diseño de albañileria

7/21/2019 Diseño de Albañileria

http://slidepdf.com/reader/full/diseno-de-albanileria-56da4ae9917cf 1/82

ANALISIS ESTRUCTU

1. DATOS GENERALES DEL PROYECTOPROPIETARIO: TRABAJO ESCALONADOUBICACIÓN: CAJAMARCA

Nº DE PISOS : 2USO: VIVIENDA UNIFAMILIARSISTEMA ESTRUCTURAL: ALBAÑILERÍA CONFINADA AREA TECHADA POR PISO: 83.0 S!" #$%&'#(&PESO DE LA ALBAÑILERÍA) *800 +,-3 ALBAÑILERÍA /11) 0 +,-%2MORTERO: *4*4 CEMENTO4CAL4ARENACONCRETO/1%) 2*0 +,-%2 ACERO /15) 200 +,-%2RESISTENCIA DEL TERRENO) 0.8 +,-%2LON6ITUD DE PARAPETO) 7.0 # &(&#9) 0.*7 ALTURA DE PARAPETO) 0.80

2. PARAMETROS PARA EVALUAR LA FUER;A CORTANTE EN LA BASE /IN6RESAR DATOS EN PA;) 0.00 U) *.000 ;)FACTOR DE ;ONC) 2.700 S) *.00 U)FACTOR DE USR) 3.000 +) 0.< C) FACTOR DE AM

3. PREDIMENSIONAMIENTO DE LOS ELEMENTOS ESTRUCTURALES &. ALI6ERADOS

MAYOR LU;: .07 0.*2 TOMAMOS e=0.20 m

4. METRADO DE CARGAS

DATOS:PESO DE LOSA ALI6ERADA) 300 +,-2PESO DE ALBAÑILERÍA) *800 +,-3PESO DE ACABADOS) *00 +,-2PESO DE CONCRETO ARMADO 200 +,-3SOBRECAR6AS) 200 +,-2SOBRECAR6AS ULTIMO NIV) *70 +,-2 ALTURA DE MUROS) 2.0 LON6ITUD DE ALFEI;AR) =.70 ALTURA DE ALFEI;AR) *.20 LON6. DE MUROS NO PORT) **.00

5. DENOMINACIÓN Y LONGITUDES DE LOS MUROS MURO DIRECCÓN X MURO DIRE

t= 0.13 m t= 0.23 m t= 0.13 m*> 3.80 *Y 8.702> 2.<7 2Y 7.773> *.0 3Y 2.27> 3.30 Y 2.277> 3.30 7Y *.=> *.70 Y 2.30<> *.37 <Y 7.078> *.27 8Y *.20

=? *.0



TOTALES 20.45 28.59

6. ANALISIS DE MUROS POR CARGA VERTICALDIRECCIÓN Y ! P

ESPESOR AREA P.P. PESOMURO TRI"UT. MUROS ALIGER.

t#m$ #m2$ #%&$ #%&$*Y 0.*3 2.*3 **23.20 *2<8.002Y 0.*3 *.83 **23.20 *0=8.003Y 0.*3 *.83 **23.20 *0=8.00Y 0.*3 2.** **23.20 *2.007Y 0.*3 3.28 **23.20 *=8.00Y 0.*3 *.78 **23.20 =7.00<Y 0.*3 *.7 **23.20 ==0.008Y 0.*3 2.*3 **23.20 *2<7.00

DIRECCIÓN X ! P

ESPESOR AREA P.P. PESOMURO TRI"UT. MUROS ALIGER.

t#m$ #m2$ #%&$ #%&$*> 0.*3 0.000 **23.20 0.002> 0.*3 0.000 **23.20 0.003> 0.*3 0.000 **23.20 0.00> 0.*3 0.000 **23.20 0.007> 0.*3 0.000 **23.20 0.00> 0.*3 0.000 **23.20 0.00<> 0.*3 0.000 **23.20 0.008> 0.*3 0.000 **23.20 0.00=> 0.*3 0.000 **23.20 0.00



7. CALCULO DEL PESO DE EDIICACIÓN

PISO PESO MUROS PESO MUROS PESO PESO

PORTANTES NO PORT. AL'EI(AR ALIGERADO

* 2<70.8 *<<.038 2<. 2=*22 2<70.8 *<<.038 2<. 2=*2

TOTAL 55081.)28 12354.0)*8 5335.2 49824

!. CALCULO DE LA UER"A CORTANTE EN LA #ASE DEL EDIICIO $V%

PARAMETROS +ALORES DESCRIPCIÓN

; 0.00 ;"& 3U *.000 C&9#,(@& CS *.200 S#'$ !"9#(#!$R 3.000 E$9(%9(& # &'&!'#(@& %"!"&&T 0.00 F&%9( # ##"# # $G" 2.800 A'9(& 99&' # '& #!!%&%!" #" #9($C9 0.000 C#!%!#"9# &(& #$9!&( #' #(! "&#"9&'T 0.0< P#(! "&#"9&' # '& #$9(%9(&/G"-C9

C%&'%'& 32.*3 C#!%!#"9# # &'!!%&%!" $@$!%&C&$! 2.700 C#!%!#"9# # &'!!%&%!" $@$!%&

+ 0.< C#!%!#"9# # ((%!"&'!&P/+, *787<<.=7 P#$ 99&' # '& #$9(%9(&V/+, <003.070 F#(& %(9&"9# #" '& &$# # '& #$9(%9(&

&. DISTRI#UCIÓN DE LA UER"A CORTANTE EN LA ALTURAMULTIPLICAR POR

PISO P, -, P,-, P,-,/P,-,* 0.00 0.00 0.00 0.0002 0.00 0.00 0.00 0.000

0.00 <.80 0.00 0.000882. 7.20 *08<.20 0.02**<7.07 2.0 72077.*3 0.70

300999.5124 1003142.33

'0. DISTRI#UCIÓN DE LA UER"A CORTANTE DE NIVEL EN CADA MURO

DATOS GEOMTRICOSMURO - t

*> 2.00 0.*30 3.80 *.3702> 2.00 0.*30 2.<7 .2203> 2.00 0.*30 *.0 2.330> 2.00 0.*30 3.30 3.=007> 2.00 0.*30 3.30 *.00> 2.00 0.*30 *.70 *.00<> 2.00 0.*30 *.37 *.00



8> 2.00 0.*30 *.27 *.00=> 2.00 0.*30 *.0 .00

*0> 2.00 0.*30 0.00 <.00**> 2.00 0.*30 0.00 *0.000*2> 2.00 0.*30 0.00 <.00*3> 2.00 0.*30 0.00 *0.000*> 2.00 0.*30 0.00 *2.00*7> 2.00 0.*30 0.00 <.00*Y 2.00 3.77 0.*30 0.0802Y 2.00 3.77 0.*30 7.=303Y 2.00 *.<7 0.*30 3.030Y 2.00 2.=0 0.*30 7.=307Y 2.00 .30 0.*30 0.080Y 2.00 3.*7 0.*30 .80<Y 2.00 .30 0.*30 7.=308Y 2.00 2.<0 0.*30 0.080=Y 2.00 2.77 0.*30 **.280

*0Y 2.00 *.77 0.*30 **.280**Y 2.00 2.<0 0.*30 *3.=30*2Y 2.00 2.<0 0.*30 .080*3Y 2.00 2.<0 0.*30 8.<30*Y 2.00 2.<0 0.*30 *0.080*7Y 2.00 2.<0 0.*30 *3.=30*Y 2.00 2.80 0.*30 .080*<Y 2.00 *.7 0.*30 8.<30*8Y 2.00 2.80 0.*30 *0.080*=Y 2.00 2.80 0.*30 *3.=30


*> 2.700 0.*30 3.80 *.3702> 2.700 0.*30 2.<7 .2203> 2.700 0.*30 *.0 2.330> 2.700 0.*30 3.30 3.=007> 2.700 0.*30 3.30 *.00> 2.700 0.*30 *.70 *.00

<> 2.700 0.*30 *.37 *.008> 2.700 0.*30 *.27 *.00=> 2.700 0.*30 *.0 .00

*0> 2.700 0.*30 0.00 <.00**> 2.700 0.*30 0.00 *0.000*2> 2.700 0.*30 0.00 <.00*3> 2.700 0.*30 0.00 *0.000*> 2.700 0.*30 0.00 *2.00*7> 2.700 0.*30 0.00 <.00*Y 2.700 3.77 0.*3 0.0802Y 2.700 3.77 0.*3 7.=303Y 2.700 *.<7 0.*3 3.030

Y 2.700 2.=0 0.*3 7.=307Y 2.700 .30 0.*3 0.080



Y 2.700 3.*7 0.*3 .80<Y 2.700 .30 0.*3 7.=308Y 2.700 2.<0 0.*3 0.080=Y 2.700 2.77 0.*3 **.280

*0Y 2.700 *.77 0.*3 **.280**Y 2.700 2.<0 0.*3 *3.=30*2Y 2.700 2.<0 0.*3 .080*3Y 2.700 2.<0 0.*3 8.<30*Y 2.700 2.<0 0.*3 *0.080*7Y 2.700 2.<0 0.*3 *3.=30*Y 2.700 2.80 0.*3 .080*<Y 2.700 *.7 0.*3 8.<30*8Y 2.700 2.80 0.*3 *0.080*=Y 2.700 2.80 0.*3 *3.=30


*> 2.700 0.*30 3.80 *.3702> 2.700 0.*30 2.<7 .2203> 2.700 0.*30 *.0 2.330> 2.700 0.*30 3.30 3.=007> 2.700 0.*30 3.30 *.00> 2.700 0.*30 *.70 *.00<> 2.700 0.*30 *.37 *.008> 2.700 0.*30 *.27 *.00=> 2.700 0.*30 *.0 .00

*0> 2.700 0.*30 0.00 <.00**> 2.700 0.*30 0.00 *0.000*2> 2.700 0.*30 0.00 <.00*3> 2.700 0.*30 0.00 *0.000*> 2.700 0.*30 0.00 *2.00*7> 2.700 0.*30 0.00 <.00*Y 2.700 3.77 0.*3 0.0802Y 2.700 3.77 0.*3 7.=303Y 2.700 *.<7 0.*3 3.030Y 2.700 2.=0 0.*3 7.=307Y 2.700 .30 0.*3 0.080Y 2.700 3.*7 0.*3 .80<Y 2.700 .30 0.*3 7.=308Y 2.700 2.<0 0.*3 0.080=Y 2.700 2.77 0.*3 **.280

*0Y 2.700 *.77 0.*3 **.280**Y 2.700 2.<0 0.*3 *3.=30*2Y 2.700 2.<0 0.*3 .080*3Y 2.700 2.<0 0.*3 8.<30*Y 2.700 2.<0 0.*3 *0.080*7Y 2.700 2.<0 0.*3 *3.=30*Y 2.700 2.80 0.*3 .080*<Y 2.700 *.7 0.*3 8.<30

