@ 0;@@ 0 09@ 5Co)$a! @.91 .@ 0;@@ 0Q00 5

'7 Fg


29/175

9@ - 9


30/175

TIPO ",';(, Predi5esioa5ieto

@.@ 5c0 A .1? / .@@ 99.?? 0Co)$a! @.;@ / @.;?V-P ?.@@ 9@ @.?@ @.@ / @.@V-S .@@ 9@ @.@ @.0? / @.@

Lo!a A)%5(#a'a @@ 50 SC ?@ 50 B%)%o(caSC 9?@ 50 A7o(a

a)!o P%!o 9@@ 50C%()o Ra!o 0@ 50Ta%$(#>a 9@@ 50

N` P%!o! 0Lo5%$' 3 .@ .@@ @.@@ @.@@ @.@@ @.@@


Lo!a A)%5(#a'a 99.?? ;0@ 0 Q@0 5Ta%$(#>a 99.?? 9@@ 0 09@ 5V-P @.91 ?.@@ 0;@@ 0 ;0@ 5V-S @.9? .@@ 0;@@ 0 09@ 5Co)$a! @.91 .@ 0;@@ 0Q00 5

';'; Fg


31/175

TIPO ",.;(, Predi5esioa5ieto

@.@ 5c0 A 0.1@ / .@@ 1.;@ 0Co)$a! @.;@ / @.;?V-P ?.@@ 9@ @.?@ @.@ / @.@V-S .@@ 9@ @.@ @.0? / @.@

Lo!a A)%5(#a'a @@ 50 SC ?@ 50 B%)%o(caSC 9?@ 50 A7o(a

a)!o P%!o 9@@ 50C%()o Ra!o 0@ 50Ta%$(#>a 9@@ 50

N` P%!o! 0Lo5%$' 3 .@ .@@ @.@@ @.@@ @.@@ @.@@


Lo!a A)%5(#a'a 1.;@ ;0@ 0 Q@? 5Ta%$(#>a 1.;@ 9@@ 0 91@ 5V-P @.91 ?.@@ 0;@@ 0 ;0@ 5V-S @.9? .@@ 0;@@ 0 09@ 5Co)$a! @.91 .@ 0;@@ 0Q00 5

;7. Fg


32/175

DISE+O DE LOSA ALI*ERADA

BLOCF %A% Y %C%

Ac3o L%#( '( Lo!a ?.@@

0@

METRADO DE CAR*AS 9Q

Carga M8erta @.9@ @.@ @.9@

@@.@@ 50

P(!o '( Acaa'o! 9@@.@@ 50P(!o '( Ta%$(#>a 9@@.@@ 50

)--(-- Kg05'

Carga Vi?a

SC B%)%o(ca 0?@.@@ 50')-(-- Kg05'

AMPLI!ICACION DE CAR*AS

9.; ?@@.@@ 9.Q 0?@.@@ 990?.@@ 50

@8 & 990?.@@ ;?@.@@ 5)0.? V%5$(a!0

ANALISIS ESTRUCTURAL

0

;?@.@@ ?.@@ 990? 5-;- 9@

& -(;

990? 9.0 c.@.@ 09@.@@ @.9@ @.9@

e & d r & 00 c

E!ECTO DE !UER"A CORTANTE

;?@.@@ ?.@@ 90.Q? 5

' 0

90.Q? Q.9 5c09@.@@ 9Q.@@

Veri9icado7(; Kg0c5' W ()' Kg0c5' NO C853le

RealiXado la Correcci

E!*(!o# ( 0@R(c$#%. #

' ( - # 9QBa!( 9

P(!o '( Lo!a A)%5(#a'a (@.0@ .

@D &

@L &

@8 & ;( @D ;(7 @L &

M8 & @8(L'

V8 & ;(;) @8(L & 9.9?

8 & V80


33/175

a '? .;@


34/175

90.Q? ?. 509.;? 9Q.@@

Veri9icado)( Kg0c5' W ()' Kg0c5' OF

DISE+O !INAL

?

0@9?

@.9 @.@ @.9

CALCULO DE ACERO ESTRUCTURAL

Mo5etos Positi?os

;?@.@@ ?.@@ 1@.?Q 5-; 9;

Iterado Qs & M80-()(9Z>(#d,a0'$ a & Qs(9Z>0-()(9Zc(<

Qs & 1@.?Q 9@@.@@ 9.;Q c0 a 9.;Q ;0@@.@@ [email protected]? / ;,0@@ 9Q - .;@ @.1? 09@ 9

Qs & 1@.?Q 9@@.@@ 9.; c0 a 9.; ;0@@.@@ [email protected]? / ;,0@@ 9Q - 0.?Q @.1? 09@ 9

Qs & 1@.?Q 9@@.@@ 9.; c0 a 9.; ;0@@.@@ 0.?@@.1? / ;,0@@ 9Q - 0.?9 @.1? 09@ 9

Qs & ;(. c5' & ; [ ;0'%

;?@.@@ ?.@@ [email protected] 5-; 9


Qs & [email protected] 9@@.@@ 9.0 c0 a 9.0 ;0@@.@@ 0.0?

