Estatico Verificacion Con La Norma e 070

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    ANALISIS ESTATICORESULTADOS DEL ETBAS PARA LOS MUROS X

    Story Pier Load Loc P V2STORY1 M1X PD02 PL To! "2 #$$ 0#2%STORY1 M1X PD02 PL Botto& "2$#'1 0#2%STORY1 M(X PD02 PL To! "2 #( 0#2'

    STORY1 M(X PD02 PL Botto& "2$#') 0#2'STORY1 M2X PD02 PL To! "20#2( 0#1%STORY1 M2X PD02 PL Botto& "22#11 0#1%STORY1 M)X PD02 PL To! "2$#() 0#1STORY1 M)X PD02 PL Botto& ")1#2' 0#1STORY1 M11X PD02 PL To! "2$#(2 0#)*STORY1 M11X PD02 PL Botto& ")1#2' 0#)*STORY1 M10X PD02 PL To! "20#21 0#2*STORY1 M10X PD02 PL Botto& "22#0* 0#2*STORY1 M*X PD02 PL To! "2'#(' 0#1'

    STORY1 M*X PD02 PL Botto& "2(#1% 0#1'STORY1 M12X PD02 PL To! "2'#() 0#STORY1 M12X PD02 PL Botto& "2(#1* 0#STORY1 M X PD02 PL To! ")0#%$ 0#12STORY1 M X PD02 PL Botto& "))#1 0#12STORY1 M'X PD02 PL To! " 2#1 1# 2STORY1 M'X PD02 PL Botto& " '#1* 0#'STORY1 M1)X PD02 PL To! ")0#$' 0#*STORY1 M1)X PD02 PL Botto& "))#2* 0#*STORY1 M%X PD02 PL To! ") #'% 0#$STORY1 M%X PD02 PL Botto& ")(#)$ 0#$STORY1 M$X PD02 PL To! "2(#%* 0#'STORY1 M$X PD02 PL Botto& ")2#$* 0#'STORY1 M1 X PD02 PL To! ")'#*$ 0#*'STORY1 M1 X PD02 PL Botto& "*0#1( 0#*'

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    V) T M2 M)0 "0#002 "0# 0 "0#)1$0 "0#002 "0# 2( 0#)0 0#00) "0# 1 0# $(

    0 0#00) "0# 2 1#2 20#01 "0#00' 0#2)( "2#2%(0#01 "0#00' 0#2'% "1#$$'0#02 0#01' 0# (' #2$%0#02 0#01' 0#'%) #%0*0#02 "0#01 0# $% " #1*0#02 "0#01 0#''2 "*#)1*0#01 0#00 "0#2' 2#2 %0#01 0#00 "0#2 ( 2#$$%

    0 "0#001 "0#002 2# %(

    0 "0#001 0#001 2#((*0 0#002 "0#002 "2#*))0 0#002 0#001 "1#0

    0#11 "0#0(' "0#1$ 1#1020#11 "0#0(' 0#0$% 1#)%0#02 0#2*' 0#$() "'#%01

    "0#12 0#011 0#%(1 "2#(1$0#11 0#0($ "0#1$* "1#1%)0#11 0#0($ 0#0() "0#1*

    "0#0$ 0#0%* 0#))* "0#)'("0#0$ 0#0%* 0#1 1#'$'"0#1 0#0') 1#11' "0#*'*"0#1 0#0') 0#%%* 1#0*("0#0 "0#12( 0#%(' "0# (1"0#0 "0#12( 0#'(2 0# 0$

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    ANALISIS ESTATICORESULTADOS DEL ETBAS PARA LOS MUROS Y

    Story Pier Load Loc P V2STORY* M1Y +S To! 1#2) '# 'STORY* M1Y +S Botto& 1#2) '# 'STORY* M)Y +S To! "0#) )#1*

    STORY* M)Y +S Botto& "0#) )#1*STORY* M*Y +S To! 0#% 2#*2STORY* M*Y +S Botto& 0#% 2#*2STORY* M'Y +S To! "1#1' 1#('STORY* M'Y +S Botto& "1#1' 1#('STORY* M$Y +S To! 0#0% 2#12STORY* M$Y +S Botto& 0#0% 2#12STORY* M10Y +S To! "2#) (#$STORY* M10Y +S Botto& "2#) (#$STORY* M12Y +S To! 0 1#0'

    STORY* M12Y +S Botto& 0 1#0'STORY* M1*Y +S To! "0#) "0#2STORY* M1*Y +S Botto& "0#) "0#2STORY* M1'Y +S To! "0#*1 2#%2STORY* M1'Y +S Botto& "0#*1 2#%2STORY* M1%Y +S To! "0#0' 0#'STORY* M1%Y +S Botto& "0#0' 0#'STORY* M1(Y +S To! "1#1* #1$STORY* M1(Y +S Botto& "1#1* #1$

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    V) T M2 M)"0#22 "0#)$2 0#)1* "1#'("0#22 "0#)$2 "0#2*$ 1*#$"0#1* 0#1 0#1$ "*#(2(

    "0#1* 0#1 "0#1$1 2#($1"0#1' 0#101 0#1(( ")#%$)"0#1' 0#101 "0#2 2#)0*"0#0$ "0#0'2 0#0(' "1#%%'"0#0$ "0#0'2 "0#0(* )#1"0#*) 0#* 0# '2 ")#**)"0#*) 0#* "0# )2 1#$($"0#)* "0#)* 0#*2* "$#$'"0#)* "0#)* "0#**1 1 #$)"0#11 "0#12) 0#1*' "1# ')

    "0#11 "0#12) "0#1*) 1#102"0#*) 0#**2 0# %2 "0#0))"0#*) 0#**2 "0# 22 "0# 2%"0#1) 0#12' 0#1 % "*#)2'"0#1) 0#12' "0#1 ( 2# 2("0#1) 0#0$ 0#1 % "1#()("0#1) 0#0$ "0#1'1 "0#*2("0#21 0#1(' 0#) "1#2*"0#21 0#1(' "0#2* 11#%(%

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    CARGA AXIAL ACUMULADA EN CA

    Muro L (M)