*8Y 2.700 2.80 0.*3 *0.080*=Y 2.700 2.80 0.*3 *3.=30



''( CORRECIÓN POR TORSIÓN ''(' CALCULO DEL CENTRO DE RIGIDE"

PISO 1! 2 3MURO %Em %Em*> *.370 23.3<0 0.0<= 0.000*72> .220 23.3<0 0.02 0.000**3> 2.330 *=.720 0.00<22 0.0000> 3.=00 *=.720 0.03= 0.000*37> *.00 *.<0 0.03= 0.000*3> *.00 **.820 0.00* 0.0000<> *.00 =.*30 0.00< 0.000078> *.00 .080 0.00382 0.00007=> .00 .080 0.00<22 0.0000

*0> <.00 **.=30 DIV-0K 0.00000**> *0.000 **.=30 DIV-0K 0.00000*2> <.00 =.030 DIV-0K 0.00000*3> *0.000 =.030 DIV-0K 0.00000*> *2.00 .0<0 DIV-0K 0.00000*7> <.00 3.*20 DIV-0K 0.00000*Y 0.080 2*.<0 0.000* 0.03=832Y 7.=30 2*.<0 0.000* 0.03=833Y 3.030 *<.30 0.0000< 0.00=0*Y 7.=30 *8.000 0.000** 0.02<3<7Y 0.080 *.*70 0.000*< 0.0787

Y .80 *3.7<0 0.000*2 0.0320<Y 7.=30 *.*70 0.000*< 0.07878Y 0.080 <.00 0.000** 0.023<=Y **.280 *0.<0 0.000*0 0.02***

*0Y **.280 <.020 0.0000 0.00<**Y *3.=30 <.00 0.000** 0.023<*2Y .080 .70 0.000** 0.023<*3Y 8.<30 .70 0.000** 0.023<*Y *0.080 .70 0.000** 0.023<*7Y *3.=30 .70 0.000** 0.023<*Y .080 *.70 0.000** 0.0277

*<Y 8.<30 *.080 0.0000< 0.00<80*8Y *0.080 *.70 0.000** 0.0277*=Y *3.=30 *.70 0.000** 0.0277

DI+0 0.51324

''(2 CALCULO DEL CENTRO DE MASA

PISO 1!MURO - t 6m

*> 3.800 2.00 0.*30 *800.0002> 2.<70 2.00 0.*30 *800

3> *.00 2.00 0.*30 *800> 3.300 2.00 0.*30 *800



7> 3.300 2.00 0.*30 *800> *.700 2.00 0.*30 *800<> *.370 2.00 0.*30 *8008> *.270 2.00 0.*30 *800=> *.00 2.00 0.*30 *800

*0> 0.000 2.00 0.*30 *800**> 0.000 2.00 0.*30 *800*2> 0.000 2.00 0.*30 *800*3> 0.000 2.00 0.*30 *800*> 0.000 2.00 0.*30 *800*7> 0.000 2.00 0.*30 *800*Y 0.*30 2.00 3.770 *8002Y 0.*30 2.00 3.770 *8003Y 0.*30 2.00 *.<70 *800Y 0.*30 2.00 2.=00 *8007Y 0.*30 2.00 .300 *800Y 0.*30 2.00 3.*70 *800

<Y 0.*30 2.00 .300 *8008Y 0.*30 2.00 2.<00 *800=Y 0.*30 2.00 2.770 *800

*0Y 0.*30 2.00 *.770 *800**Y 0.*30 2.00 2.<00 *800*2Y 0.*30 2.00 2.<00 *800*3Y 0.*30 2.00 2.<00 *800*Y 0.*30 2.00 2.<00 *800*7Y 0.*30 2.00 2.<00 *800*Y 0.*30 2.00 2.800 *800*<Y 0.*30 2.00 *.70 *800

*8Y 0.*30 2.00 2.800 *800

*=Y 0.*30 2.00 2.800 *800

''(3 CALCULO DEL MOMENTO POLAR DE INERCIA

PISO 1 ! 2 3MURO Y,!Y7= 2 #%Em$2 X,!X7=X

*> DIV-0K DIV-0K DIV-0K 47.0=*2> DIV-0K DIV-0K DIV-0K 42.22*

3> DIV-0K DIV-0K DIV-0K 4.***> DIV-0K DIV-0K DIV-0K 42.7*7> DIV-0K DIV-0K DIV-0K 4.8*> DIV-0K DIV-0K DIV-0K 4.8*<> DIV-0K DIV-0K DIV-0K 4.8*8> DIV-0K DIV-0K DIV-0K 4.8*=> DIV-0K DIV-0K DIV-0K 4*.8*

*0> DIV-0K DIV-0K DIV-0K 0.=73=**> DIV-0K DIV-0K DIV-0K 3.773=*2> DIV-0K DIV-0K DIV-0K 0.=73=*3> DIV-0K DIV-0K DIV-0K 3.773=*> DIV-0K DIV-0K DIV-0K .*73=

*7> DIV-0K DIV-0K DIV-0K 0.=73=*Y DIV-0K DIV-0K DIV-0K 4.3*



2Y DIV-0K DIV-0K DIV-0K 40.7**3Y DIV-0K DIV-0K DIV-0K 43.**Y DIV-0K DIV-0K DIV-0K 40.7**7Y DIV-0K DIV-0K DIV-0K 4.3*Y DIV-0K DIV-0K DIV-0K 4*.=*<Y DIV-0K DIV-0K DIV-0K 40.7**8Y DIV-0K DIV-0K DIV-0K 4.3*=Y DIV-0K DIV-0K DIV-0K .833=

*0Y DIV-0K DIV-0K DIV-0K .833=**Y DIV-0K DIV-0K DIV-0K <.83=*2Y DIV-0K DIV-0K DIV-0K 40.3**3Y DIV-0K DIV-0K DIV-0K 2.283=*Y DIV-0K DIV-0K DIV-0K 3.33=*7Y DIV-0K DIV-0K DIV-0K <.83=*Y DIV-0K DIV-0K DIV-0K 40.3**<Y DIV-0K DIV-0K DIV-0K 2.283=*8Y DIV-0K DIV-0K DIV-0K 3.33=

*=Y DIV-0K DIV-0K DIV-0K <.83=

11:4 CALCULO DEL MOMENTO TORSOR Y EXCENTRICIDADES

PISO 1 PISO 2DESCRIPCION +ALORES DESCRIPCION +ALORES

V?/* <003.070 V?/2 3273=.78V5/* <003.070 V5/2 3273=.78F?/* *3.702 F?/2 3273=.78

F?/2 3273=.78 F?/3 0.000F?/3 0.000 F5/2 3273=.78F5/* *3.702 F5/3 0.000F5/2 3273=.78 >% 7.<0F5/3 0.000 Y% *2.0>% 7.<0 >%( .7Y% *2.0 Y%( DIV-0K>%( .7 ? *Y%( DIV-0K 5 23.7? * J/* DIV-0K5 23.7 P#$ N!#' 882.

J/* DIV-0K C? 2.370P#$ N!#' <3<73.70 C5 *.00C? 2.37 T? 0.0<C5 *.0 T5 0.0<T? 0.07 M9?* DIV-0KT5 0.07 M9?2 DIV-0K

M9?* DIV-0K M95* DIV-0KM9?2 DIV-0K M952 47238.788<=3

M95* 228<0.78=*7<* 40.<

M952 4**=073.<=2*272= DIV-0K

40.< 2.37

DIV-0K *.2.37

#?

#5

#? #&%%?

#5 #&%%5#&%%?



*.

11.5 CALCULO DE LOS INCREMENTOS DE CORTANTES POR TORSION

PRIMER PISO

MURO Kx/Em Ky/Em Y=Yi-Ycr X=Xi-Xcr*> 0.0<= 0.000*7 DIV-0K 47.*02> 0.02 0.000** DIV-0K 42.233> 0.00<22 0.0000 DIV-0K 4.*2> 0.03= 0.000*3 DIV-0K 42.777> 0.03= 0.000*3 DIV-0K 4.87> 0.00* 0.0000 DIV-0K 4.87

<> 0.00< 0.00007 DIV-0K 4.878> 0.00382 0.00007 DIV-0K 4.87=> 0.00<22 0.0000 DIV-0K 4*.87

*0> DIV-0K 0.00000 DIV-0K 0.=7**> DIV-0K 0.00000 DIV-0K 3.77*2> DIV-0K 0.00000 DIV-0K 0.=7*3> DIV-0K 0.00000 DIV-0K 3.77*> DIV-0K 0.00000 DIV-0K .*7*7> DIV-0K 0.00000 DIV-0K 0.=7*Y 0.000* 0.03=83 DIV-0K 4.3<2Y 0.000* 0.03=83 DIV-0K 40.723Y 0.0000< 0.00=0* DIV-0K 43.2Y 0.000** 0.02<3< DIV-0K 40.727Y 0.000*< 0.0787 DIV-0K 4.3<Y 0.000*2 0.0320 DIV-0K 4*.=<<Y 0.000*< 0.0787 DIV-0K 40.728Y 0.000** 0.023< DIV-0K 4.3<=Y 0.000*0 0.02*** DIV-0K .83

*0Y 0.0000 0.00< DIV-0K .83**Y 0.000** 0.023< DIV-0K <.8*2Y 0.000** 0.023< DIV-0K 40.3<*3Y 0.000** 0.023< DIV-0K 2.28*Y 0.000** 0.023< DIV-0K 3.3

*7Y 0.000** 0.023< DIV-0K <.8*Y 0.000** 0.0277 DIV-0K 40.3<*<Y 0.0000< 0.00<80 DIV-0K 2.28*8Y 0.000** 0.0277 DIV-0K 3.3*=Y 0.000** 0.0277 DIV-0K <.8

SEGUNDO PISO

MURO Kx/Em Ky/Em Y=Yi-Ycr X=Xi-Xcr

#&%%5



*> 0.0<= 0.000*7 DIV-0K 47.*02> 0.02 0.000** DIV-0K 42.233> 0.00<22 0.0000 DIV-0K 4.*2> 0.03= 0.000*3 DIV-0K 42.777> 0.03= 0.000*3 DIV-0K 4.87> 0.00* 0.0000 DIV-0K 4.87<> 0.00< 0.00007 DIV-0K 4.878> 0.00382 0.00007 DIV-0K 4.87=> 0.00<22 0.0000 DIV-0K 4*.87

*0> DIV-0K 0.00000 DIV-0K 0.=7**> DIV-0K 0.00000 DIV-0K 3.77*2> DIV-0K 0.00000 DIV-0K 0.=7*3> DIV-0K 0.00000 DIV-0K 3.77*> DIV-0K 0.00000 DIV-0K .*7*7> DIV-0K 0.00000 DIV-0K 0.=7*Y 0.000* 0.03=83 DIV-0K 4.3<2Y 0.000* 0.03=83 DIV-0K 40.72