@.1? / ;,0@@ 9Q - .;@ @.1? 09@ 9

Qs & [email protected] 9@@.@@ 9.0; c0 a 9.0; ;0@@.@@ [email protected]? / ;,0@@ 9Q - 0.0? @.1? 09@ 9

Qs & [email protected] 9@@.@@ 9.0; c0 a 9.0; ;0@@.@@ [email protected]? / ;,0@@ 9Q - 0.9Q @.1? 09@ 9

Qs & ;(' c5' & ; [ ;0'%

8 & V80


35/175

Mo5etos Negati?os

;?@.@@ ?.@@ [email protected] 5-;; 99


Qs & [email protected] 9@@.@@ 9.1Q c0 a 9.1Q ;0@@.@@ [email protected]? / ;,0@@ 9Q - .;@ @.1? 09@ 9

Qs & [email protected] 9@@.@@ 9.1 c0 a 9.1 ;0@@.@@ [email protected]? / ;,0@@ 9Q - .01 @.1? 09@ 9

Qs & [email protected] 9@@.@@ 9.1 c0 a 9.1 ;0@@.@@ [email protected]? / ;,0@@ 9Q - .0 @.1? 09@ 9

Qs & ;( c5' & ; [ )0%

;?@.@@ ?.@@ 990?.@@ 5-;- 9@


Qs & 990?.@@ 9@@.@@ 0.@ c0 a 0.@ ;0@@.@@ .@@.1? / ;,0@@ 9Q - .;@ @.1? 09@ 9

Qs & 990?.@@ 9@@.@@ 0.@Q c0 a 0.@Q ;0@@.@@ [email protected]? / ;,0@@ 9Q - .@ @.1? 09@ 9

Qs & 990?.@@ 9@@.@@ 0.@1 c0 a 0.@1 ;0@@.@@ .

@.1? / ;,0@@ 9Q - . @.1? 09@ 9

Qs & '(- c5' & ; [ )0% ; [ ;0'%

SISTEMA ESTRUCTURAL

; [ ;0'% ; [ )0% ; [ )0% ; [ ;0'% ; [ ;0'%

; [ ;0'% ; [ ;0'% ; [ ;0'% ; [ ;0'%

?.@@ ?.@@ ;.@@ ;.?@

MA

#,$ & @8(L' &

MB

#,$ & @8(L' &

¿2

¿2

¿2

¿2

¿2

¿2


36/175


37/175

DISE+O DE COLUMNAS

TIPO C,;

;(, Predi5esioa5ieto

A . / ;.@@ 9?. 0Carga M8erta Carga Vi?a

( '( Lo!a 0@ c SC 0?@ 50 O4%c%aLo!a A)%5(#a'a @@ 50 SC 9?@ 50 A7o(aa)!o P%!o 9@@ 50 SC ;@@ 50 Co##('o# C%()o Ra!o 0@ 50 SC ;@@ 50 E!ca)(#aTa%$(#>a 9@@ 50P(!o '( V%5a! 9;@ 50P(!o Co)$a ? 50

N` P%!o! ;

'(, Metrado de Cargas

a(, Carga M8erta 0@@.@@ 50


38/175

TIPO C,'


A 9.90 / .90 .; 0Carga M8erta Carga Vi?a( '( Lo!a 0@ c SC ?@ 50 A$)aLo!a A)%5(#a'a @@ 50 SC 9?@ 50 A7o(a

a)!o P%!o 9@@ 50C%()o Ra!o 0@ 50Ta%$(#>a 9@@ 50P(!o '( V%5a! 9;@ 50 VP 2 VSP(!o Co)$a @ 50

N` P%!o! ;


a(, Carga M8erta Q?@.@@ 50


39/175

DISE+O DE COLUMNAS

TIPO C,;


A . / ;.@@ 9?. 0Carga M8erta Carga Vi?a

( '( Lo!a 0@ c SC 0?@ 50 O4%c%aLo!a A)%5(#a'a @@ 50 SC 9?@ 50 A7o(aa)!o P%!o 9@@ 50 SC ;@@ 50 Co##('o# C%()o Ra!o 0@ 50 SC ;@@ 50 E!ca)(#aTa%$(#>a 9@@ 50P(!o '( V%5a! 9;@ 50P(!o Co)$a ? 50

N` P%!o! ;


a(, Carga M8erta Q0?.@@ 50


40/175

METRADO DE COLUMNAS

TIPO C,;

Ni?el ; > '

Area Logit8d Total

Carga M8ertaP. P. '( )a )o!a ?.@@ 1.@@ @.0@ 0;@@ 90@@P. P. '( )a 6%5a P#%c%*a) @.? @.Q@ Q.;@ 0;@@ ;?9.0P. P. '( )a 6%5a !(c$'a#%a @.? @.;? ;.?? 0;@@ 9Q9.P. P. '( )a co)$a @.;? @.@ .?@ 0;@@ 001a)!o P%!o ?.@@ 1.@@ 9.@@ 9@@ ;@@@C%()o Ra!o ?.@@ 1.@@ 9.@@ 0@ 1@@Ta%$(#%a ?.@@ 1.@@ 9.@@ 9@@ ;@@@

TOTAL CAR*A MUERTA ...(;Carga Vi?aSC ?.@@ 1.@@ 9.@@ 0?@ 9@@@@

TOTAL CAR*A VIVA ;----

Ni?el .