    M1X *#1 "'#*) "1*#20 "21#' "2$#'1M2X 2# "*#( "10#%( "1'# ( "22#11

    M)X )#*0 "%#20 "1 #** "2)# * ")1#2'M*X )#*$ "'#$( "1*#)1 "21#%* "2(#1%

    M X 2#0$ "%#1% "1 #$ "2*# ' "))#1

    M'"1*X %#20 "22#' "*%#%) "%*#0) "('# )

    M%X #'$ "$#%1 "1(#0$ "2(#)$ ")(#)$M$X *# "$#$) "1%#*2 "2 #11 ")2#$*M(X *#1 "'#*2 "1*#1( "21#'* "2$#')

    M10X 2# "*#(' "10#%( "1'# % "22#0*M11X )#*0 "%#20 "1 #*) "2)# ) ")1#2'M12X )#*$ "'#$( "1*#)0 "21#%2 ")1#2'

    M1)X 2#0$ "%#1$ "1 #$% "2*#'2 "))#2*

    M1 X #'$ "$#% "1(#)$ "2(#(0 "*0#1(M1Y %#) "(#%' "21#1( ")2#* "*)#*2M)Y )#'$ " #(2 "12# 0 "1(#20 "2 #()M*Y 2#') "'#$2 "1)#'2 "20#$' "2$#$)M'Y )#'$ "'#$% "1'#20 "2 #*( ")*#%2M$Y 2# ) " #0) "10#$1 "1'#*$ "21#(1

    M10Y %#2$ "1'#1$ ")%#0' " $#00 "%$# 0M12Y )#'$ "'#$' "1'#1% "2 #*0 ")*#*(M1*Y 2# ) " #0' "10#(1 "1'#') "22#00M1'Y )#'$ " #(2 "12# 0 "1(#20 "2 #()M1%Y 2#') "'#$' "1)#'% "20#$' "2$# $M1(Y %#) "(#%% "21#2) ")2# $ "*)#%*

    PISO 4 (Pd+ 0.25 Pl)

    PISO 3 (Pd+ 0.25 Pl)

    PISO 2 (Pd+ 0.25 Pl)

    PISO 1 (Pd+ 0.25 Pl)

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    A MURO

    OBSERVACION

    )#0)''#%0

    %0#%2'*# %

    '(#*'

    $#2(

    )#)$# 2

    )#0%''#*(%0#%2'(#20

    '(#'

    *#*$* #**

    *#2$$*#*$%2#'%''#%$)#00%2#1('%#02

    *#2$$)#%* #%$

    1 (TON M2)

    t,0#2)- Se reco&ie.da a/&e.tar /e !e or

    t,0#2)- Se reco&ie.da a/&e.tar /e !e or

    t,0#2)- Se reco&ie.da a/&e.tar /e !e or

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    Story Load Loc P VX VYSTORY* +S To! 0 ")'#* ")'#*STORY* +S Botto& 0 ")'#* ")'#*STORY) +S To! 0 "% #0$ "% #0$STORY) +S Botto& 0 "% #0$ "% #0$STORY2 +S To! 0 "101#02 "101#02

    STORY2 +S Botto& 0 "101#02 "101#02STORY1 +S To! 0 "11)#(( "11)#((STORY1 +S Botto& 0 "11)#(( "11)#((

    Cortantes de Entrepiso (Sismo Severo)

    StorySismo Moderado Sismo Severo

    VX VY VE1 (X) VE1 (Y)STORY* )'#10 )'#10 %2#20 %2#20STORY) %*#* %*#* 1*$#(0 1*$#(0STORY2 100#1( 100#1( 200#)$ 200#)$STORY1 11)#0' 11)#0' 22'#12 22'#12

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    T MX MY Story"212#)01 0 0 STORY*"212#)01 (1#$ * "(1#$ * STORY*"*)2#''% (1#$ * "(1#$ * STORY*"*)2#''% 2$1#0 ' "2$1#0 ' STORY*" $0#%)) 2$1#0 ' "2$1#0 ' STORY)

    " $0#%)) ) #'2' " ) #'2' STORY)"' *#%' ) #'2' " ) #'2' STORY)"' *#%' $22#$$1 "$22#$$1 STORY)

    STORY2STORY2STORY2STORY2STORY1STORY1STORY1

    STORY1

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    Load Loc P VX VY TDINAMICO M To! 0 2(#2% )*#%$ 1%#(*1DINAMICO M Botto& 0 2(#2% )*#%$ 1%#(*1DINAMICO MITo! 0 "2(#2% ")*#%$ " 1%#(*1DINAMICO MIBotto& 0 "2(#2% ")*#%$ " 1%#(*1DINAMICO M To! 0 *#2) ''#'2 1002#001

    DINAMICO M Botto& 0 *#2) ''#'2 1002#001DINAMICO MITo! 0 " *#2) "''#'2 "1002#001DINAMICO MIBotto& 0 " *#2) "''#'2 "1002#001DINAMICO M To! 0 %0#1) $%#0$ 1)1 # *DINAMICO M Botto& 0 %0#1) $%#0$ 1)1 # *DINAMICO MITo! 0 "%0#1) "$%#0$ "1)1 # *DINAMICO MIBotto& 0 "%0#1) "$%#0$ "1)1 # *DINAMICO M To! 0 $1#02 100# ' 1 2'#$%'DINAMICO M Botto& 0 $1#02 100# ' 1 2'#$%'DINAMICO MITo! 0 "$1#02 "100# ' "1 2'#$%'

    DINAMICO MIBotto& 0 "$1#02 "100# ' "1 2'#$%'

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    MX MY0 0

    $%#')* %)#%'*0 0

    "$%#')* "%)#%'*$%#')* %)#%'*

    2 0#%1$ 20 #*21"$%#')* "%)#%'*"2 0#%1$ "20 #*212 0#%1$ 20 #*21* $#(22 )'(#(0*

    "2 0#%1$ "20 #*21"* $#(22 ")'(#(0** $#(22 )'(#(0*'$ #*1( *$#*2$

    "* $#(22 ")'(#(0*

    "'$ #*1( " *$#*2$

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    DATOS

    f'm = 650.00 Tn/m2 f'c =v'm = 80.62 Tn/m2

    (TABLA 13) PISO

    Muro Pg (Tn) Ve (Tn) Me (Tn-m) t (m) L (m)