3Y 0.0000< 0.00=0* DIV-0K 43.2Y 0.000** 0.02<3< DIV-0K 40.727Y 0.000*< 0.0787 DIV-0K 4.3<Y 0.000*2 0.0320 DIV-0K 4*.=<<Y 0.000*< 0.0787 DIV-0K 40.728Y 0.000** 0.023< DIV-0K 4.3<=Y 0.000*0 0.02*** DIV-0K .83

*0Y 0.0000 0.00< DIV-0K .83**Y 0.000** 0.023< DIV-0K <.8*2Y 0.000** 0.023< DIV-0K 40.3<*3Y 0.000** 0.023< DIV-0K 2.28*Y 0.000** 0.023< DIV-0K 3.3

*7Y 0.000** 0.023< DIV-0K <.8*Y 0.000** 0.0277 DIV-0K 40.3<*<Y 0.0000< 0.00<80 DIV-0K 2.28*8Y 0.000** 0.0277 DIV-0K 3.3*=Y 0.000** 0.0277 DIV-0K <.8

TERCER PISO

MURO Kx/Em Ky/Em Y=Yi-Ycr X=Xi-Xcr*> 0.0<= 0.000*7 DIV-0K 47.*02> 0.02 0.000** DIV-0K 42.233> 0.00<22 0.0000 DIV-0K 4.*2> 0.03= 0.000*3 DIV-0K 42.777> 0.03= 0.000*3 DIV-0K 4.87> 0.00* 0.0000 DIV-0K 4.87<> 0.00< 0.00007 DIV-0K 4.878> 0.00382 0.00007 DIV-0K 4.87=> 0.00<22 0.0000 DIV-0K 4*.87

*0> DIV-0K 0.00000 DIV-0K 0.=7**> DIV-0K 0.00000 DIV-0K 3.77



*2> DIV-0K 0.00000 DIV-0K 0.=7*3> DIV-0K 0.00000 DIV-0K 3.77*> DIV-0K 0.00000 DIV-0K .*7*7> DIV-0K 0.00000 DIV-0K 0.=7*Y 0.000* 0.03=83 DIV-0K 4.3<2Y 0.000* 0.03=83 DIV-0K 40.723Y 0.0000< 0.00=0* DIV-0K 43.2Y 0.000** 0.02<3< DIV-0K 40.727Y 0.000*< 0.0787 DIV-0K 4.3<Y 0.000*2 0.0320 DIV-0K 4*.=<<Y 0.000*< 0.0787 DIV-0K 40.728Y 0.000** 0.023< DIV-0K 4.3<=Y 0.000*0 0.02*** DIV-0K .83

*0Y 0.0000 0.00< DIV-0K .83**Y 0.000** 0.023< DIV-0K <.8*2Y 0.000** 0.023< DIV-0K 40.3<*3Y 0.000** 0.023< DIV-0K 2.28

*Y 0.000** 0.023< DIV-0K 3.3*7Y 0.000** 0.023< DIV-0K <.8*Y 0.000** 0.0277 DIV-0K 40.3<*<Y 0.0000< 0.00<80 DIV-0K 2.28*8Y 0.000** 0.0277 DIV-0K 3.3*=Y 0.000** 0.0277 DIV-0K <.8

11.* CALCULO DE CORTANTES DE DISE;O EN LA DIRECCION X

PRIER PISO

MURO Vtras*> DIV-0K DIV-0K DIV-0K DIV-0K2> DIV-0K DIV-0K DIV-0K DIV-0K3> DIV-0K DIV-0K DIV-0K DIV-0K> DIV-0K DIV-0K DIV-0K DIV-0K7> DIV-0K DIV-0K DIV-0K DIV-0K> DIV-0K DIV-0K DIV-0K DIV-0K<> DIV-0K DIV-0K DIV-0K DIV-0K8> DIV-0K DIV-0K DIV-0K DIV-0K=> DIV-0K DIV-0K DIV-0K DIV-0K

*0> DIV-0K DIV-0K DIV-0K DIV-0K

**> DIV-0K DIV-0K DIV-0K DIV-0K*2> DIV-0K DIV-0K DIV-0K DIV-0K*3> DIV-0K DIV-0K DIV-0K DIV-0K*> DIV-0K DIV-0K DIV-0K DIV-0K*7> DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K2Y DIV-0K DIV-0K DIV-0K DIV-0K3Y DIV-0K DIV-0K DIV-0K DIV-0KY DIV-0K DIV-0K DIV-0K DIV-0K7Y DIV-0K DIV-0K DIV-0K DIV-0KY DIV-0K DIV-0K DIV-0K DIV-0K<Y DIV-0K DIV-0K DIV-0K DIV-0K8Y DIV-0K DIV-0K DIV-0K DIV-0K=Y DIV-0K DIV-0K DIV-0K DIV-0K

ΔVx ΔV!x ΔVx"as#mi$%&



*0Y DIV-0K DIV-0K DIV-0K DIV-0K**Y DIV-0K DIV-0K DIV-0K DIV-0K*2Y DIV-0K DIV-0K DIV-0K DIV-0K*3Y DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K*7Y DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K*<Y DIV-0K DIV-0K DIV-0K DIV-0K*8Y DIV-0K DIV-0K DIV-0K DIV-0K*=Y DIV-0K DIV-0K DIV-0K DIV-0K

SEGUNDO PISO

MURO Vtras*> DIV-0K DIV-0K DIV-0K DIV-0K2> DIV-0K DIV-0K DIV-0K DIV-0K3> DIV-0K DIV-0K DIV-0K DIV-0K> DIV-0K DIV-0K DIV-0K DIV-0K7> DIV-0K DIV-0K DIV-0K DIV-0K> DIV-0K DIV-0K DIV-0K DIV-0K<> DIV-0K DIV-0K DIV-0K DIV-0K8> DIV-0K DIV-0K DIV-0K DIV-0K=> DIV-0K DIV-0K DIV-0K DIV-0K

*0> DIV-0K DIV-0K DIV-0K DIV-0K**> DIV-0K DIV-0K DIV-0K DIV-0K*2> DIV-0K DIV-0K DIV-0K DIV-0K*3> DIV-0K DIV-0K DIV-0K DIV-0K

*> DIV-0K DIV-0K DIV-0K DIV-0K*7> DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K2Y DIV-0K DIV-0K DIV-0K DIV-0K3Y DIV-0K DIV-0K DIV-0K DIV-0KY DIV-0K DIV-0K DIV-0K DIV-0K7Y DIV-0K DIV-0K DIV-0K DIV-0KY DIV-0K DIV-0K DIV-0K DIV-0K<Y DIV-0K DIV-0K DIV-0K DIV-0K8Y DIV-0K DIV-0K DIV-0K DIV-0K=Y DIV-0K DIV-0K DIV-0K DIV-0K

*0Y DIV-0K DIV-0K DIV-0K DIV-0K

**Y DIV-0K DIV-0K DIV-0K DIV-0K*2Y DIV-0K DIV-0K DIV-0K DIV-0K*3Y DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K*7Y DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K*<Y DIV-0K DIV-0K DIV-0K DIV-0K*8Y DIV-0K DIV-0K DIV-0K DIV-0K*=Y DIV-0K DIV-0K DIV-0K DIV-0K

TERCER PISO




MURO Vtras*> DIV-0K DIV-0K DIV-0K DIV-0K2> DIV-0K DIV-0K DIV-0K DIV-0K3> DIV-0K DIV-0K DIV-0K DIV-0K> DIV-0K DIV-0K DIV-0K DIV-0K

7> DIV-0K DIV-0K DIV-0K DIV-0K> DIV-0K DIV-0K DIV-0K DIV-0K<> DIV-0K DIV-0K DIV-0K DIV-0K8> DIV-0K DIV-0K DIV-0K DIV-0K=> DIV-0K DIV-0K DIV-0K DIV-0K

*0> DIV-0K DIV-0K DIV-0K DIV-0K**> DIV-0K DIV-0K DIV-0K DIV-0K*2> DIV-0K DIV-0K DIV-0K DIV-0K*3> DIV-0K DIV-0K DIV-0K DIV-0K*> DIV-0K DIV-0K DIV-0K DIV-0K*7> DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K

2Y DIV-0K DIV-0K DIV-0K DIV-0K3Y DIV-0K DIV-0K DIV-0K DIV-0KY DIV-0K DIV-0K DIV-0K DIV-0K7Y DIV-0K DIV-0K DIV-0K DIV-0KY DIV-0K DIV-0K DIV-0K DIV-0K<Y DIV-0K DIV-0K DIV-0K DIV-0K8Y DIV-0K DIV-0K DIV-0K DIV-0K=Y DIV-0K DIV-0K DIV-0K DIV-0K

*0Y DIV-0K DIV-0K DIV-0K DIV-0K**Y DIV-0K DIV-0K DIV-0K DIV-0K*2Y DIV-0K DIV-0K DIV-0K DIV-0K*3Y DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K*7Y DIV-0K DIV-0K DIV-0K DIV-0K*Y DIV-0K DIV-0K DIV-0K DIV-0K*<Y DIV-0K DIV-0K DIV-0K DIV-0K*8Y DIV-0K DIV-0K DIV-0K DIV-0K*=Y DIV-0K DIV-0K DIV-0K DIV-0K

11.* CALCULO DE CORTANTES DE DISE;O EN LA DIRECCION Y

PRIMER PISO

MURO Vtras*> 2*.<2*< 4*7.*= 80.2 80.22> *7.<*=< 48.< 27.3< 27.3<3> =.*0 472. 2<.2= 2<.2=0> *8.83 4.=0 3.82 3.8*7> *8.83 4*2<.33 .2< .2<> 8.7< 47<.88 30.*2 30.*2*<> <.<*= 472.0= 2<.** 2<.*0=8> <.*73 48.23 27.*0 27.*0*=> =.*0 423.72 *2.2 *2.23=

*0> 0.0000 0.00 0.00 0.000**> 0.0000 0.00 0.00 0.000


ΔVy ΔV!y ΔVy"as#mi$%&



*2> 0.0000 0.00 0.00 0.000*3> 0.0000 0.00 0.00 0.000*> 0.0000 0.00 0.00 0.000*7> 0.0000 0.00 0.00 0.000*Y 7<2.7372 470=2*.00 2700.<= 2700.<882Y 7<2.7372 4*2<.87 2*8.2 2*8.2773Y *2=8.8*=< 4*80.*2 32*.32 32*.3*7Y 3=.*=07 4283.0 *<.27 *<.27*7Y <=0=.3<2 4<0*37.03 3700.3 3700.33Y 22.<*80 4*27=.= 788.3< 788.3<2<Y <=0=.3<2 4787.* 2=78.8 2=78.87<8Y 323.02*2 430373.0= *7<=. *7<=.0=Y 303.<20 20=.27 4*07.8* 20=.27

*0Y =*.73=* <.28 433=.0 <.2<**Y 323.02*2 3783.*2 4*87<0.77 3783.**8*2Y 323.02*2 4*<7.3 =08.33 =08.328*3Y 323.02*2 *088=.< 47<.3 *088=.<2