Area Logit8d Total

Carga M8ertaP. P. '( )a )o!a ?.@@ 1.@@ @.0@ 0;@@ 90@@P. P. '( )a 6%5a P#%c%*a) @.? @.Q@ Q.;@ 0;@@ ;?9.0P. P. '( )a 6%5a !(c$'a#%a @.? @.;? ;.?? 0;@@ 9Q9.P. P. '( )a co)$a @.;? @.@ .?@ 0;@@ 001C%()o Ra!o ?.@@ 1.@@ 9.@@ 0@ 1@@

TOTAL CAR*A MUERTA '..(;Carga Vi?aSC ?.@@ 1.@@ 9.@@ 9@@ ;@@@

TOTAL CAR*A VIVA ---

RESUMEN DE CAR*AS C,;CM CV TOTAL ACUMULADO

N- 01.9 ;@@@ 0.9 0.9N-0 .9 9@@@@ ;.9 Q1Q1.0N-9 .9 9@@@@ ;.9 [email protected] 9@9@9Q 0;@@@ 90?@9Q.

TIPO C,'

Ni?el ; > 'Area Logit8d Total

Carga M8ertaP. P. '( )a )o!a 0.?@ 1.@@ @.0@ 0;@@ @@P. P. '( )a 6%5a P#%c%*a) @.? @.Q@ Q.;@ 0;@@ ;?9.0P. P. '( )a 6%5a !(c$'a#%a @.? @.;? 0.01 0;@@ 19.1;P. P. '( )a co)$a @.;? @.@ .?@ 0;@@ 001a)!o P%!o 0.?@ 1.@@ 9.@@ 9@@ 0@@@C%()o Ra!o 0.?@ 1.@@ 9.@@ 0@ ;@@Ta%$(#%a 0.?@ 1.@@ 9.@@ 9@@ 0@@@

TOTAL CAR*A MUERTA ';;(-Carga Vi?a

SC 0.?@ 1.@@ 9.@@ 0?@ ?@@@TOTAL CAR*A VIVA )---

PesoUitario

PesoUitario

PesoUitario


41/175

Ni?el .

Area Logit8d Total

Carga M8ertaP. P. '( )a )o!a 0.?@ 1.@@ @.0@ 0;@@ @@P. P. '( )a 6%5a P#%c%*a) @.? @.Q@ Q.;@ 0;@@ ;?9.0P. P. '( )a 6%5a !(c$'a#%a @.? @.;? 0.01 0;@@ 19.1;

P. P. '( )a co)$a @.;? @.@ .?@ 0;@@ 001C%()o Ra!o 0.?@ 1.@@ 9.@@ 0@ ;@@

TOTAL CAR*A MUERTA ;7;(-Carga Vi?aSC 0.?@ 1.@@ 9.@@ 9@@ 0@@@

TOTAL CAR*A VIVA '---

RESUMEN DE CAR*AS C,'CM CV TOTAL ACUMULADO

N- 9Q;19 0@@@ 9;19.@; 9;19.@;N-0 09;19 ?@@@ 0;19.@; ;?0.@1N-9 09;19 ?@@@ 0;19.@; Q0;;.90TOTAL @;; 90@@@ Q0;;.90

TIPO C,.

Ni?el ; > '

Area Logit8d Total

Carga M8ertaP. P. '( )a )o!a ?.@@ ;.@@ @.0@ 0;@@ @@P. P. '( )a 6%5a P#%c%*a) @.? @.Q@ .Q@ 0;@@ 09Q?.P. P. '( )a 6%5a !(c$'a#%a @.? @.;? ;.?? 0;@@ 9Q9.P. P. '( )a co)$a @.;? @.@ .?@ 0;@@ 001a)!o P%!o ?.@@ ;.@@ 9.@@ 9@@ 0@@@C%()o Ra!o ?.@@ ;.@@ 9.@@ 0@ ;@@Ta%$(#%a ?.@@ ;.@@ 9.@@ 9@@ 0@@@

TOTAL CAR*A MUERTA '-;.()Carga Vi?aSC ?.@@ ;.@@ 9.@@ 0?@ ?@@@

TOTAL CAR*A VIVA )---

Ni?el .

Area Logit8d Total

Carga M8ertaP. P. '( )a )o!a ?.@@ ;.@@ @.0@ 0;@@ @@P. P. '( )a 6%5a P#%c%*a) @.? @.Q@ .Q@ 0;@@ 09Q?.

P. P. '( )a 6%5a !(c$'a#%a @.? @.;? ;.?? 0;@@ 9Q9.P. P. '( )a co)$a @.;? @.@ .?@ 0;@@ 001C%()o Ra!o ?.@@ ;.@@ 9.@@ 0@ ;@@

TOTAL CAR*A MUERTA ;;.()Carga Vi?aSC ?.@@ ;.@@ 9.@@ 9@@ 0@@@

TOTAL CAR*A VIVA '---

RESUMEN DE CAR*AS C,.CM CV TOTAL ACUMULADO

N- 99.? 0@@@ 919.? 919.?N-0 0@9.? ?@@@ 0?9.? ;0QN-9 0@9.? ?@@@ 0?9.? 1;@.?

TOTAL ?;@.? 90@@@ 1;@.?

PesoUitario

PesoUitario

PesoUitario


42/175

TIPO C,

Ni?el ; > '

Area Logit8d Total

Carga M8ertaP. P. '( )a )o!a 0.?@ ;.@@ @.0@ 0;@@ ;1@@P. P. '( )a 6%5a P#%c%*a) @.? @.Q@ .Q@ 0;@@ 09Q?.

P. P. '( )a 6%5a !(c$'a#%a @.? @.;? 0.01 0;@@ 1?.?P. P. '( )a co)$a @.;? @.@ .?@ 0;@@ 001a)!o P%!o 0.?@ ;.@@ 9.@@ 9@@ 9@@@C%()o Ra!o 0.?@ ;.@@ 9.@@ 0@ 0@@Ta%$(#%a 0.?@ ;.@@ 9.@@ 9@@ 9@@@

TOTAL CAR*A MUERTA ;'.-.())Carga Vi?aSC 0.?@ ;.@@ 9.@@ 0?@ 0?@@

TOTAL CAR*A VIVA ')--

Ni?el .