    M1X 28.61 5.49 33.25 0.13 4.15M2X 22.11 3.45 14.76 0.13 2.55M3X 31.26 4.47 22.10 0.13 3.40M4X 29.17 5.71 30.08 0.13 3.48M5X 33.15 4.01 13.12 0.23 2.08

    M6-14X 96.53 31.05 212.65 0.23 7.20

    M7X 39.38 8.49 41.98 0.13 5.68M8X 32.84 7.81 49.69 0.13 4.55M9X 28.63 5.45 33.84 0.13 4.15

    M10X 22.04 3.45 14.76 0.13 2.55M11X 31.26 4.49 22.10 0.13 3.40M12X 31.26 5.71 30.08 0.13 3.48M13X 33.24 4.01 13.12 0.23 2.08M15X 40.19 8.49 41.98 0.13 5.68M1Y 43.42 20.94 147.84 0.13 7.35M3Y 25.93 9.08 33.46 0.13 3.68M4Y 28.83 5.97 17.96 0.13 2.63M6Y 34.72 7.97 32.46 0.13 3.68

    M8Y 21.91 4.77 13.70 0.13 2.53M10Y 78.50 20.79 99.83 0.13 7.28M12Y 34.49 7.97 32.46 0.13 3.68M14Y 22.00 4.77 13.70 0.13 2.53M16Y 25.93 9.08 33.46 0.13 3.68M17Y 28.58 5.97 17.96 0.13 2.63M19Y 43.74 20.94 147.84 0.13 7.35

    Todos los muros !s!n or s"smo mod#r!do $# % 0.55&$m$#r"f"c!c"on d# l! #s"s"(#nc"! !n(# )"smo )#v#ro

    376.81 * $+1 , X = 226.12324.80 * $+1 , Y = 226.12

    Re ! ten"!# #$ "orte (Vm) %e

    $m ,X-X = $m ,Y-Y =

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    2100 Tn/m2

    1 (VE=226.12 ton)

    Vm (Tn) . *Vm (Tn) Vm1+Ve1 Vu (Tn) Mu (Tn-m)

    0.69 21.59 11.87 3.00 16.47 99.760.60 13.10 7.21 3.00 10.35 44.280.69 19.48 10.71 3.00 13.41 66.310.66 18.73 10.30 3.00 17.13 90.230.63 19.74 10.86 3.00 12.03 39.361.00 88.96 48.93 2.87 89.11 610.31

    1.00 38.80 21.34 3.00 25.47 125.940.72 24.72 13.60 3.00 23.43 149.070.67 21.16 11.64 3.00 16.35 101.510.60 13.09 7.20 3.00 10.35 44.280.69 19.48 10.71 3.00 13.47 66.300.66 19.21 10.57 3.00 17.13 90.240.63 19.77 10.87 3.00 12.03 39.361.00 38.98 21.44 3.00 25.47 125.941.00 48.50 26.68 2.32 48.58 342.991.00 25.22 13.87 2.78 25.24 93.020.87 18.60 10.23 3.00 17.91 53.880.90 25.32 13.93 3.00 23.91 97.37

    0.88 16.68 9.17 3.00 14.31 41.101.00 56.18 30.90 2.70 56.13 269.540.90 25.26 13.89 3.00 23.91 97.370.88 16.70 9.19 3.00 14.31 41.101.00 25.22 13.87 2.78 25.24 93.020.87 18.54 10.20 3.00 17.91 53.881.00 48.58 26.72 2.32 48.58 342.99

    302.20

    316.03

    $o muro "on&!n#%o 1' P! o

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    102.08

    ,er!&!"#"!on or"orte Ve

    . Vm

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    DISEO DE LOS MUROS A

    TABLA 16 DIP-M3

    C/r e 1 0# de3ree C/r e 1) 1$0# deP M) M2 P M)

    "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)"22'#$0 $ '$# 1'$ "0#0()% "22'#$'2 "'$#*' '"20 #21(* $ #122 "0#0%(' "20 #)*1( "$ #0*11"1$2#(0$( ($#))'' "0#0'1 "1$)#10) "($#2**)"1 (# 0$* 10$# 1) "0#0)%) "1 (#%$* "10$#*2 1"1)*#) *% 11'#2(2$ ")#2(E"0) "1)*#%)) "11'#21 2"11*#)0'$ 11 #2''$ )#'1E"0) "11*# )2% "11 #)1'*

    "( #*(0 10(#1 $* )#'1E"0) "( #' (( "10(#2)1"%'#2 1' ($#'() #($E"0) "%'#*$'$ "($#$%)%" )# 0) $1#1''( 0#02%% " )#$ 1) "$1#*12$)(#01() "0#012% 0#21$ )(#01() "0#012%

    PISO MUROSSTORY1 M X

    STORY1 M XSTORY1 M X

    Pi o De cri!cio.

    STORY1 M X

    "1# 0E402 "1#00E402 "

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    E. cada co5/&.a * 6 172 !ara e5 &/ro M X#

    CUDL+

    "1 "10

    CURDL+

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    89c, 0#21 to.7c&2:, 2# 2 &

    E tri;o ?@ A -c&2 , 0#'*

    Dis !" C"#$%&'DESCRIPCI N C1 C2

    UBICACI N E tre&a E tre&a1 P3, ))#12 V&, 1(#%*) L, 2#0$* L&, 2#0$

    Nc, 2#00' +, 1'#** 1 # $% Pc, (# % 10#'($ Pt, 0#00 0#00( T, '#$% *#$(10 C, 2'#01 2%#1)11 Vc, (#$%12 A , *#'( *#1)1) A ,

    Dis !" Es *i+" C"#$%&'1* Ac, *'0#001 A., )0*#001' 1, (#2*1% 2, 11#$

    1$ ), #001( *, 10#0020 o.# Co.8# * #00

    21 -17* , ( * 10 r 2 c&

    Dis !" ,i '22 T , (#$%2) A , 2#'12* A &i., 1#)$2 A ,

    22 -17* , 1 * 10 r 2 c&

    * 6 172 * 6 172

    * 6 $ &&

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    RIETADOS POR CORTE (FLEXO COMPRESION)

    GRAMA DE INTERACCION M 5XXP-M2

    3ree C/r e % (0# de3ree C/r e 1( 2%0# dM2 P M) M2 P M)