*Y 323.02*2 *<32.8 4=0*<.2* *<32.8*7Y 323.02*2 3783.*2 4*87<0.77 3783.**8*Y 382.3280 4*8<<.7 =<<.* =<<.*3<*<Y **2.22<7 37<.73 4*8*.33 37<.733*8Y 382.3280 *83=.03 4=<00.30 *83=.03**=Y 382.3280 3838.27 4*==<<.3 3838.270

SEGUNDO PISO

MURO Vtras

*> *=.22* DIV-0K 37.28 DIV-0K2> *3.=*0 DIV-0K **.*7 DIV-0K3> 8.0=3 DIV-0K **.=== DIV-0K> *.=2 DIV-0K *7.30= DIV-0K7> *.=2 DIV-0K 2=.*38 DIV-0K> <.78< DIV-0K *3.27 DIV-0K<> .82= DIV-0K **.=20 DIV-0K8> .323 DIV-0K **.03< DIV-0K=> 8.0=3 DIV-0K 7.382 DIV-0K

*0> 0.000 DIV-0K 0.000 DIV-0K**> 0.000 DIV-0K 0.000 DIV-0K*2> 0.000 DIV-0K 0.000 DIV-0K

*3> 0.000 DIV-0K 0.000 DIV-0K*> 0.000 DIV-0K 0.000 DIV-0K*7> 0.000 DIV-0K 0.000 DIV-0K*Y 730.<=8 DIV-0K **72.73 DIV-0K2Y 730.<=8 DIV-0K =.00 DIV-0K3Y **<7.383 DIV-0K **.23* DIV-0KY 30.720 DIV-0K =.** DIV-0K7Y <08.07* DIV-0K *0=.3== DIV-0KY 2<8.==* DIV-0K 28=.=3 DIV-0K<Y <08.07* DIV-0K *30*.02 DIV-0K8Y 3*8.83 DIV-0K =7.8= DIV-0K=Y 2<=3.3*7 DIV-0K 48=.8*< DIV-0K

*0Y 8.=03 DIV-0K 4*8*.7 DIV-0K**Y 3*8.83 DIV-0K 48*7.7<* DIV-0K

ΔVy ΔV!y ΔVy"as#mi$%&



*2Y 3*8.83 DIV-0K 3==.3=< DIV-0K*3Y 3*8.83 DIV-0K 42=*.=2 DIV-0K*Y 3*8.83 DIV-0K 43=.=*8 DIV-0K*7Y 3*8.83 DIV-0K 48*7.7<* DIV-0K*Y 33=2.237 DIV-0K 2=.73 DIV-0K*<Y *0*7.8* DIV-0K 48*8.38 DIV-0K*8Y 33=2.237 DIV-0K 427.2< DIV-0K*=Y 33=2.237 DIV-0K 48<8.* DIV-0K

TERCER PISO

MURO Vtras*> *=.22* 0.00 0.00 0.0002> *3.=*0 0.00 0.00 0.0003> 8.0=3 0.00 0.00 0.000> *.=2 0.00 0.00 0.0007> *.=2 0.00 0.00 0.000> <.78< 0.00 0.00 0.000<> .82= 0.00 0.00 0.0008> .323 0.00 0.00 0.000=> 8.0=3 0.00 0.00 0.000

*0> 0.000 0.00 0.00 0.000**> 0.000 0.00 0.00 0.000*2> 0.000 0.00 0.00 0.000*3> 0.000 0.00 0.00 0.000*> 0.000 0.00 0.00 0.000*7> 0.000 0.00 0.00 0.000

*Y 730.<=8 0.00 0.00 0.0002Y 730.<=8 0.00 0.00 0.0003Y **<7.383 0.00 0.00 0.000Y 30.720 0.00 0.00 0.0007Y <08.07* 0.00 0.00 0.000Y 2<8.==* 0.00 0.00 0.000<Y <08.07* 0.00 0.00 0.0008Y 3*8.83 0.00 0.00 0.000=Y 2<=3.3*7 0.00 0.00 0.000

*0Y 8.=03 0.00 0.00 0.000**Y 3*8.83 0.00 0.00 0.000*2Y 3*8.83 0.00 0.00 0.000

*3Y 3*8.83 0.00 0.00 0.000*Y 3*8.83 0.00 0.00 0.000*7Y 3*8.83 0.00 0.00 0.000*Y 33=2.237 0.00 0.00 0.000*<Y *0*7.8* 0.00 0.00 0.000*8Y 33=2.237 0.00 0.00 0.000*=Y 33=2.237 0.00 0.00 0.000

11. ) RESUMEN DE CORTANTES DE DISE;O

ΔV1y ΔV2y ΔVy(asumido)



MURONIVE'ES

( !( )(*> DIV-0K DIV-0K DIV-0K2> DIV-0K DIV-0K DIV-0K3> DIV-0K DIV-0K DIV-0K

> DIV-0K DIV-0K DIV-0K7> DIV-0K DIV-0K DIV-0K> DIV-0K DIV-0K DIV-0K<> DIV-0K DIV-0K DIV-0K8> DIV-0K DIV-0K DIV-0K=> DIV-0K DIV-0K DIV-0K

*0> DIV-0K DIV-0K DIV-0K**> DIV-0K DIV-0K DIV-0K*2> DIV-0K DIV-0K DIV-0K*3> DIV-0K DIV-0K DIV-0K*> DIV-0K DIV-0K DIV-0K*7> DIV-0K DIV-0K DIV-0K

*Y 3223.32 DIV-0K 730.<=82Y <8=0.<=0 DIV-0K 730.<=83Y 7*7.*37 DIV-0K **<7.383Y 722.2 DIV-0K 30.7207Y 0=.<03 DIV-0K <08.07*Y **2**.0=0 DIV-0K 2<8.==*<Y *088.22 DIV-0K <08.07*8Y *=2*=.* DIV-0K 3*8.83=Y 2373<.== DIV-0K 2<=3.3*7

*0Y <37.8*7 DIV-0K 8.=03**Y 3=*0.*3= DIV-0K 3*8.83*2Y 33*.3= DIV-0K 3*8.83*3Y *3*2.< DIV-0K 3*8.83*Y 20<=.707 DIV-0K 3*8.83*7Y 3=*0.*3= DIV-0K 3*8.83*Y 7=. DIV-0K 33=2.237*<Y <00.<0 DIV-0K *0*7.8**8Y 2232*.37= DIV-0K 33=2.237*=Y 208.7<8 DIV-0K 33=2.237

11. 8 DISE;O TIPICO DE MUROS

DATOS PARA EL DISEÑO:

GEOMETRI*+

MURO 'ONGUITUD",& 'TUR* 'IRE ".

*> 3.800 2.0 0.*30 0.=2> 2.<70 2.0 0.*30 0.37<73> *.00 2.0 0.*30 0.208> 3.300 2.0 0.*30 0.2=7> 3.300 2.0 0.*30 0.2=

> *.700 2.0 0.*30 0.*=7<> *.370 2.0 0.*30 0.*<77

ESPESOREECTIVO "t&

*RE* DE '*SECCION"*&=t0,



8> *.270 2.0 0.*30 0.*27=> *.00 2.0 0.*30 0.208

*0> 0.000 2.0 0.*30 0**> 0.000 2.0 0.*30 0*2> 0.000 2.0 0.*30 0*3> 0.000 2.0 0.*30 0*> 0.000 2.0 0.*30 0*7> 0.000 2.0 0.*30 0*Y 0.*30 2.0 3.770 0.*72Y 0.*30 2.0 3.770 0.*73Y 0.*30 2.0 *.<70 0.22<7Y 0.*30 2.0 2.=00 0.3<<7Y 0.*30 2.0 .300 0.77=Y 0.*30 2.0 3.*70 0.0=7<Y 0.*30 2.0 .300 0.77=8Y 0.*30 2.0 2.<00 0.37*=Y 0.*30 2.0 2.770 0.33*7

*0Y 0.*30 2.0 *.770 0.20*7**Y 0.*30 2.0 2.<00 0.37**2Y 0.*30 2.0 2.<00 0.37**3Y 0.*30 2.0 2.<00 0.37**Y 0.*30 2.0 2.<00 0.37**7Y 0.*30 2.0 2.<00 0.37**Y 0.*30 2.0 2.800 0.3*<Y 0.*30 2.0 *.70 0.2*7*8Y 0.*30 2.0 2.800 0.3*=Y 0.*30 2.0 2.800 0.3

C*RG*S *CTU*NTES

MURO C*RG* VIV* C*RG* TOT*'

*> 7088.= 0.00 7088.= DIV-0K2> 382.80 0.00 382.80 DIV-0K3> 2*2.<2 0.00 2*2.<2 DIV-0K> 3<0.7 0.00 3<0.7 DIV-0K7> 3<0.7 0.00 3<0.7 DIV-0K> 2008.80 0.00 2008.80 DIV-0K<> *80<.=2 0.00 *80<.=2 DIV-0K8> *<.00 0.00 *<.00 DIV-0K

=> *<=<.*2 0.00 *<=<.*2 DIV-0K*0> 0.00 0.00 0.00 DIV-0K**> 0.00 0.00 0.00 DIV-0K*2> 0.00 0.00 0.00 DIV-0K*3> 0.00 0.00 0.00 DIV-0K*> 0.00 0.00 0.00 DIV-0K*7> 0.00 0.00 0.00 DIV-0K*Y 303.20 <7.70 3<88.<0 3223.322Y 2803.20 0.70 33.<0 <8=0.<=03Y 2803.20 0.70 33.<0 7*7.*37Y 28**.20 <38.70 37=.<0 722.27Y 3=3.20 **8.00 7***.20 0=.<03

Y 27==.20 77*.27 3*70.7 **2**.0=0<Y 27=.20 7<<.70 323.<0 *088.22

C*RG*MUERT*

UER1*CORT*NTE



8Y 303=.20 <3.<7 3<82.=7 *=2*=.*=Y REFK REFK REFK 2373<.==

*0Y REFK REFK REFK <37.8*7**Y 0.00 0.00 0.00 3=*0.*3=*2Y 0.00 0.00 0.00 33*.3=*3Y REFK REFK REFK *3*2.<*Y 0.00 0.00 0.00 20<=.707*7Y 0.00 0.00 0.00 3=*0.*3=*Y 0.00 0.00 0.00 7=.*<Y 0.00 0.00 0.00 <00.<0*8Y 0.00 0.00 0.00 2232*.37=*=Y 0.00 0.00 0.00 208.7<8

RESISTENCI*SRESISTENCI* DE '* *'*2I'ERI* * '* COMPRESION 1)

RESISTENCI* * '* COMPRESION DE' CONCRETO 1%)

*CERO 5)