Area Logit8d Total

Carga M8ertaP. P. '( )a )o!a 0.?@ ;.@@ @.0@ 0;@@ ;1@@P. P. '( )a 6%5a P#%c%*a) @.? @.Q@ .Q@ 0;@@ 09Q?.P. P. '( )a 6%5a !(c$'a#%a @.? @.;? 0.01 0;@@ 1?.?P. P. '( )a co)$a @.;? @.@ .?@ 0;@@ 001C%()o Ra!o 0.?@ ;.@@ 9.@@ 0@ 0@@

TOTAL CAR*A MUERTA ;-.-.())Carga Vi?aSC 0.?@ ;.@@ 9.@@ 9@@ 9@@@

TOTAL CAR*A VIVA ;---

RESUMEN DE CAR*AS C,CM CV TOTAL ACUMULADO

N- 9@@; 9@@@ 99@.?? 99@.??N-0 90@; 0?@@ 9;1@.?? [email protected] 90@; 0?@@ 9;1@.?? ;@9@.?TOTAL ;99 @@@ ;@9@.?

PesoUitario

PesoUitario


43/175

DISEÑO DE ELEMENTOS ESTRUCTURALES:

VIGA PRINCIPAL (Eje 1-1):

Ancho de Sección b = 0.30 m. Resist. Concreto F'c= 280.00 kg/cm2

Altur de Sección h = 0.!0 m. Resist. del Acero F'"= #200.00 kg/cm2

$erlte %&ectio d = 0.(# m. Fctor Reducción ) = 0.*0

+ongitud +u, +ibre + = #.#0 m. - = 0.8( &'c 280 kg/cm2

Ancho ributrio ig= 2.(0 m. $eso %s1ecco C4 = 2#00.00 kg/m2$ .+os Aligerd .20m= 300 kg/m2. Sobre Crg S/C = 2(0 kg/m2 5cin

$. bi6uer Re1rtid= 700 kg/m2. 7(0 kg/m2 A,ote

$. Acbdos = 720 kg/m2. #00 kg/m2 Corredor " escler

1. Metrado de Cara!

a) Cara M"erta

V#a Pr#$%#&a' Aotea$eso $ro1io ig = #32.00 kg/m2 $eso $ro1io ig = #32.00 kg/m2

$ .+os Aligerd .20m= 0(.00 kg/m2 $ .+os Aligerd .20m 0(.00 kg/m2

$. bi6uer Re1rtid= 23(.00 kg/m2 $. Cobertur 23(.00 kg/m2

$. Acbdos = 282.00 kg/m29: = 7!(#.00 kg/m2 9: = 732.00 kg/m2

) Cara V#*a

V#a Pr#$%#&a' AoteaS/C i 9+ = (8.(0 kg/m2 S/C i 9+ = 3(2.(0 kg/m2

%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (83#.#0 kg/m2

. D#!e/o de V#a

Se%% C-ED#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)


44/175

D#ara+a de 0"era Corta$te 0#$a' (E$*o'*e$te)

Mo+e$to! U't#+o! Ma.

d ? /2@ b B 280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2 ARI 0 \ ;"

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm.

. F'" =

b.d2

)


45/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


46/175

As= 0.*(7 = 0.((*!!!7

As= 0.*(7 = 0.((*!!!7!

As= 0.*(7 = 0.((*!!!7!

Ca'%"'o de Lo$#t"de! de A%ero = re7"ero280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000(28(3!

Com1robndo

JminGJGJm 0.0033333 G 0.000(28( G 0.027#78

Como no se cum1le l condicionK se diseLr con cunti minim

>a''a$do A!10.8(H&cHb@

= 20.#70(7!2 cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828


47/175

Jmin= 0.0033333333

J=As/bHd

J= 0.00030#3*

Com1robndo

JminGJGJm 0.0033333 G 0.00030#38 G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?!#.0#8 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION C,E EN EE ;,; )(- )(-

)(-

u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

C E

cm2

cm2

cm2


48/175


VIGA PRINCIPAL (Eje -):








1. Metrado de Cara!

a) Cara M"erta





) Cara V#*a


%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (83#.#0 kg/m2

. D#!e/o de V#a

Se%% A-D#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)


49/175



d ? /2@ b B 280@/&"HbHd


Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm.

. F'" =

b.d2

)


50/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


51/175

As= 0.!(( = 0.38(2373(

As= 0.!(( = 0.38(2373(

As= 0.!(( = 0.38(2373(


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0003!382*!

Com1robndo

JminGJGJm 0.0033333 G 0.0003!383 G 0.027#78



= 20.#70(7!2 cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828


52/175

Jmin= 0.0033333333

J=As/bHd

J= 0.000303*7

Com1robndo

JminGJGJm 0.0033333 G 0.000303* G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?2.0!* cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION A,B EN EE ',' )(- )(-

)(-

Se%% -CD#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)

u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

A B

cm2

cm2

cm2


53/175



d ? /2@ b B


54/175

A! e$ e' Etre+o I6"#erdo:

A%ero M#$#+o

Asmin=7#/&"HbHd Asmin=0.8Ri,>280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@)= 0.*

d?/2@


55/175

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*


56/175

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000328!!Com1robndo

JminGJGJm 0.0033333 G 0.0003288 G 0.027#78


= 20.#70(7!2 cm


57/175



d ? /2@ b B


58/175

Mo+e$to de D#!e/o 9 M$

) 7@

20.8(.F'c.b

Ree+&'aa$do Va'ore!