    "0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)"0#0()% "2)$#)20) #% E"0) )#$$ ( "2)$#)20) '#0 E"0)"0#0%(% "22)#%(02 #0(E"0) '#)')$ "222#0%$% #)(E"0)"0#0'1% "1$(#$ 1* )#()E"0) $#1$)* "1$'#%*$$ *#21E"0)"0#0)%' "1 *#*)$ 2#2(E"0) (#))$ "1*(#%(11 2#*(E"0)

    ")#$)E"0) "11 #) 1 " # 0E"0* (#$*%' "10(#$0 1 "2#10E"0*)#'1E"0) "$(#( 2 "1#20E"0) (#120% "$'#$'2) "*#$%E"0*)#'1E"0) "')#2212 "2#2$E"0) %#$2$% "'2#1%(% "1#))E"0)

    #2(E"0) "))#$12( "*#2)E"0) #$%)$ ")*#(0*' ")#02E"0)0#02'* $#(21) "0#012% )#)%$* 2#'(*' "0#01010#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%

    CARGA P M2 M2U M3 M3UD ")1#** 0#0$2 0#0$2 1#1(( 1#1((

    L "'#$% "0#0* "0#0* 0#% ( 0#% (+S 1 #1 0# 1% 1# 1 1)#12 )(#)'

    Co&;i.acio. P M2 M)DL " #%0 0#0* 2#(%

    D+S "1)#1 1#'2 *0#**DL+S ")2#%* 1#'0 *1#$1

    FD+S "*)#* "1#*$ ")$#2$

    FDL+S "')#0* "1# 0 ")'#(2

    #00E401 0#00E400 #00E401 1#00E402 1# 0E402

    200"1 0"100

    " 000

    100

    P-M3

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    19/180SEO DE LOS MUROS AGRIETADOS POR CORTE (MANUAL)

    ")00"2 0

    VA 1 CURVA1) DL D+SS "D+S "DL+S

    " 0 10 1

    ")00"2 0"200"1 0"100

    " 000

    100

    P-M2

    VA % CURVA 1( DL D+S"D+S "DL+S

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    r, 2 c&8y, *#2 to.7c&2/, 1 coeGcie.te de 8ricciH. e. /.ta rayadat., ( c&

    to. Car3a de 3ra edad ac/&/5adato. Corta.te de A3rieta&ie.to Dia3o.a5& Lo.3it/d de5 M/ro& Lo.3it/d de !aJo &ayorco5 N/&ero de Co5/&.ato. +/er a a ia5 !rod/cida !or i &o e ero#to. Car3a a ia5 !rod/cida !or P3

    to. Traccio. e. co5/&.ato. Co&.!re io. e. co5/&.ato. Corta.te e. co5/&.ac&2 Acero ertica5 ReK/erida

    c&2c&2c& 1 , A 8y 7 -0#) t. 89c -Ac 7 A. "1 , e !acia&ie.to de e tri;o !orc& 2 , A 8y 7 -0#12 t. 89c , e !acia&ie.to de e tri;o !or co&!re i

    c& ) , > d o c& 5o K/e ea &ayor , e !acia&ie.to de e tri;o !c& * , 10 c& , e !acia&ie.to & i&o de e tri;o !or co&!re iH.c& o.a de co.G.a&ie.to

    to. T , V& L& 7 L , tracciH. e. 5a o5era -to.c&2c&2 A & . , 0#1 89c A o5 7 8y o * 8 $ &

    So5era e / a e tri;a e & .i&o#

    A , T 7 -6 8y , rea de acero :ori o.ta5 reK/erida / ar 6 , 0#(

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    3ree C/r e 1 0# de3reeM2 P M)"0#1'2% 1 "2)$#)20) (#**E"0)"*#1)2( 2 "22'#$0 $ '$# 1'$"'#') * ) "20 #21(* $ #122"$#)('$ * "1$2#(0$( ($#))''"(#*1%% "1 (# 0$* 10$# 1)"(#%((' ' "1)*#) *% 11'#2(2$"(#0'' % "11*#)0'$ 11 #2''$"%#%%0) $ "( #*(0 10(#1 $*" #$)(' ( "%'#2 1' ($#'()")#**2 10 " )# 0) $1#1''(0#21$ 11 )(#01() "0#012%

    Story Pier Load Loc P V2STORY1 M X D To! "2(#0' 0#12STORY1 M X D Botto& ")1#** 0#12STORY1 M X L To! "'#$% "0#02STORY1 M X L Botto& "'#$% "0#02

    STORY1 M X +S To! 1 #1 *#01STORY1 M X +S Botto& 1 #1 *#01

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    co&!re iH. -c&H. -c&

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    C/r e 2 1 # de3ree C/r e ) )0# de3reeM2 P M) M2 P M)

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    C/r e * * # de3ree C/r e '0# de3reeM2 P M) M2 P M)

    "0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)0# (22 "2)$#)20) *'#1'$ 1#1)(2 "2)$#)20) ))#(* 10#1$0* "211#%*'1 $0#2(1( 0#)'$) "21%#(() %*#($0$0#20) "1$%#20*$ ( #%21) 0#)(*( "1(0#2)($ ()# $%20#2)*' "1'1# %(1 10%#0 ' 0#*)0% "1'2#(%$$ 10 #$*%*0#2%$ "1)*#1()2 11*#( 0' 0#*$1) "1))#%0'1 11)#'01*

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    C/r e ' % # de3ree C/r e % (0# de3reeM2 P M) M2 P M)

    "0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)1#* 1 "2)$#)20) 2*#2*%' 1#2()) "2)$#)20) #% E"0)0#$*'$ "2)$#)20) 2#'%%( 2#)2() "22)#%(02 #0(E"0)

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    C/r e $ 10 # de3ree C/r e ( 120# de3reeM2 P M) M2 P M)

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    C/r e 10 1) # de3ree C/r e 11 1 0# de3reeM2 P M) M2 P M)