DISE2O POR COMPRESION *XI*' Y DISE2O POR CORTE

MURO 3

*> *030*.7,-2 8*2.<2<=3*0=3 O+ DIV-0K

2> *030*.7,-2 8*2.<2<=3*0=3 O+ DIV-0K3> *030*.7,-2 8*2.<2<=3*0=3 O+ DIV-0K> 80.00,-2 8*2.<2<=3*0=3 O+ DIV-0K7> 80.00,-2 8*2.<2<=3*0=3 O+ DIV-0K> *030*.7,-2 8*2.<2<=3*0=3 O+ DIV-0K<> *030*.7,-2 8*2.<2<=3*0=3 O+ DIV-0K8> *030*.7,-2 8*2.<2<=3*0=3 O+ DIV-0K=> 80.00,-2 8*2.<2<=3*0=3 O+ DIV-0K

*0> DIV-0K 8*2.<2<=3*0=3 DIV-0K DIV-0K**> DIV-0K 8*2.<2<=3*0=3 DIV-0K DIV-0K*2> DIV-0K 8*2.<2<=3*0=3 DIV-0K DIV-0K*3> DIV-0K 8*2.<2<=3*0=3 DIV-0K DIV-0K

*> DIV-0K 8*2.<2<=3*0=3 DIV-0K DIV-0K*7> DIV-0K 8*2.<2<=3*0=3 DIV-0K DIV-0K*Y 820=.73,-2 **==77.22<723* O+ =8.378=87=8<2Y <*.=<,-2 **==77.22<723* O+ *<0=8.*3<27<7=3Y *7*3<.*,-2 **=8*7.<7<80*3 O+ *=8.<372=8*<Y =*7.7,-2 **==32.=0<87==3 O+ *383.*323<37Y =*3.<,-2 **===.83<80732 O+ <=.=0<<7087Y <=3.*,-2 **==3.*380=2 O+ 2<3<<.70878*7<7<<Y 7<=0.*,-2 **===.83<80732 O+ *=2.2*0<7738Y *0<<<.,-2 **==22.00*7**<2 O+ 7<7.888880==Y REFK **==*3.22<07< REFK <*00.7*288<8

*0Y REFK **=<7.*20230 REFK 3=02.30=<0<2**Y 0.00,-2 **==22.00*7**<2 O+ ****3.702<===2

ESDUER1O*CTU*NTE

ESUER1O*DMISI'E

ESUER1OCORT*NTE*CTU*NTE

ϐ_ a

F_a ϐ_a F_a _



*2Y 0.00,-2 **==22.00*7**<2 O+ *230.02<0<37=7*3Y REFK **==22.00*7**<2 REFK 0<<<.*000*33*Y 0.00,-2 **==22.00*7**<2 O+ 7=**7.3==8*==<*7Y 0.00,-2 **==22.00*7**<2 O+ ****3.702<===2*Y 0.00,-2 **==28.02==8<707 O+ *2800.<2=**80*<Y 0.00,-2 **=<=2.<<7*2228 O+ 2*=*.=8<===<*8Y 0.00,-2 **==28.02==8<707 O+ *322.*8==<8*=Y 0.00,-2 **==28.02==8<707 O+ **77<3.0*780*82

SECCION DE CO'UMN* DE *M*RRE Y VIG* SO'ER*

MURO V $is45% 9 A%/2 209/

*> DIV-0K 0.*30 DIV-0K 20

2> DIV-0K 0.*30 DIV-0K 20

3> DIV-0K 0.*30 DIV-0K 20

> DIV-0K 0.*30 DIV-0K 20

7> DIV-0K 0.*30 DIV-0K 20

> DIV-0K 0.*30 DIV-0K 20<> DIV-0K 0.*30 DIV-0K 20

8> DIV-0K 0.*30 DIV-0K 20

=> DIV-0K 0.*30 DIV-0K 20

*0> DIV-0K 0.*30 DIV-0K 20

**> DIV-0K 0.*30 DIV-0K 20

*2> DIV-0K 0.*30 DIV-0K 20

*3> DIV-0K 0.*30 DIV-0K 20

*> DIV-0K 0.*30 DIV-0K 20

*7> DIV-0K 0.*30 DIV-0K 20

*Y 3223.32 3.770 2002.70 <*00

2Y <8=0.<=0 3.770 =0.0 <*00

3Y 7*7.*37 *.<70 280.2 3700

Y 722.2 2.=00 33.<< 7800

7Y 0=.<03 .300 2<78.*0 800

Y **2**.0=0 3.*70 =.2< 300

<Y *088.22 .300 <.=8 800

8Y *=2*=.* 2.<00 **=3.7 700

=Y 2373<.== 2.770 **.87 7*00

*0Y <37.8*7 *.770 *.8* 3*00

**Y 3=*0.*3= 2.<00 228.<2 700

〖〗 =(0.9/√ ^′_ (

) )*V> 20*t



*2Y 33*.3= 2.<00 2=.00 700

*3Y *3*2.< 2.<00 888.=* 700

*Y 20<=.707 2.<00 *288.< 700

*7Y 3=*0.*3= 2.<00 228.<2 700

*Y 7=. 2.800 28=.38 700

*<Y <00.<0 *.70 2=*.= 3300

*8Y 2232*.37= 2.800 *38.2= 700

*=Y 208.7<8 2.800 2*2.<* 700

ESTRIOS EN 1ON* DE CONIN*MIENTO

MURO V $is45% $ *VS"cm&

*> DIV-0K DIV-0K *.2 DIV-0K2> DIV-0K DIV-0K *.2 DIV-0K3> DIV-0K DIV-0K *.2 DIV-0K> DIV-0K DIV-0K *.2 DIV-0K7> DIV-0K DIV-0K *.2 DIV-0K> DIV-0K DIV-0K *.2 DIV-0K<> DIV-0K DIV-0K *.2 DIV-0K8> DIV-0K DIV-0K *.2 DIV-0K=> DIV-0K DIV-0K *.2 DIV-0K

*0> DIV-0K DIV-0K *.2 DIV-0K**> DIV-0K DIV-0K *.2 DIV-0K*2> DIV-0K DIV-0K *.2 DIV-0K

*3> DIV-0K DIV-0K *.2 DIV-0K*> DIV-0K DIV-0K *.2 DIV-0K*7> DIV-0K DIV-0K *.2 DIV-0K*Y 3223.32 NAME *.2 NAME2Y <8=0.<=0 NAME *.2 NAME3Y 7*7.*37 NAME *.2 NAMEY 722.2 NAME *.2 NAME7Y 0=.<03 NAME *.2 NAMEY **2**.0=0 NAME *.2 NAME<Y *088.22 NAME *.2 NAME8Y *=2*=.* NAME *.2 NAME=Y

2373<.== NAME *.2 NAME*0Y <37.8*7 NAME *.2 NAME**Y 3=*0.*3= NAME *.2 NAME*2Y 33*.3= NAME *.2 NAME*3Y *3*2.< NAME *.2 NAME*Y 20<=.707 NAME *.2 NAME*7Y 3=*0.*3= NAME *.2 NAME*Y 7=. NAME *.2 NAME*<Y <00.<0 NAME *.2 NAME*8Y 2232*.37= NAME *.2 NAME*=Y 208.7<8 NAME *.2 NAME



RAL Y DISEÑO DE EDIFICACIÓN DE ALBAÑILERÍA

SO 8A S)FACTOR DE SUELOE IMPORTANCIA R) COEFICIENTE DE REDUCCIÓN DELIFICACION SISMICA +) ;USC-R

DENSIDAD DE MUROS#'<m> ,?@ '>,@$CIÓN Y EB X= 0.032 0.014

t= 0.23 mEB Y= 0.045 0.015

DENSIDAD DE MUROS#'<m> N@m> E.0)0$EB X= 0.032 0.020

EB Y= 0.045 0.020



RIMER PISO

P. A7>?. T,F P@ P>>H. TOTAL TOTALALIGER. P>>Ht@ C>&.Mt> C>&.+,>

#%&$ SN #%&$ #%&$ #%&$2.00 S 2*.00 303.20 <7.703.00 S 2*.00 2803.20 0.703.00 S 2*.00 2803.20 0.7022.00 N 0.00 28**.20 <38.707.00 S 2*.00 3=3.20 **8.003*7.00 S 2*.00 27==.20 77*.27330.00 S 2*.00 27=.20 7<<.7027.00 S 2*.00 303=.20 <3.<7

RIMER PISO

P. A7>?. T,F P@ P>>H. TOTAL TOTALALIGER. P>>Ht@ C>&.Mt> C>&.+,>

#%&$ SN #%&$ #%&$ #%&$0.00 S 2*.00 *33=.20 0.000.00 S 2*.00 *33=.20 0.000.00 S 2*.00 *33=.20 0.000.00 N 0.00 **23.20 0.000.00 N 0.00 **23.20 0.000.00 S 2*.00 *33=.20 0.000.00 S 2*.00 *33=.20 0.000.00 S 2*.00 *33=.20 0.000.00 N 0.00 **23.20 0.00



PESO PESO TOTAL TOTAL PESO TOTAL

ACA"ADOS PARAPETOS CAR. MUERTA CARGA +I+A

830.00 0 =0*.70 *72.00 <3<73.70830.00 *2*08.= 8*<*0. 3**.00 882.

1**08 12108.9* 151311.9*48 )2** 1585)).9*

LA CORTANTE PARA F!', +,

0.000 0.000.000 0.000.000 0.000 V3

3273=.78 3273=.78 V2*3.702 <003.070 V*)4003.050 V"

PISO 1RIGIDECES DE MUROS EN LA DIRECCIÓN X

3#-$ 4#-$J3 3#-$K4#-$J3 %Em

23.3<0 *.8=< *.00<< 2.=027 0.0823.3<0 2.*82 2.78= 7.2<<0 0.02*=.720 .7000 *3.7000 *8.0000 0.00<2*=.720 2.*8*8 *.738< 3.<207 0.03=*.<0 2.*8*8 *.738< 3.<207 0.03=**.820 .8000 *.380 2*.*80 0.00*=.*30 7.3333 22.< 2<.8080 0.00<



.080 7.<00 28.3** 3.0<* 0.0038.080 .7000 *3.7000 *8.0000 0.00<2**.=30 DIV-0K DIV-0K DIV-0K DIV-0K**.=30 DIV-0K DIV-0K DIV-0K DIV-0K=.030 DIV-0K DIV-0K DIV-0K DIV-0K=.030 DIV-0K DIV-0K DIV-0K DIV-0K.0<0 DIV-0K DIV-0K DIV-0K DIV-0K3.*20 DIV-0K DIV-0K DIV-0K DIV-0K

2*.<0 77.38 27*8.8 2722.27*3 0.000*2*.<0 77.38 27*8.8 2722.27*3 0.000**<.30 77.38 27*8.8 2722.27*3 0.000**8.000 77.38 27*8.8 2722.27*3 0.000**.*70 77.38 27*8.8 2722.27*3 0.0002*3.7<0 77.38 27*8.8 2722.27*3 0.000**.*70 77.38 27*8.8 2722.27*3 0.0002<.00 77.38 27*8.8 2722.27*3 0.000*