3.7 tn?m G 0.8(H&cHb@

)= 0.*

d?/2@

d ? As . F'" @ E

?@ =


59/175

A! e$ e' Ce$tro:

#.#77 tn?m G 0.8(H&cHb@

)= 0.*

d?/2@

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

;@ =


60/175

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


61/175

)(- )(-

)(-

Se%% E-0D#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)




62/175

0.3(0 d

0.8( F'c

Mo+e$to Re!#!te$te M8#+o de' Co$%reto

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.00083##**(

Com1robndo

JminGJGJm 0.0033333 G 0.00083#( G 0.027#78


>a''a$do A!1


63/175

As7= 3#.!*828#2 cm2

=As7H&"/>0.8(H&cHb@

= 20.#70(7!2 cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000(!273#

Com1robndo

JminGJGJm 0.0033333 G 0.000(!27# G 0.027#78



= 20.#70(7!2 cm


64/175

Como 280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


65/175

:istnci %stribr O+OI ?7.(0( mts.

9

:istnci otlI + = ' ; d = ?0.*!( mts.

Clculo de %s1cimiento entre estribosI

2#.378 cm. G 3.( S# C"+&'e>ud ? ) c @

ericndoI

S m ?!0.20* cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION , EN EE ',' )(- )(-

)(-

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

E !

cm2

cm2

cm2


66/175










1. Metrado de Cara!

a) Cara M"erta





) Cara V#*a


%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (83#.#0 kg/m2

. D#!e/o de V#a



67/175



d ? /2@ b B 280@/&"HbHd

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm. . F'" =

b.d2

)


68/175


=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


69/175

As= 7.2*( = 0.!7(8(

As= 7.7# = 0.!*0#(28!

As= 7.73 = 0.!8***#0!

As= 7.73 = 0.!8***777

As= 7.73 = 0.!8***70*

As= 7.73 = 0.!8***70*

Ca'%"'o de Lo$#t"de! de A%ero = re7"ero

280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000!(7!(83

Com1robndo

JminGJGJm 0.0033333 G 0.000!(7!! G 0.027#78



= 20.#70(7!2 cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*


70/175

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000#!(083!

Com1robndo

JminGJGJm 0.0033333 G 0.000#!(08 G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?(3.28# cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION A,B EN EE .,. )(- )(-

)(-

Se%% -C

D#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)

u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

A B

cm2

cm2

cm2


71/175



d ? /2@ b B


72/175


73/175

As= 0.08! = 0.0(0#((2

As= 0.08! = 0.0(0#((2

As= 0.08! = 0.0(0#((2


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= #.!(220%?00(

Com1robndo

JminGJGJm 0.0033333 G #.!(%?00( G 0.027#78



= 20.#70(7!2 cm

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*


74/175

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000#78*7

Com1robndo

JminGJGJm 0.0033333 G 0.000#78* G 0.027#78


= 20.#70(7!2 cm


75/175



d ? /2@ b B


76/175


) 7@

20.8(.F'c.b

Ree+&'aa$do Va'ore!


(.(*# tn?m G 0.8(H&cHb@

)= 0.*d?/2@


77/175

!27(((.((((! G !382377.! No $e%e!#ta re7"ero e$ Co+&re!#$

A! e$ e' Ce$tro:

(.87 tn?m G 0.8(H&cHb@

)= 0.*

d?/2@

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

;@ =


78/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


79/175

ericndoI

S m ?2*.#*# cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION C,! EN EE .,. )(- )(-

)(-

A . F'" =

C !

cm2

cm2

cm2


80/175


VIGA PRINCIPAL (Eje F-F):








1. Metrado de Cara!

a) Cara M"erta





) Cara V#*a


%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (83#.#0 kg/m2

. D#!e/o de V#a



81/175



d ? /2@ b B 280@/&"HbHd

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm. . F'" =

b.d2

)


82/175


=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


83/175

As= 0.! = 0.3*80707#

As= 0.!77 = 0.3(*#0(7

As= 0.!77 = 0.3(*#0(7!

As= 0.!77 = 0.3(*#0(7!


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.00033*#382

Com1robndo

JminGJGJm 0.0033333 G 0.00033*## G 0.027#78



= 20.#70(7!2 cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*


84/175

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000237(**7

Com1robndo

JminGJGJm 0.0033333 G 0.000237! G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?!.33* cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION A,B EN EE , )(- )(-

)(-

Se%% -C


u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

A B

cm2

cm2

cm2


85/175



d ? /2@ b B


86/175

Ree+&'aa$do Va'ore!


A%ero M#$#+o


Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


87/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*


88/175

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000387!(7

Com1robndo

JminGJGJm 0.0033333 G 0.000387!( G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?2.8*2 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION B,C EN EE , )(- )(-

)(-

Se%% C-0D#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)

u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

B C

cm2

cm2

cm2


89/175



d ? /2@ b B


90/175


) 7@

20.8(.F'c.b

Ree+&'aa$do Va'ore!