    "0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)1#**$ "2)$#)20) "*'#010' 1#1*1) "2)$#)20) " '#%%*%0#$ 1* "211#$'% "$0#20)* 0#)'$) "20(#1)12 "$2#)1%'0#%21$ "1$%#)( "( #'2* 0#)(*% "1$ #'0*% "('#%%1$0#%'*% "1'1#$*$% "10'#(%0' 0#*)0) "1'1#000$ "10%#'10'0#$** "1)*# '0 "11*#$$') 0#*$0' "1)*#' $% "11 #*%)$0#%*%1 "111#2('1 "11*#2% $ 0#*0'( "112#%*0$ "11*#$* *0#$' 2 "(0#020* "10'#1)2( 0#* $( "(2# %$% "10%#'%(1#)0*1 "'%#1111 "(1#'*(' 0# $2* "%1#)%0( "( #12 22#$0*( "2)#*%(% " #$'1' 1#(0 % ")'#)$0* "' # *1*0#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%

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    C/r e 12 1' # de3ree C/r e 1) 1$0# de3reeM2 P M) M2 P M)

    "0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)0# (*% "2)1#% 1( "'*#1'%$ 0#1$') "22'#$'2 "'$#*' '0#1$0) "20%#10$' "$)#$002 0#0*1 "20 #)*1( "$ #0*110#20)* "1$*#2%2' "(%# %* 0#0'1( "1$)#10) "($#2**)0#2)*) "1'0#) %( "10$#0 1 0#0$(2 "1 (#%$* "10$#*2 10#2%%( "1)*#%0%( "11 #$%() 0#12%' "1)*#%)) "11'#21 2

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    C/r e 1* 1( # de3ree C/r e 1 210# de3reeM2 P M) M2 P M)

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    C/r e 1' 22 # de3ree C/r e 1% 2*0# de3reeM2 P M) M2 P M)

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    C/r e 1$ 2 # de3ree C/r e 1( 2%0# de3reeM2 P M) M2 P M)

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    C/r e 20 2$ # de3ree C/r e 21 )00# de3reeM2 P M) M2 P M)

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    C/r e 22 )1 # de3ree C/r e 2) ))0# de3reeM2 P M) M2 P M)

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    C/r e 2* )* # de3reeM2 P M) M2

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    210# de3ree C/r e 1' 22 # de3ree C/r e 1%M) M2 P M) M2 P

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    2*0# de3ree C/r e 1$ 2 # de3ree C/r e 1(M) M2 P M) M2 P

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    ETABS S ELLESTATICOPLA AMIENTOS LATERALES " SISMO EN X"X

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    E E 11 E E 1 RT,d117-1727-d114d1D -& d -& D -& d -&0#001( 0 0#000*'0 0#001* 0 0#000)*0 1#10#001*(0 0#000 '1 0#001110 0#000*22 1#1*0#000(2( 0#000 ' 0#000'$$ 0#000*1) 1#10#000)%) 0#000)%) 0#0002% 0#0002% 1#1

    da e. e5 )er !i o@ 0#0011 0#00

    IENTOS LATERALES " SISMO EN Y"Y -LOSA MACI AE E A E E S RT,dA7-1727-dA4dSD -& d -& D -& d -&

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    0#001*$0 0#000 2 0#0010%0 0#000)(0 1#10#000( 0#000 *% 0#000'$0 0#000)(0 1#1%0#000*0$ 0#000*0$ 0#0002(0 0#0002(0 1#1%

    da e. e5 2do !i o@ 0#0010 0#00

    a5c/5o T co. 5a 8Hr&/5a de 5a Nor&a E0)0+i-to. "Ta;5a % DiX-& "Ta;5a ( DiY-& "Ta;5a 10

    2*# % 0#001%10 0#001'10)'#1% 0#001)10 0#0012%02*#11 0#000$1* 0#000$2212#0' 0#000)2% 0#000) 1

    T 0#1'1 2%

    Ty 0#1 $(')0(

    DirecciH. X DirecciH. Y0#1'2 0#1 (

    2# 2#0#1'1 0#1 $

    2# 2#

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    NIVEL CENTROD -&* 0#001%00) 0#001)002 0#000$0(1 0#000)2*

    Ma i&a di

    NIVEL CENTROD -&

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    ) 0#0012'02 0#000$1'1 0#000)*$

    Ma i&a di

    M

    MODELO

    MODELO LO

    M

    MODELO

    MODELO LO

    NIVEL TIPOCT1CT2CT)CT*CTCT'

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    1 CT%CT$CT(

    CT10CT11CT12

    2 a *

    CT1CT2CT)CT*CTCT'CT%CT$CT(

    CT10CT11CT12

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    DESPLA AMIENTOS LATERALES " SISMO EN X"X -LOSA ALI ERADA E MASA -C E E 11 RT,d117-1d -& D -& d -& d -&

    0#000*00 0#001(* 0#000*'0 RE+W0#000*(1 0#001*$ 0#000 %0#000*$ 0#000(2 0#000 20#000)2* 0#000)% 0#000)%1 RE+W

    or io. I.e5a tica e da e. e5 )er !i o@ 0

    DESPL AMIENTOS LATERALES " SISMO EN Y"Y -LOSA ALI ERADA E MASA -C E E A RT,dA7-1d -& D -& d -& d -&

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    0#000*** 0#001*% 0#000 200#000*'$ 0#000( 0#000 *00#000)*$ 0#000*1 0#000*10 RE+W

    ro io. I.e5a tica e da e. e5 2do !i o@ 0

    RESUMEN DE LOS DESPLA AMIENTOS

    DELO NIVEL CENTRO MASA RTX"X X"X Y"Y

    OSA MACI A

    * 0#001%10 1#1 1#1') 0#001)10 1#1* 1#12 0#000$1* 1#1 1#1%1 0#000)2% 1#1 1#1%

    SA ALI ERADA

    * 0#001%00 1#1 1#1) 0#001)00 1#1* 1#1'2 0#000$0( 1#1 1#1'1 0#000)2* 1#1 1#1%

    DELO NIVEL

    OSA MACI A

    12)*

    SA ALI ERADA

    12)*

    MODELO LOSA MACI A MODELO

    DIMENSI N RE+UER O COLUMNAS TIPO DIMENSI N1)X20 2 1724 2 )7$ 1 * $ CT1 1)X201)X20 * )7$ 1) 20 CT2 1)X201)X2 * )7$ % 22 CT) 1)X21)X2 * 172 2 12 1% CT* 1)X22)X20 * )7$ $ ( CT 1)X21)X)0 2 1724 2 )7$ ' 1( CT' 1)X)0

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    1)X)0 ' 172 1' CT% 1)X)01)X) 2 1724 2 )7$ 1 CT$ 1)X)1)X*0 ' 172 10 21 CT( 1)X*0