*0.<0 77.38 27*8.8 2722.27*3 0.000*

<.020 77.38 27*8.8 2722.27*3 0.000*<.00 77.38 27*8.8 2722.27*3 0.000*.70 77.38 27*8.8 2722.27*3 0.000*.70 77.38 27*8.8 2722.27*3 0.000*.7 77.38 27*8.8 2722.27*3 0.000*.7 77.38 27*8.8 2722.27*3 0.000**.70 77.38 27*8.8 2722.27*3 0.000**.080 77.38 27*8.8 2722.27*3 0.000**.7 77.38 27*8.8 2722.27*3 0.000**.7 77.38 27*8.8 2722.27*3 0.000*

DI+0

PISO 2RIGIDECES DE MUROS EN LA DIRECCIÓN X

3#-$ 4#-$J3 3#-$K4#-$J3 %Em23.3<0 *.=< *.*3= 3.**3 0.0*823.3<0 2.<2< 3.007 7.<33 0.022<*=.720 .88 *7.27= *=.= 0.007*=.720 2.2<3 *.<3= .0*2 0.032*.<0 2.2<3 *.<3= .0*2 0.032**.820 7.000 *8.7*= 23.7*= 0.0077

=.*30 7.77 27.03 30.=78 0.002.080 .000 32.000 38.000 0.003.080 .88 *7.27= *=.= 0.007**.=30 DIV-0K DIV-0K DIV-0K DIV-0K**.=30 DIV-0K DIV-0K DIV-0K DIV-0K=.030 DIV-0K DIV-0K DIV-0K DIV-0K=.030 DIV-0K DIV-0K DIV-0K DIV-0K.0<0 DIV-0K DIV-0K DIV-0K DIV-0K3.*20 DIV-0K DIV-0K DIV-0K DIV-0K

2*.<0 7<.=2 28<.883 28707.7< 0.000*2*.<0 7<.=2 28<.883 28707.7< 0.000**<.30 7<.=2 28<.883 28707.7< 0.000*

*8.000 7<.=2 28<.883 28707.7< 0.000**.*70 7<.=2 28<.883 28707.7< 0.0002



*3.7<0 7<.=2 28<.883 28707.7< 0.000**.*70 7<.=2 28<.883 28707.7< 0.0002<.00 7<.=2 28<.883 28707.7< 0.000*

*0.<0 7<.=2 28<.883 28707.7< 0.000*<.020 7<.=2 28<.883 28707.7< 0.000*<.00 7<.=2 28<.883 28707.7< 0.000*.70 7<.=2 28<.883 28707.7< 0.000*.70 7<.=2 28<.883 28707.7< 0.000*.7 7<.=2 28<.883 28707.7< 0.000*.7 7<.=2 28<.883 28707.7< 0.000**.70 7<.=2 28<.883 28707.7< 0.000**.080 7<.=2 28<.883 28707.7< 0.000**.7 7<.=2 28<.883 28707.7< 0.000**.7 7<.=2 28<.883 28707.7< 0.000*

DI+0

PISO 3 RIGIDECES DE MUROS EN LA DIRECCIÓN X 3#-$ 4#-$J3 3#-$K4#-$J3 %Em

23.3<0 *.=< *.*3= 3.**3 0.0*823.3<0 2.<2< 3.007 7.<33 0.022<*=.720 .88 *7.27= *=.= 0.007*=.720 2.2<3 *.<3= .0*2 0.032*.<0 2.2<3 *.<3= .0*2 0.032**.820 7.000 *8.7*= 23.7*= 0.0077=.*30 7.77 27.03 30.=78 0.002.080 .000 32.000 38.000 0.003.080 .88 *7.27= *=.= 0.007

**.=30 DIV-0K DIV-0K DIV-0K DIV-0K**.=30 DIV-0K DIV-0K DIV-0K DIV-0K=.030 DIV-0K DIV-0K DIV-0K DIV-0K=.030 DIV-0K DIV-0K DIV-0K DIV-0K.0<0 DIV-0K DIV-0K DIV-0K DIV-0K3.*20 DIV-0K DIV-0K DIV-0K DIV-0K

2*.<0 7<.=2 28<.883 28707.7< 0.000*2*.<0 7<.=2 28<.883 28707.7< 0.000**<.30 7<.=2 28<.883 28707.7< 0.000**8.000 7<.=2 28<.883 28707.7< 0.000**.*70 7<.=2 28<.883 28707.7< 0.0002*3.7<0 7<.=2 28<.883 28707.7< 0.000**.*70 7<.=2 28<.883 28707.7< 0.0002<.00 7<.=2 28<.883 28707.7< 0.000*

*0.<0 7<.=2 28<.883 28707.7< 0.000*<.020 7<.=2 28<.883 28707.7< 0.000*<.00 7<.=2 28<.883 28707.7< 0.000*.70 7<.=2 28<.883 28707.7< 0.000*.70 7<.=2 28<.883 28707.7< 0.000*.7 7<.=2 28<.883 28707.7< 0.000*.7 7<.=2 28<.883 28707.7< 0.000**.70 7<.=2 28<.883 28707.7< 0.000**.080 7<.=2 28<.883 28707.7< 0.000*

*.7 7<.=2 28<.883 28707.7< 0.000**.7 7<.=2 28<.883 28707.7< 0.000*



DI+0

.#%Em$ #%Em$*.0<3 0.00020 PISO 10.7<7<2 0.000 X7= *.450.*0=8 0.000*7 Y7= DI+00.820 0.0007*0.7<7= 0.0002*0.0<27 0.000*00.028 0.0000=0.02320 0.000080.03=* 0.0002=

DIV-0K 0.00000DIV-0K 0.00000DIV-0K 0.00000DIV-0K 0.00000DIV-0K 0.00000DIV-0K 0.000000.00302 0.003*=0.00302 0.23*<0.00*2* 0.02<2=0.0020< 0.*22=0.002* 0.003=

0.00*= 0.*330.002* 0.3272=0.0008* 0.00*=00.00*0 0.238*20.0003 0.0<7220.0008* 0.330<00.00070 0.*30.00070 0.20<270.00070 0.23=300.00070 0.330<00.000*8 0.*772<

0.0000< 0.080<0.000*8 0.27<30.000*8 0.377<7DI+0 3.3083)

3P@ P P. P.2*3.080 *.370 23.3<0 288*.008 =8<3.70*7. .220 23.3<0 7*<.38 30=2.28

8=8.7 2.330 *=.720 20=3.7 *<73=.8=**873.28 3.=00 *=.720 <22<.<=2 3*<.02



*873.28 *.00 *.<0 2=7.28 30723.72282. *.00 **.820 *3<.80 ==7<.*8

<78.* *.00 =.*30 *2*3.07 =22.00*<02 *.00 .080 **23.200 28.*0

8=8.7 .00 .080 *33.3< 73.270 <.00 **.=30 0.000 0.0000 *0.000 **.=30 0.000 0.0000 <.00 =.030 0.000 0.0000 *0.000 =.030 0.000 0.0000 *2.00 .0<0 0.000 0.0000 <.00 3.*20 0.000 0.000

*==3.8 0.080 2*.<0 *7=.= 280.3*0*==3.8 7.=30 2*.<0 **822.722 280.3*0

=82.8 3.030 *<.30 2=<<.88 *<*30.20*28. 7.=30 *8.000 =7<.837 2=3*7.7202*.88 0.080 *.*70 *=3.*=0 3*<0.772*<=.0 .80 *3.7<0 <=27.2== 2007.8<3

2*.88 7.=30 *.*70 *320.238 3*<0.772*7*.32 0.080 <.00 *2*.30 **72.032*32.08 **.280 *0.<0 **73.82 *==3.8<88<0.8 **.280 <.020 =8*=.0* **0.<<0*7*.32 *3.=30 <.00 2**22.338 **72.032*7*.32 .080 .70 =2*=.22 <070.888*7*.32 8.<30 .70 *323<.< <070.888*7*.32 *0.080 .70 *728.70 <070.888*7*.32 *3.=30 .70 2**22.338 <070.888*7<2.8 .080 *.70 =70.<8 27=.7=2=2. 8.<30 *.080 808=.7< *000.<<*

*7<2.8 *0.080 *.70 *7870.7=8 27=.7=2

*7<2.8 *3.=30 *.70 2*=0. 27=.7=241)2*.880 238044.550 502358.220

X2 #%Em$X2 27.==8 0.003= DIV-0K.=773 0.0007 DIV-0K

*.=*= 0.00** DIV-0K.82 0.0008 DIV-0K23.83 0.003* DIV-0K23.83 0.00* DIV-0K23.83 0.00*3 DIV-0K23.83 0.00*2 DIV-0K3.0<= 0.0002 DIV-0K0.=*00 0.0000 DIV-0K*2.307 0.0000 DIV-0K0.=*00 0.0000 DIV-0K*2.307 0.0000 DIV-0K3<.8<*0 0.0000 DIV-0K

0.=*00 0.0000 DIV-0K0.72< *.*0 DIV-0K



0.23 0.0*0 DIV-0K**.= 0.*07* DIV-0K0.23 0.00<3 DIV-0K0.72< 2.223* DIV-0K3.87 0.*23= DIV-0K0.23 0.0* DIV-0K0.72< 0.=2* DIV-0K23.3<0 0.=33 DIV-0K23.3<0 0.*778 DIV-0K7.00= *.32=< DIV-0K0.*30 0.0032 DIV-0K7.2* 0.*238 DIV-0K*3.2077 0.3*37 DIV-0K7.00= *.32=< DIV-0K0.*30 0.003 DIV-0K7.2* 0.00< DIV-0K*3.2077 0.33<2 DIV-0K

7.00= *.30 DIV-0KDI+0

PISO 3DESCRIPCION +ALORES

V?/3 0.000V5/3 0.000

F?/3 0.000

F5/3 0.000>% 7.<0Y% *2.0>%( .7Y%( DIV-0K? *5 23.7

J/* DIV-0KP#$ N!#' 0.00

C? 2.370C5 *.00T? 0.0<T5 0.0<

M9?* DIV-0KM9?2 DIV-0KM95* 0M952 0

40.<

DIV-0K

2.37

*.

#?

#5

#&%%?