2.**! tn?m G 0.8(H&cHb@

)= 0.*d?/2@


91/175


92/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


93/175

ericndoI

S m ?(#.70 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION C,! EN EE , )(- )(-

)(-

A . F'" =

C !

cm2

cm2

cm2


94/175










1. Metrado de Cara!

a) Cara M"erta





) Cara V#*a


%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (83#.#0 kg/m2

. D#!e/o de V#a



95/175



d ? /2@ b B 280@/&"HbHd

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm. . F'" =

b.d2

)


96/175


=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


97/175

As= 0.22 = 0.#2#(8!8#

As= 0.!(2 = 0.383#8*8

As= 0.!(2 = 0.383#8*8


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0003!278#*

Com1robndo

JminGJGJm 0.0033333 G 0.0003!278 G 0.027#78



= 20.#70(7!2 cm

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*


98/175

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0002#8((3(

Com1robndo

JminGJGJm 0.0033333 G 0.0002#8(( G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?!!.3* cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION A,B EN EE ),) )(- )(-

)(-

Se%% -C


u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

A B

cm2

cm2

cm2


99/175



d ? /2@ b B


100/175

Ree+&'aa$do Va'ore!


A%ero M#$#+o


Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


101/175


102/175

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000#7#2*#7

Com1robndo

JminGJGJm 0.0033333 G 0.000#7#2* G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?2.22 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION B,C EN EE ),) )(- )(-

)(-

Se%% C-0D#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)

u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

B C

cm2

cm2

cm2


103/175



d ? /2@ b B


104/175


105/175

3(!.8 G !382377.! No $e%e!#ta re7"ero e$ Co+&re!#$

A! e$ e' Ce$tro:

3.37 tn?m G 0.8(H&cHb@

)= 0.*

d?/2@

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

;@ =


106/175


107/175

ericndoI

S m ?(7.3( cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION C,! EN EE ),) )(- )(-

)(-

A . F'" =

C !

cm2

cm2

cm2


108/175


VIGA PRINCIPAL (Eje -):








1. Metrado de Cara!

a) Cara M"erta





) Cara V#*a


%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (83#.#0 kg/m2

. D#!e/o de V#a



109/175



d ? /2@ b B 280@/&"HbHd

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm. . F'" =

b.d2

)


110/175


=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


111/175

As= 7.2#3 = 0.3707*#3

As= 7.72! = 0.!!2#0708

As= 7.72( = 0.!!7*!2

As= 7.72( = 0.!!7*(07

As= 7.72( = 0.!!7*(

As= 7.72( = 0.!!7*(


280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000!2(7*8!

Com1robndo

JminGJGJm 0.0033333 G 0.000!2(2 G 0.027#78



= 20.#70(7!2 cm

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*


112/175

Jb=0.8(H-H&c/&"H>!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000##83377Com1robndo

JminGJGJm 0.0033333 G 0.000##833 G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?(#.3# cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION A,B EN EE , )(- )(-

)(-


u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

A B

cm2

cm2

cm2


113/175



d ? /2@ b B


114/175

Ree+&'aa$do Va'ore!


A%ero M#$#+o


Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


115/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


116/175


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0000(##3

Com1robndo

JminGJGJm 0.0033333 G 0.0000(#( G 0.027#78


= 20.#70(7!2 cm


117/175



d ? /2@ b B


118/175


) 7@

20.8(.F'c.b

Ree+&'aa$do Va'ore!


(.3(0 tn?m G 0.8(H&cHb@

)= 0.*d?/2@


119/175

(*####.##### G !382377.! No $e%e!#ta re7"ero e$ Co+&re!#$

A! e$ e' Ce$tro:

(.(*8 tn?m G 0.8(H&cHb@

)= 0.*

d?/2@

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

;@ =


120/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


121/175

ericndoI

S m ?30.#2 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION C,! EN EE , )(- )(-

)(-

A . F'" =

C !

cm2

cm2

cm2


122/175


VIGA PRINCIPAL (Eje B-B):








1. Metrado de Cara!

a) Cara M"erta





) Cara V#*a


%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (83#.#0 kg/m2

. D#!e/o de V#a



123/175



d ? /2@ b B 280@/&"HbHd

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm. . F'" =

b.d2

)


124/175


=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


125/175

As= 0.!#( = 0.3*#38#

As= 0.(83 = 0.3#2!*8!3

As= 0.(82 = 0.3#2(87!8

As= 0.(82 = 0.3#2(8737

As= 0.(82 = 0.3#2(8737

As= 0.(82 = 0.3#2(8737


280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000323(#*

Com1robndo

JminGJGJm 0.0033333 G 0.000323(( G 0.027#78



= 20.#70(7!2 cm

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*


126/175

Jb=0.8(H-H&c/&"H>!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0002(783(Com1robndo

JminGJGJm 0.0033333 G 0.0002(78# G 0.027#78


= 20.#70(7!2 cm

ud ? ) c @

ericndoI

S m ?!.!20 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION A,B EN EE 7,7 )(- )(-

)(-


u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

A B

cm2

cm2

cm2


127/175



d ? /2@ b B


128/175


129/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


130/175


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0007(#8282

Com1robndo

JminGJGJm 0.0033333 G 0.0007(#83 G 0.027#78


= 20.#70(7!2 cm


131/175



d ? /2@ b B


132/175


) 7@

20.8(.F'c.b

Ree+&'aa$do Va'ore!