    $ $ && 1* CT10 2)X20 T 1)X2 $ $ && ) CT11 T 1)X2 $ )7$ 11 CT12 T 1)X2

    CT1) T 1)X)01)X20 * $ && 1 * $ CT1 1)X201)X1 * $ && 1) 20 CT2 1)X11)X20 * $ && % 22 CT) 1)X201)X2 * )7$ 2 12 1% CT* 1)X22)X1 * $ && $ ( CT 1)X21)X2 * $ && ' 1( CT' 1)X21)X)0 2 1724 2 )7$ 1' CT% 1)X21)X2 * $ && 1 CT$ 1)X21)X) * 172 10 21 CT( 1)X*0

    $ 17* 1* CT10 2)X1 T 1)X2 $ 17* ) CT11 T 1)X2 $ $ && 11 CT12 T 1)X2

    CT1) T 1)X)0

    L 1)X2L 1)X2

    L 1)X2L 1)X2

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    727-d114d1

    RE+W

    #00

    727-dA4dS

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    #00

    M XIMA DISTORSI NX"X Y"Y

    0#0011 0#0010

    RE+W RE+W

    OSA ALI ERADA

    RE+UER O COLUMNAS2 1724 2 )7$ 1 * $

    * )7$ 1) 20 22* )7$ %

    2 1724 2 )7$ 2* 172 12 1%' 172 1'

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    2 1724 2 )7$ ' 1(2 1724 2 )7$ 1

    ' 172 10 21* )7$ $ (

    $ $ && 1*$ $ && )

    $ )7$ 11* $ && 1 * $* $ && 1) 20 22* $ && %* $ && 2

    * )7$ 12 1%* 172 1'

    * $ && ' 1(* $ && 1

    * 172 10 21* $ && $ (

    $ 17* 1*$ 17* )

    $ $ && 11

    NIVEL TIPO DIMENSI N

    1

    VS1 20X12

    VS2 20X12VS) 20X12VS* )0X12VS 1)X)0

    VS' 1)X)0

    2 a )

    VS1 20X12

    VS2 20X12VS) 20X12VS* )0X12VS 1)X)0VS' 1)X)0

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    ODELO LOSA MACI A M

    RE+UER O MUROS TIPO DIMENSI NDIR# XX DIR# YY

    * $ && $ 1* VS1 20X12

    * )7$ ) ' 12 1' VS2 20X122 1724 2 )7$ $ VS) 20X12

    * )7$ 1) VS* )0X122 1724 2 )7$ 'F1* 1 10 1( VS 1)X)0

    * )7$ * 12 * 1% VS' 1)X)0* $ && $ 1* VS1 20X12

    * $ && ) ' 12 1' VS2 20X12* )7$ $ VS) 20X12

    * $ && 1) VS* )0X12* )7$ 'F1* 1 10 1( VS 1)X)0

    * $ && * 12 * 1% VS' 1)X)0

    1 2 ) % ( 10 111

    1 2 ) % ( 10 111

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    DELO LOSA ALI ERADA

    RE+UER O MUROSDIR# XX DIR# YY

    * $ && $ 1*

    * )7$ ) ' 12 1'2 1724 2 )7$ $

    * )7$ 1)2 1724 2 )7$ 'F1* 1 10 1(

    * )7$ * 12 * 1%* $ && $ 1*

    * $ && ) ' 12 1'* )7$ $

    * $ && 1)* )7$ 'F1* 1 10 1(

    * $ && * 12 * 1%

    1 2 ) % ( 10 11 1

    1 2 ) % ( 10 11 1

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    DCENTRO DE MASA -C

    NIVEL D -& d -&* 0#001%'( 0#000)%0) 0#001)(( 0#000*$%2 0#000(12 0#000 1)1 0#000)(( 0#000)((

    Ma i&a di tro io. I.e5a tica e

    DCENTRO DE MASA -C

    NIVEL D -& d -&* 0#0022$% 0#000*')) 0#001$2* 0#000 $2 0#0012)( 0#000'%*1 0#000 ' 0#000 '

    Ma i&a di tro io. I.e5a tica e

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    DINAMICOSPLA AMIENTOS LATERALES " SISMO EN X"X

    E E % E E 1 RT,d%7-1727-d%4d1D -& d -& D -& d -&0#002 ( 0#000 *0 0#001 *% 0#000)*2 1#22 O 0#0020 0#000'(* 0#00120 0#000*22 1#2* O 0#001)'1 0#000% 0 0#000%$) 0#000*** 1#2' O 0#000'11 0#000'11 0#000))( 0#000))( 1#2( O

    da e. e5 2do !i o@ 0#001) 0#00 O

    ESPLA AMIENTOS LATERALES " SISMO EN Y"YE E U E E Z RT,dU7-1727-dU4dD -& d -& D -& d -&

    0#00)%0( 0#000%)* 0#0022$% 0#000*') 1#2) O 0#002(% 0#000('1 0#001$2* 0#000 $ 1#2* O 0#00201* 0#0010(* 0#0012)( 0#000'%* 1#2* O 0#000(2 0#000(20 0#000 ' 0#000 ' 1#2* O

    da e. e5 2do !i o@ 0#0020 0#00 O

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    FUER/AS INTERNAS D

    D s *i STOR.1 STOR.2, (T"&) M ( "&4%) , (T"&) M ( "&4%)M1X #*( ))#2 ) #)* 21#**%M2X )#* 1*#% ( )#12 $#%$'M)X *#*% 22#10* *#*% 1*#' %M*X #%1 )0#0%% #1 1%#22'M X *#01 1)#121 )#$' (#01

    M'"1*X )1#0 212#' )0#2 1)0#1*M%X $#*( *1#(%( (#$ )2#2$*M$X %#$1 *(#'$( $# 2 )2#%$(M(X #* ))#$) #2* 21#$ *

    M10X )#* 1*#%' )#12 $#%$'M11X *#*( 22#1 *#*% 1*#' %M12X #%1 )0#0$ #1 1%#22'M1)X *#01 1)#12 )#$' (#01M1 X $#*( *1#($ (#$ )2#2$*M1Y 20#(* 1*%#$*2 1(#$% ('#'*'M)Y (#0$ ))#* ( $#11 1(#2)M*Y #(% 1%#(' #1 11#'(*M'Y %#(% )2#* $ '# ) 1(#'$2M$Y *#%% 1)#'(( *#*2 $#11'

    M10Y 20#%( ((#$)1 1(#** %1#'1$M12Y %#(% )2#* $ '# ) 1(#'$2M1*Y *#%% 1)#'(( *#*2 $#11'

    M1'Y (#0$ ))#* ( $#11 1(#2)M1%Y #(% 1%#(' #1 11#'(*M1(Y 20#(* 1*%#$*2 1(#$% ('#'*'

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    E , 0 MSTOR.3 STOR.