#&%%5



DIRECCION X DIRECCION Y

DIV-0K DIV-0K 4*7.*= 80.2DIV-0K DIV-0K 48.< 27.3<DIV-0K DIV-0K 472. 2<.2=DIV-0K DIV-0K 4.=0 3.82DIV-0K DIV-0K 4*2<.33 .2<DIV-0K DIV-0K 47<.88 30.*2

DIV-0K DIV-0K 472.0= 2<.**DIV-0K DIV-0K 48.23 27.*0DIV-0K DIV-0K 423.72 *2.2DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 470=2*.00 2700.<=DIV-0K DIV-0K 4*2<.87 2*8.2DIV-0K DIV-0K 4*80.*2 32*.32DIV-0K DIV-0K 4283.0 *<.27DIV-0K DIV-0K 4<0*37.03 3700.3DIV-0K DIV-0K 4*27=.= 788.3<DIV-0K DIV-0K 4787.* 2=78.8DIV-0K DIV-0K 430373.0= *7<=.DIV-0K DIV-0K 20=.27 4*07.8*DIV-0K DIV-0K <.28 433=.0DIV-0K DIV-0K 3783.*2 4*87<0.77DIV-0K DIV-0K 4*<7.3 =08.33DIV-0K DIV-0K *088=.< 47<.3DIV-0K DIV-0K *<32.8 4=0*<.2*

DIV-0K DIV-0K 3783.*2 4*87<0.77DIV-0K DIV-0K 4*8<<.7 =<<.*DIV-0K DIV-0K 37<.73 4*8*.33DIV-0K DIV-0K *83=.03 4=<00.30DIV-0K DIV-0K 3838.27 4*==<<.3


ΔVx ΔV2x ΔV1y ΔV2y




DIV-0K DIV-0K DIV-0K 37.28DIV-0K DIV-0K DIV-0K **.*7DIV-0K DIV-0K DIV-0K *2.00DIV-0K DIV-0K DIV-0K *7.3*DIV-0K DIV-0K DIV-0K 2=.*DIV-0K DIV-0K DIV-0K *3.2DIV-0K DIV-0K DIV-0K **.=2DIV-0K DIV-0K DIV-0K **.0DIV-0K DIV-0K DIV-0K 7.38DIV-0K DIV-0K DIV-0K 0.00DIV-0K DIV-0K DIV-0K 0.00DIV-0K DIV-0K DIV-0K 0.00DIV-0K DIV-0K DIV-0K 0.00DIV-0K DIV-0K DIV-0K 0.00DIV-0K DIV-0K DIV-0K 0.00DIV-0K DIV-0K DIV-0K **72.7DIV-0K DIV-0K DIV-0K =.0

DIV-0K DIV-0K DIV-0K **.23DIV-0K DIV-0K DIV-0K =.*2DIV-0K DIV-0K DIV-0K *0=.0DIV-0K DIV-0K DIV-0K 28=.=DIV-0K DIV-0K DIV-0K *30*.03DIV-0K DIV-0K DIV-0K =7.8<DIV-0K DIV-0K DIV-0K 48=.82DIV-0K DIV-0K DIV-0K 4*8*.77DIV-0K DIV-0K DIV-0K 48*7.7<DIV-0K DIV-0K DIV-0K 3==.0DIV-0K DIV-0K DIV-0K 42=*.=DIV-0K DIV-0K DIV-0K 43=.=2

DIV-0K DIV-0K DIV-0K 48*7.7<DIV-0K DIV-0K DIV-0K 2=.7DIV-0K DIV-0K DIV-0K 48*8.DIV-0K DIV-0K DIV-0K 427.28DIV-0K DIV-0K DIV-0K 48<8.*


DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00

DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00




DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00

DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00DIV-0K DIV-0K 0.00 0.00

Vx"$is45%& *7s%rci89DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K

DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K



DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K

DIV-0K

Vx"$is45%& E *SORCIONDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K

DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K

DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K

DIV-0K



Vx"$is45%& E *SORCIONDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K


DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K

DIV-0K

Vy"$is45%& DE *SORCION

*0*.= 0.*38*.08 0.073.3 0.0=73.80 0.0<387.*3* 0.**738.= 0.0723.82 0.0<32.2 0.02*.387 0.02=

0.000 0.0000.000 0.000



0.000 0.0000.000 0.0000.000 0.0000.000 0.000

3223.32 3.7<0<8=0.<=0 *0.37*7.*37 .*0*722.2 <.32<0=.<03 0.0****2**.0=0 *7.*=*088.22 *.8*=2*=.* 27.=<*2373<.== 3*.80<<37.8*7 *0.083=*0.*3= 72.833*.3= 7.873*3*2.< *=.3*

20<=.707 28.03=3=*0.*3= 72.87=. .2=<00.<0 .3722232*.37= 30.*3208.7<8 7.8<

8.7*7



DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K



DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K

DIV-0K


*=.22* 0.02*3.=*0 0.0*=8.0=3 0.0**

*.=2 0.023*.=2 0.023<.78< 0.0*0.82= 0.00=.323 0.00=8.0=3 0.0**0.000 0.0000.000 0.0000.000 0.0000.000 0.0000.000 0.0000.000 0.000

730.<=8 <.2*<730.<=8 <.2*<**<7.383 *.78830.720 .=*=<08.07* *0.0*02<8.==* 7.<82<08.07* *0.0*03*8.83 .2772<=3.3*7 3.<<78.=03 *.*<*3*8.83 .2773*8.83 .277

3*8.83 .2773*8.83 .2773*8.83 .27733=2.237 .78*0*7.8* *.3<233=2.237 .7833=2.237 .78

=2.83



0.3* 0.7=0.* 0.2270.0 0.00.2 0.38=0.2 0.38=

0.07 0.03<0.0 0.02<

MODU'O DESECCION

"S&="t0",:!&&/;

MOMENTODE

INERCI*"I&=S0",/!&



0.03 0.02*0.0 0.00.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.00 0.0000.0* 0.00*0.0* 0.00*0.00 0.0000.0* 0.00*0.0* 0.00*0.0* 0.00*0.0* 0.00*0.0* 0.0000.0* 0.000

0.00 0.0000.0* 0.0000.0* 0.0000.0* 0.0000.0* 0.0000.0* 0.0000.0* 0.00*0.00 0.0000.0* 0.00*0.0* 0.00*

DIV-0KDIV-0KDIV-0KDIV-0KDIV-0KDIV-0KDIV-0KDIV-0K

DIV-0KDIV-0KDIV-0KDIV-0KDIV-0KDIV-0KDIV-0K

*20=.3*72=73<.0<<*=0*.20<202=<.=

*237.=27

*=7.<3082.30=

MOMENTO"<-m&



<*=3.=88*08.232<833.===

*383.3*2*3.27737<.02<<<<0.20

*383.3*<*.<**<7=.0<8377.0<<

*7<<2.7

00000.00,-2

2*00000.00,-2 2*0

2000000.00,-2 200

3

Vm > ))???*030*.7,-2 *87.0<= O+ DIV-0K *877.<=

*030*.7,-2 *87.0<= O+ DIV-0K *877.<=*030*.7,-2 *87.0<= O+ DIV-0K *877.<=80.00,-2 *77<.0000 O+ DIV-0K *77.00080.00,-2 *77<.0000 O+ DIV-0K *77.000*030*.7,-2 *87.0<= O+ DIV-0K *877.<=*030*.7,-2 *87.0<= O+ DIV-0K *877.<=*030*.7,-2 *87.0<= O+ DIV-0K *877.<=80.00,-2 *77<.0000 O+ DIV-0K *77.000

DIV-0K DIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0K DIV-0K

DIV-0K DIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0K DIV-0K

7=.*7,-2 **88.<= O+ O+ **88.*=0<.**,-2 *0=7.*3=* O+ O+ *0=.73=*

*232*.<,-2 22*=.<*7 O+ O+ 22*=.**7<7.<,-2 *3.0*<7 O+ O+ *33.*<7<08=.80,-2 *2<<.= O+ O+ *2<<.33<.27,-2 **.3077 O+ O+ **3.<077<7<.0<,-2 878.0<*= O+ O+ 87<.<*=878.=,-2 *70.3* O+ O+ *77=.<*

REFK REFK REFK REFK REFK

REFK REFK REFK REFK REFK0.00,-2 *.8000 O+ O+ *.2000

ESUER1O CORT*NTE*DMISI'E P*R*

MORTERO CON C*'

ESUER1O CO*DMISI'E

MORTERO SI

_

_

ϐ_d _

_



0.00,-2 *.8000 O+ O+ *.2000REFK REFK REFK REFK REFK

0.00,-2 *.8000 O+ O+ *.20000.00,-2 *.8000 O+ O+ *.20000.00,-2 *.8000 O+ O+ *.20000.00,-2 *.8000 O+ O+ *.20000.00,-2 *.8000 O+ O+ *.20000.00,-2 *.8000 O+ O+ *.2000

A% 209 A% &$! '"CM&

DIV-0K DIV-0K DIV-0K DIV-0K *





DIV-0K DIV-0K DIV-0K DIV-0K *DIV-0K DIV-0K DIV-0K DIV-0K *









NO CUMPLE <*00.00 *0.<7 NAME *

NO CUMPLE <*00.00 2.3 NAME *

NO CUMPLE 3700.00 *.7* NAME *

NO CUMPLE 7800.00 *.8* NAME *

NO CUMPLE 800.00 *.80 NAME *

NO CUMPLE 300.00 3.< NAME *

NO CUMPLE 800.00 3.2 NAME *

NO CUMPLE 700.00 .* NAME *

NO CUMPLE 7*00.00 <.87 NAME *

NO CUMPLE 3*00.00 2.8 NAME *

NO CUMPLE 700.00 *3.0 NAME *

*s. *CEROEN VIG*

SO'ER*"cm&

N@ DECO'UMN*S *

UTI'I1*R



NO CUMPLE 700.00 *. NAME *

NO CUMPLE 700.00 .<< NAME *

NO CUMPLE 700.00 .=2 NAME *

NO CUMPLE 700.00 *3.0 NAME *


NO CUMPLE 3300.00 *.7< NAME *

NO CUMPLE 700.00 <. NAME *


Smax S a #ti,iAar' c%9B9ami49t% s4ra

'c=!0$ 'c"cm&

DIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0K

DIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K DIV-0K

NAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAMENAME NAME NAME NAME



FUER;A SISMICA

N-*0 POR SER CASA DOS PISOSO.%.

O.%.

O.%.

O.%.



&E. A7t. P@ E. A7t. P@ E. A7t. E. Am.C>&.Mt> C>&.+,> T@t> EF M@ CEUEO

#%&7m2$ #%&7m2$ #%&7m2$ #%&7m2$2.3 0.7< 2.=* 8. O.%.2.* 0.= 2.7 8. O.%.2.* 0.= 2.7 8. O.%.2.* 0.7< 2.<3 8. O.%.3.07 0.88 3.=3 8. O.%.2.00 0.2 2.2 8. O.%.2.07 0. 2.= 8. O.%.2.3 0.7< 2.=* 8. O.%.

E. A7t. P@ E. A7t. P@ E. A7t. E. Am.C>&.Mt> C>&.+,> T@t> EF M@ CEUEO

#%&7m2$ #%&7m2$ #%&7m2$ #%&7m2$*.03 0.00 *.03 8. O.%.*.03 0.00 *.03 8. O.%.*.03 0.00 *.03 8. O.%.0.8 0.00 0.8 8. O.%.0.8 0.00 0.8 8. O.%.*.03 0.00 *.03 8. O.%.*.03 0.00 *.03 8. O.%.*.03 0.00 *.03 8. O.%.0.8 0.00 0.8 8. O.%.