3.! tn?m G 0.8(H&cHb@

)= 0.*d?/2@


133/175

#7*(((.((((! G !382377.! No $e%e!#ta re7"ero e$ Co+&re!#$

A! e$ e' Ce$tro:

#.0#7 tn?m G 0.8(H&cHb@

)= 0.*

d?/2@

280@/&"HbHd

Asmin= (.# cm2 $min= (.7!338(* cm2

;@ =


134/175

=d/( As=)H&">d?/2@@

= 70.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


135/175

ericndoI

S m ?#3.*#0 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION C,! EN EE 7,7 )(- )(-

)(-

A . F'" =

C !

cm2

cm2

cm2


136/175



Ancho de Sección b = 0.2( m. Resist. Concreto F'c= 280.00 kg/cm2

Altur de Sección h = 0.20 m. Resist. del Acero F'"= #200.00 kg/cm2

$erlte %&ectio d = 0.7# m. Fctor Reducción ) = 0.*0





1. Metrado de Cara!

a) Cara M"erta

V#a Pr#$%#&a' Aotea$eso $ro1io ig = 720.00 kg/m2 $eso $ro1io ig = 720.00 kg/m2

$ .+os Aligerd .20m= 72.(0 kg/m2 $ .+os Aligerd .20m 72.(0 kg/m2

$. bi6uer Re1rtid= 23.(0 kg/m2 $. Cobertur 23.(0 kg/m2

$. Acbdos = 28(.00 kg/m29: = 73((.00 kg/m2 9: = 700.00 kg/m2

) Cara V#*a

V#a Pr#$%#&a' AoteaS/C i 9+ = (*3.( kg/m2 S/C i 9+ = 3(!.2( kg/m2

%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (070.00 kg/m2

. D#!e/o de V#a

Se%% C-DD#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)


137/175



d ? /2@ b B 280@/&"HbHd

Asmin= 7.7!!!!!!!! cm2 $min= 7.77((#! cm2 ARI 0 \ ;"

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm.

. F'" =

b.d2

)


138/175

=d/( As=)H&">d?/2@@

= 2.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


139/175

As= 0.38# = 0.202#8#

As= 0.38# = 0.202#87

As= 0.38# = 0.202#87


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000!0(3!

Com1robndo

JminGJGJm 0.0033333 G 0.000!0( G 0.027#78



= (.2*7!!3(*# cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828


140/175

Jmin= 0.0033333333

J=As/bHd

J= 0.0077(#3!3

Com1robndo

JminGJGJm 0.0033333 G 0.0077(#3! G 0.027#78


= (.2*7!!3(*# cm

ud ? ) c @

ericndoI

S m ?78.*# cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION C,D EN EE , ;(;7 ;(;7

;(;7

Se%% D-ED#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)

u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

C D

cm2

cm2

cm2


141/175



d ? /2@ b B


142/175


A%ero M#$#+o


Asmin= 7.7!!!!!!!! cm2 $min= 7.77((#! cm2

=d/( As=)H&">d?/2@@

= 2.8 =AsH&"/>0.8(H&cHb@)= 0.*

d?/2@


143/175

= 2.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@

280@/&"HbHd

Asmin= 7.7!!!!!!!! cm2 $min= 7.77((#! cm2

=d/( As=)H&">d?/2@@

= 2.8 =AsH&"/>0.8(H&cHb@

)= 0.*


144/175

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0008(*!((#Com1robndo

JminGJGJm 0.0033333 G 0.0008(*!! G 0.027#78


= (.2*7!!3(*# cm


145/175


VIGA PRINCIPAL (Eje C-C):


Altur de Sección h = 0.#0 m. Resist. del Acero F'"= #200.00 kg/cm2






1. Metrado de Cara!

a) Cara M"erta




$. Acbdos = 282.00 kg/m29: = 7(70.00 kg/m2 9: = 7228.00 kg/m2

) Cara V#*a


%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (#37.20 kg/m2

. D#!e/o de V#a

Se%% 1-D#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)


146/175



d ? /2@ b B 280@/&"HbHd

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm. . F'" =

b.d2

)


147/175


148/175

As= 0.3(( = 0.20*07!0

As= 0.327 = 0.788!*##!

As= 0.327 = 0.788!3*2

As= 0.327 = 0.788!3!

As= 0.327 = 0.788!3!

As= 0.327 = 0.788!3!


280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0002!23!8

Com1robndo

JminGJGJm 0.0033333 G 0.0002!2# G 0.027#78



= 72.8(727#07! cm

280@/&"HbHd

Asmin= 3.# cm2 $min= 3.2(702782 cm2

=d/( As=)H&">d?/2@@

= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*


149/175

Jb=0.8(H-H&c/&"H>!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000!7!!*3Com1robndo

JminGJGJm 0.0033333 G 0.000!7!!* G 0.027#78


= 72.8(727#07! cm

ud ? ) c @

ericndoI

S m ?#.7 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION ;,' EN EE C,C .(- .(-

.(-

Se%% -4D#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)

u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

; '

cm2

cm2

cm2


150/175



d ? /2@ b B


151/175


152/175

=d/( As=)H&">d?/2@@

= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


153/175


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000!73#0*

Com1robndo

JminGJGJm 0.0033333 G 0.000!73#7 G 0.027#78


= 72.8(727#07! cm


154/175



d ? /2@ b B


155/175


) 7@

20.8(.F'c.b

Ree+&'aa$do Va'ore!