    , (T"&) M ( "&4%) , (T"&) M ( "&4%)*#0) 10#%*' 2#2 )# 0$2#)$ *#)0' 1#)* 1# *1)#2* *# 2( 1# ( 2#)'2)#21 %#*0' 1#12 2#1 $2#%* *#$$1 1#2( 1#% %

    22#'$ '1#%$ (#*' 1'#2)$#22 1(#$0' #%* (#2)''# ' 1 #*( )#(% #'1*)#$$ 10#(22 2#02 )#*'12#)$ *#)0' 1#)* 1# *1)#2* *# 2( 1# ( 2#)'2)#21 %#*0' 1#12 2#1 $2#%* *#$$1 1#2( 1#% %$#22 1(#$0' #%* (#2)'1*#* *$#%' '# ' 1*#$'#0$ $#(() )#1* *#(2(*# '#20( 2#*2 )#%$)

    *#'* 10#0(' 1#(' )#1)# *#)'$ 2#12 )#**)

    1'#$( *0#*1* (#$ 1 #$)*#'* 10#0(' 1#(' )#1)# *#)'$ 2#12 )#**)

    '#0$ $#(() )#1* *#(2(*# '#20( 2#*2 )#%$)1*#* *$#%' '# ' 1*#$

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    DATOS

    f'm = 650.00 Tn/m2 f'c =v'm = 80.62 Tn/m2

    (TABLA 12) PISO

    Muro Pg (Tn) Ve (Tn) Me (Tn-m) t (m) L (m)

    M1X 21.65 5.34 21.45 0.13 4.15M2X 16.59 3.12 8.79 0.13 2.55M3X 23.54 4.47 14.66 0.13 3.40M4X 21.74 5.15 17.23 0.13 3.48M5X 24.56 3.86 9.01 0.23 2.08

    M6-14X 74.03 30.20 130.14 0.23 7.20M7X 29.38 9.85 32.28 0.13 5.68M8X 25.11 8.52 32.79 0.13 4.55M9X 21.64 5.24 21.85 0.13 4.15

    M10X 16.57 3.12 8.79 0.13 2.55M11X 23.53 4.47 14.66 0.13 3.40M12X 21.72 5.15 17.23 0.13 3.48M13X 24.62 3.86 9.01 0.23 2.08M15X 29.90 9.85 32.28 0.13 5.68M1Y 32.45 19.87 96.65 0.13 7.35M3Y 19.20 8.11 19.24 0.13 3.68M4Y 20.86 5.15 11.69 0.13 2.63

    M6Y 25.49 6.53 19.68 0.13 3.68M8Y 16.48 4.42 8.12 0.13 2.53

    M10Y 58.00 19.44 71.62 0.13 7.28M12Y 25.40 6.53 19.68 0.13 3.68M14Y 16.63 4.42 8.12 0.13 2.53M16Y 19.20 8.11 19.24 0.13 3.68M17Y 20.86 5.15 11.69 0.13 2.63M19Y 32.58 19.87 96.65 0.13 7.35

    Todos los muros !s!n or s"smo mod#r!do $# % 0.55&$m

    $#r"f"c!c"on d# l! #s"s"(#nc"! !n(# )"smo )#v#ro410.35 * $+1 , X = 200.38312.19 * $+1 , Y = 200.38

    Re ! ten"!# #$ "orte (Vm) %e

    $m ,X-X =

    $m ,Y-Y =

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    2100 Tn/m2

    2 (VE=2 .3 ton)

    Vm (Tn) . *Vm (Tn) Vm1+Ve1 Vu (Tn) Mu (Tn-m)

    1.00 26.73 14.70 3.00 16.02 64.340.91 15.98 8.79 3.00 9.36 26.361.00 23.23 12.78 3.00 13.41 43.971.00 23.21 12.77 3.00 15.45 51.680.89 22.77 12.52 3.00 11.58 27.031.00 83.78 46.08 2.77 83.65 360.491.00 36.50 20.08 3.00 29.55 96.851.00 29.62 16.29 3.00 25.56 98.371.00 26.72 14.70 3.00 15.72 65.560.91 15.97 8.78 3.00 9.36 26.361.00 23.23 12.78 3.00 13.41 43.971.00 23.21 12.77 3.00 15.45 51.680.89 22.78 12.53 3.00 11.58 27.031.00 36.62 20.14 3.00 29.55 96.851.00 45.98 25.29 2.31 45.90 223.251.00 23.67 13.02 2.92 23.68 56.171.00 18.55 10.20 3.00 15.45 35.08

    1.00 25.12 13.82 3.00 19.59 59.051.00 17.02 9.36 3.00 13.26 24.351.00 51.46 28.30 2.65 51.52 189.791.00 25.10 13.81 3.00 19.59 59.051.00 17.06 9.38 3.00 13.26 24.351.00 23.67 13.02 2.92 23.68 56.171.00 18.55 10.20 3.00 15.45 35.081.00 46.01 25.31 2.32 46.10 224.22

    299.65 410.35

    287.48 312.19

    $o muro "on&!n#%o 1' P! o

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    ,er!&!"#"!on or"orte Ve

    . Vm

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    Story Pier Load Loc P V2STORY1 M X D To! "2(#0' 0#12STORY1 M X D Botto& ")1#** 0#12STORY1 M X L To! "'#$% "0#02STORY1 M X L Botto& "'#$% "0#02STORY1 M X +S To! 1 #0) )#($

    STORY1 M X +S Botto& 1 #0) )#($

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    V) T M2 M)0#1 "0#0(1 "0#1'( 0#(1)0#1 "0#0(1 0#0$2 1#1((