CALCULO DE CORTARIGIDECES DE MUROS EN LA DIRECCIÓN Y DIRECCION X

3#-$ 4#-$J3 3#-$K4#-$J3 %Em +,#%,/%,$ QA?@7,<F

77.38 27*8.8 2722.27*3 0.0002 DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.000* DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.000* DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.000* DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.000* DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.000* DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.000* DIV-0K DIV-0K



77.38 27*8.8 2722.27*3 0.0000 DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.000* DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.0000 DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.0000 DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.0000 DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.0000 DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.0000 DIV-0K DIV-0K77.38 27*8.8 2722.27*3 0.0000 DIV-0K DIV-0K2.0282 *.230 3.2* 0.03=8 DIV-0K DIV-0K2.0282 *.230 3.2* 0.03=8 DIV-0K DIV-0K.**3 *0.3*< *.3*= 0.00=0 DIV-0K DIV-0K2.828 2.2<3 .<700 0.02< DIV-0K DIV-0K*.< 0.=77 2.3== 0.07= DIV-0K DIV-0K2.287< *.<=* .07= 0.032* DIV-0K DIV-0K*.< 0.=77 2.3== 0.07= DIV-0K DIV-0K2.< 2.80=3 7.<0 0.023< DIV-0K DIV-0K2.8237 3.338 .*78 0.02** DIV-0K DIV-0K

.72 *.8=0 *=.=2 0.00< DIV-0K DIV-0K2.< 2.80=3 7.<0 0.023< DIV-0K DIV-0K2.< 2.80=3 7.<0 0.023< DIV-0K DIV-0K2.< 2.80=3 7.<0 0.023< DIV-0K DIV-0K2.< 2.80=3 7.<0 0.023< DIV-0K DIV-0K2.< 2.80=3 7.<0 0.023< DIV-0K DIV-0K2.7<* 2.7*=0 7.0=0 0.0277 DIV-0K DIV-0K.33 *2.30=7 *.<32 0.00<8 DIV-0K DIV-0K2.7<* 2.7*=0 7.0=0 0.0277 DIV-0K DIV-0K2.7<* 2.7*=0 7.0=0 0.0277 DIV-0K DIV-0K

0.5132 DI+0

CALCULO DE CORTARIGIDECES DE MUROS EN LA DIRECCIÓN Y DIRECCION X

3#-$ 4#-$J3 3#-$K4#-$J3 %Em +,#%,/%,$ QA?@7,<F

7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K

7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K2.**2< *.3=< 3.70=< 0.03<0 DIV-0K DIV-0K2.**2< *.3=< 3.70=< 0.03<0 DIV-0K DIV-0K.287< **.2 *7.=<7 0.0082 DIV-0K DIV-0K

2.782 2.73 7.*88 0.0272 DIV-0K DIV-0K*.<2 0.<8 2.7303 0.07* DIV-0K DIV-0K



2.38*0 2.000 .380 0.02=< DIV-0K DIV-0K*.<2 0.<8 2.7303 0.07* DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.=*2 3.<= .<*07 0.0*= DIV-0K DIV-0K.838< *.<8 2*.223 0.000 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<8 2.8< 7.727< 0.0237 DIV-0K DIV-0K.777 *3.=*3 *8.78< 0.00<0 DIV-0K DIV-0K2.<8 2.8< 7.727< 0.0237 DIV-0K DIV-0K2.<8 2.8< 7.727< 0.0237 DIV-0K DIV-0K

0.4)5 DI+0

CALCULO DE CORTARIGIDECES DE MUROS EN LA DIRECCIÓN Y DIRECCION X3#-$ 4#-$J3 3#-$K4#-$J3 %Em +,#%,/%,$ QA?@7,<F

7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.000* DIV-0K DIV-0K

7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K7<.=23 28<.883 28707.7<78 0.0000 DIV-0K DIV-0K2.**2< *.3=< 3.70=< 0.03<0 DIV-0K DIV-0K2.**2< *.3=< 3.70=< 0.03<0 DIV-0K DIV-0K.287< **.2 *7.=<7 0.0082 DIV-0K DIV-0K2.782 2.73 7.*88 0.0272 DIV-0K DIV-0K*.<2 0.<8 2.7303 0.07* DIV-0K DIV-0K2.38*0 2.000 .380 0.02=< DIV-0K DIV-0K*.<2 0.<8 2.7303 0.07* DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.=*2 3.<= .<*07 0.0*= DIV-0K DIV-0K.838< *.<8 2*.223 0.000 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<<<8 3.*<7 7.=73* 0.02*8 DIV-0K DIV-0K2.<8 2.8< 7.727< 0.0237 DIV-0K DIV-0K.777 *3.=*3 *8.78< 0.00<0 DIV-0K DIV-0K

2.<8 2.8< 7.727< 0.0237 DIV-0K DIV-0K2.<8 2.8< 7.727< 0.0237 DIV-0K DIV-0K



0.4)5 DI+0

PISO 1X7m= 5.)0

Y7m= 12.04



3

O+ DIV-0K

O+ DIV-0KO+ DIV-0KO+ DIV-0KO+ DIV-0KO+ DIV-0KO+ DIV-0KO+ DIV-0KO+ DIV-0K

DIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0KDIV-0K DIV-0K

DIV-0K DIV-0KDIV-0K DIV-0K

O+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLE

REFK REFK

REFK REFKO+ NO CUMPLE

RT*NTEP*R*N C*'

Vm >!???

V_a _



O+ NO CUMPLEREFK REFK

O+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLEO+ NO CUMPLE

*smi9 sF a #ti,iAa

DIV-0K DIV-0K DIV-0K 1.00 DIV-0K DIV-0K

DIV-0K DIV-0K DIV-0K 2 DIV-0K DIV-0K




DIV-0K DIV-0K DIV-0K 2 DIV-0K DIV-0KDIV-0K DIV-0K DIV-0K 2 DIV-0K DIV-0K









NAME NAME NAME 5 3<.2 NAME

NAME NAME NAME 2 8.=8 NAME

NAME NAME NAME 1 8.2 NAME


NAME NAME NAME <8.2 NAME

NAME NAME NAME 2 *20.<3 NAME

NAME NAME NAME ! **<.0 NAME

NAME NAME NAME ! 20.=8 NAME

NAME NAME NAME 2 273.= NAME


NAME NAME NAME 4 2*.* NAME

' a#ti,iAar

*S a#ti,iAar

*CERO %rCO'UMN*

*sF =*CERO ENCO'UMN*

DE *M*RRE

" 5/#$" 5/#$" 1/2$

" 1/2$" 5/#$

" 1/2$" 1/2$

" 1/2$" 1/2$" 5/#$" 5/#$

" 1/2$

" 1/2$" 1/2$

" 1/2$" 1/2$

" 1/2$

" 1/2$" 1/2$

" 5/#$

" 1/2$

" 1/2$" 1/2$

" 1/2$" 1/2$

" 1/2$

" 1/2$



NAME NAME NAME 1 .7 NAME

NAME NAME NAME 2 *7.* NAME

NAME NAME NAME 1 223. NAME

NAME NAME NAME 4 2*.* NAME

NAME NAME NAME 1 70.*8 NAME




" 1/2$" 1/2$

" 5/#$" 1/2$

" 1/2$

" 1/2$" 1/2$

" 1/2$



TES DE TRASLACIONDIRECCION Y

+,#%,/%,$ QA?@7,<F

2*.<2*< 0.03Q*7.<*=< 0.02Q=.*0 0.0*Q*8.83 0.03Q*8.83 0.03Q8.7< 0.0*Q<.<*= 0.0*Q



<.*73 0.0*Q=.*0 0.0*Q0.0000 0.00Q0.0000 0.00Q0.0000 0.00Q0.0000 0.00Q0.0000 0.00Q0.0000 0.00Q

7<2.7372 <.<Q7<2.7372 <.<Q*2=8.8*=< *.<Q3=.*=07 7.33Q<=0=.3<2 *0.=Q22.<*80 .27Q<=0=.3<2 *0.=Q323.02*2 .3Q303.<20 .**Q

=*.73=* *.30Q323.02*2 .3Q323.02*2 .3Q323.02*2 .3Q323.02*2 .3Q323.02*2 .3Q382.3280 .=8Q**2.22<7 *.72Q382.3280 .=8Q382.3280 .=8Q

100.00Q

TES DE TRASLACIONDIRECCION Y

+,#%,/%,$ QA?@7,<F

*=.22* 0.03Q*3.=*0 0.02Q8.0=3 0.0*Q

*.=2 0.02Q*.=2 0.02Q<.78< 0.0*Q

.82= 0.0*Q.323 0.0*Q8.0=3 0.0*Q0.000 0.00Q0.000 0.00Q0.000 0.00Q0.000 0.00Q0.000 0.00Q0.000 0.00Q

730.<=8 <.22Q730.<=8 <.22Q**<7.383 *.7=Q

30.720 .=2Q<08.07* *0.0*Q



2<8.==* 7.<8Q<08.07* *0.0*Q3*8.83 .27Q2<=3.3*7 3.<<Q8.=03 *.*<Q3*8.83 .27Q3*8.83 .27Q3*8.83 .27Q3*8.83 .27Q3*8.83 .27Q33=2.237 .78Q*0*7.8* *.3<Q33=2.237 .78Q33=2.237 .78Q

92.48Q

TES DE TRASLACIONDIRECCION Y+,#%,/%,$ QA?@7,<F

*=.22* 0.03Q*3.=*0 0.02Q8.0=3 0.0*Q

*.=2 0.02Q*.=2 0.02Q<.78< 0.0*Q.82= 0.0*Q.323 0.0*Q8.0=3 0.0*Q

0.000 0.00Q0.000 0.00Q0.000 0.00Q0.000 0.00Q0.000 0.00Q0.000 0.00Q

730.<=8 <.22Q730.<=8 <.22Q**<7.383 *.7=Q30.720 .=2Q<08.07* *0.0*Q2<8.==* 7.<8Q<08.07* *0.0*Q3*8.83 .27Q2<=3.3*7 3.<<Q8.=03 *.*<Q3*8.83 .27Q3*8.83 .27Q3*8.83 .27Q3*8.83 .27Q3*8.83 .27Q33=2.237 .78Q*0*7.8* *.3<Q

33=2.237 .78Q33=2.237 .78Q



92.48Q



*CERO

2.00

4

1

1

!

!!

!

!

1

!

2

!

2

2

52

1

1

2

!

!

2

1

4

" 5/#$" 5/#$" 5/#$" 1/2$

" 1/2$" 5/#$

" 1/2$" 1/2$

" 1/2$" 1/2$" 5/#$" 5/#$

" 1/2$

" 1/2$" 1/2$

" 1/2$" 1/2$

" 1/2$

" 1/2$" 1/2$

" 5/#$

" 1/2$

" 1/2$" 1/2$

" 1/2$" 1/2$

" 1/2$

" 1/2$



1

2

1

4

1

1

2

4

" 1/2$" 1/2$

" 5/#$" 1/2$

" 1/2$

" 1/2$" 1/2$

" 1/2$



27 7070

7 7 7030 730 77

7 777 7

70

27



**.=7 *82.7 *8.<7

7.3<2*.28

diseño de albañileria

Documents