0.*(( tn?m G 0.8(H&cHb@

)= 0.*d?/2@

d ? As . F'" @ E

?@ =


156/175

0.( tn?m G 0.8(H&cHb@

)= 0.*d?/2@

280@/&"HbHdAsmin= 3.# cm2 $min= 3.2(702782 cm2

=d/( As=)H&">d?/2@@

= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*


157/175


Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0007#088

Com1robndo

JminGJGJm 0.0033333 G 0.0007#0* G 0.027#78


= 72.8(727#07! cm

ud ? ) c @

ericndoI

S m ?#(.3!7 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION ., EN EE C,C .(- .(-

.(-

u = 9u + ? 9u.d =

' = u ? uc =

S = ) A . F'" . d =

A . F'" =

.

cm2

cm2

cm2


158/175





159/175

0.8( F'c

Mo+e$to Re!#!te$te M8#+o de' Co$%reto

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000!232!7!

Com1robndo

JminGJGJm 0.0033333 G 0.000!232! G 0.027#78



= 72.8(727#07! cm

b.d2

)


160/175

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000(0(7!#*

Com1robndo

JminGJGJm 0.0033333 G 0.000(0(7! G 0.027#78



= 72.8(727#07! cm


161/175

Asmin= 3.# cm2 $min= 3.2(702782 cm2

=d/( As=)H&">d?/2@@

= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


162/175

>ud ? ) c @

ericndoI

S m ?#3.0# cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION ), EN EE C,C .(- .(-

.(-

Se%% -BD#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)




163/175

d ? /2@ b B 280@/&"HbHd

Asmin= 3.# cm2 $min= 3.2(702782 cm2

=d/( As=)H&">d?/2@@= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*


164/175


= 72.8(727#07! cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000(0(7!#*

Com1robndo

JminGJGJm 0.0033333 G 0.000(0(7! G 0.027#78



= 72.8(727#07! cm


165/175

Como 280@/&"HbHd

Asmin= 3.# cm2 $min= 3.2(702782 cm2

=d/( As=)H&">d?/2@@

= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


166/175

:istnci %stribr O+OI ?7.7*2 mts.

9

:istnci otlI + = ' ; d = ?0.8(2 mts.

Clculo de %s1cimiento entre estribosI

7.388 cm. G 3.( S# C"+&'e>ud ? ) c @

ericndoI

S m ?#.!3 cm. P 3.( No C"+&'e3.( bQ

RESUMEN DE ACERO # c5'$ SECCION ,7 EN EE C,C .(- .(-

.(-

Se%% B-3D#ara+a de Mo+e$to 0'e%tor 0#$a' (E$*o'*e$te)


' = u ? uc =

S = ) A . F'" . d =

A . F'" =

7

cm2

cm2

cm2


167/175


d ? /2@ b B 280@/&"HbHd

Asmin= 3.# cm2 $min= 3.2(702782 cm2

=d/( As=)H&">d?/2@@

= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d ? As . F'" @ E

?@ =


168/175

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000!232!7!

Com1robndo

JminGJGJm 0.0033333 G 0.000!232! G 0.027#78



= 72.8(727#07! cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000(0(7!#*

Com1robndo

JminGJGJm 0.0033333 G 0.000(0(7! G 0.027#78


>a''a$do A!1


169/175

As7=$mHbHd

As7= 27.8#0!382 cm2

=As7H&"/>0.8(H&cHb@

= 72.8(727#07! cm

!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0007#088

Com1robndo

JminGJGJm 0.0033333 G 0.0007#0* G 0.027#78

>a''a$do A!10.8(H&cHb@= 72.8(727#07! cm


170/175

Cortnte


171/175


VIGA PRINCIPAL (Eje E-E):


Altur de Sección h = 0.#0 m. Resist. del Acero F'"= #200.00 kg/cm2






1. Metrado de Cara!

a) Cara M"erta




$. Acbdos = 282.00 kg/m29: = 7(70.00 kg/m2 9: = 7228.00 kg/m2

) Cara V#*a


%) A+&'#,%a%#$ de Cara!

9 totl = 7.# 9: ; 7. 9+

9 totl = (#37.20 kg/m2

. D#!e/o de V#a



172/175



d ? /2@ b B 280@/&"HbHd

Jb = 0.8(.-.F'c !000 = J

b = B J

m. = .( J =

= Jm. . F'" =

b.d2

)


173/175

Asmin= 3.# cm2 $min= 3.2(702782 cm2 ARI 0 \ ;"

=d/( As=)H&">d?/2@@

= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*

d?/2@


174/175

As= 0.3(2 = 0.20!*878(

As= 0.378 = 0.78!8(2#7

As= 0.378 = 0.78!*!*(

As= 0.378 = 0.78!*!8

As= 0.378 = 0.78!*!8

As= 0.378 = 0.78!*!8


280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.0002!#!288

Com1robndo

JminGJGJm 0.0033333 G 0.0002!#!3 G 0.027#78



= 72.8(727#07! cm

280@/&"HbHd

Asmin= 3.# cm2 $min= 3.2(702782 cm2

=d/( As=)H&">d?/2@@

= !.8 =AsH&"/>0.8(H&cHb@

)= 0.*


175/175

Jb=0.8(H-H&c/&"H>!77/>!77;&"@@

Jb= 0.028((82(3#

Jm=0.(H$b

Jm= 0.027#78!*

Jmin= $min=0.8Ri,>280@/&"

Jmin= 0.0033333333 $min= 0.0037828

Jmin= 0.0033333333

J=As/bHd

J= 0.000(82((0Com1robndo

JminGJGJm 0.0033333 G 0.000(82(( G 0.027#78


= 72.8(727#07! cm

Zmetrado Cargas COMPLEJO 2

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