    0#0) "0#021 "0#0* 0#% (0#0) "0#021 0#021 0#%0%0#)% 0#0* "0#*1 2#((*

    0#)% 0#0* 0# 1) 1)#012

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    DATOS

    f'm = 650.00 Tn/m2 f'c =v'm = 80.62 Tn/m2

    (TABLA 12) PISO

    Muro Pg (Tn) Ve (Tn) Me (Tn-m) t (m) L (m)

    M1X 14.20 4.03 10.75 0.13 4.15M2X 10.79 2.38 4.31 0.13 2.55M3X 15.44 3.24 4.53 0.13 3.40M4X 14.31 3.21 7.41 0.13 3.48M5X 15.85 2.74 4.88 0.23 2.08

    M6-14X 47.73 22.68 61.78 0.23 7.20

    M7X 19.08 8.22 19.81 0.13 5.68M8X 17.42 6.56 15.49 0.13 4.55M9X 14.19 3.88 10.92 0.13 4.15

    M10X 10.79 2.38 4.31 0.13 2.55M11X 15.43 3.24 4.53 0.13 3.40M12X 14.30 3.21 7.41 0.13 3.48M13X 15.87 2.74 4.88 0.23 2.08M15X 19.38 8.22 19.81 0.13 5.68M1Y 21.19 14.40 48.76 0.13 7.35M3Y 12.50 6.08 8.99 0.13 3.68M4Y 13.62 4.50 6.21 0.13 2.63M6Y 16.20 4.64 10.10 0.13 3.68

    M8Y 10.81 3.55 4.37 0.13 2.53M10Y 37.06 16.89 40.41 0.13 7.28M12Y 16.17 4.64 10.10 0.13 3.68M14Y 10.91 3.55 4.37 0.13 2.53M16Y 12.50 6.08 8.99 0.13 3.68M17Y 13.67 4.50 6.21 0.13 2.63M19Y 21.23 14.40 48.76 0.13 7.35

    Todos los muros !s!n or s"smo mod#r!do $# % 0.55&$m$#r"f"c!c"on d# l! #s"s"(#nc"! !n(# )"smo )#v#ro

    387.12 * $+1 , X = 200.38288.91 * $+1 , Y = 200.38

    Re ! ten"!# #$ "orte (Vm) %e

    $m ,X-X = $m ,Y-Y =

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    2100 Tn/m2

    3 (VE=1/ .0 ton)

    Vm (Tn) . *Vm (Tn) Vm1+Ve1 Vu (Tn) Mu (Tn-m)

    1.00 25.01 13.76 3.00 12.09 32.241.00 15.84 8.71 3.00 7.14 12.921.00 21.37 11.75 3.00 9.72 13.591.00 21.50 11.83 3.00 9.63 22.221.00 22.88 12.58 3.00 8.22 14.641.00 77.73 42.75 3.00 68.04 185.34

    1.00 34.13 18.77 3.00 24.66 59.421.00 27.85 15.32 3.00 19.68 46.471.00 25.01 13.76 3.00 11.64 32.771.00 15.84 8.71 3.00 7.14 12.921.00 21.37 11.75 3.00 9.72 13.591.00 21.50 11.83 3.00 9.63 22.221.00 22.89 12.59 3.00 8.22 14.641.00 34.20 18.81 3.00 24.66 59.421.00 43.39 23.86 3.00 43.20 146.281.00 22.13 12.17 3.00 18.24 26.981.00 16.89 9.29 3.00 13.50 18.631.00 22.98 12.64 3.00 13.92 30.29

    1.00 15.72 8.65 3.00 10.65 13.101.00 46.65 25.66 2.76 46.62 111.541.00 22.98 12.64 3.00 13.92 30.291.00 15.74 8.66 3.00 10.65 13.101.00 22.13 12.17 3.00 18.24 26.981.00 16.90 9.30 3.00 13.50 18.631.00 43.40 23.87 3.00 43.20 146.28

    230.19 387.12

    245.64 288.91

    $o muro "on&!n#%o 1' P! o

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    -14.20 14.2 -10.79 10.79 -15.44 15.44 -14.31 14.31 -15.85 15.85 -47.73 47.73

    -19.08 19.08 -17.42 17.42 -14.19 14.19 -10.79 10.79 -15.43 15.43 -14.30 14.3 -15.87 15.87 -19.38 19.38 -21.19 21.19 -12.50 12.5 -13.62 13.62 -16.20 16.2

    -10.81 10.81 -37.06 37.06 -16.17 16.17 -10.91 10.91 -12.50 12.5 -13.67 13.67 -21.23 21.23

    ,er!&!"#"!on or"orte Ve

    . Vm

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    DISEO DE LOS MUROS AGRIETADOS POR C

    89c, 0#21 to.7c&2 r,:, 2# 2 & 8y,

    E tri;o ?@ A , 0#'* c&2 /,t.,

    Dis !" C"#$%&'DESCRIPCI N C1 C2

    UBICACI N E tre&a E tre&a1 P3, 22#11 to. Car3a de 3ra edad ac/&/52 V&, 1)#10 to. Corta.te de A3rieta&ie.toM/ **#2$ to. &) L, 2#0$ & Lo.3it/d de5 M/ro* L&, 2#0$ & Lo.3it/d de !aJo &ayor

    Nc, 2#00 co5 N/&ero de Co5/&.aM, 2%#%%' +, 1)#) to. +/er a a ia5 !rod/cida !or% Pc, '#'$ to. Car3a a ia5 !rod/cida !or$ Pt, #)0 0#00( T, 1#)$ '#'$ to. Traccio. e. co5/&.a10 C, 20#0) 20#0) to. Co&.!re io. e. co5/&.a11 Vc, '# to. Corta.te e. co5/&.a12 A , 2#22 )#%0 c&2 Acero ertica5 ReK/erida

    1) A , 2 6 17242 6)7$ 2 6 17242 6)7$Dis !" Es *i+" C"#$%&'

    1* Ac, *'0#00 c&21 A., )0*#00 c&21' 1, (#2* c& 1 , A 8y 7 -0#) t. 89c -Ac1% 2, 11#$ c& 2 , A 8y 7 -0#12 t. 89c ,1$ ), #00 c& ) , > d o c& 5o K/e e1( *, 10#00 c& * , 10 c& , e !acia&ie20 o.# Co.8# * #00 c& o.a de co.G.a&ie.to21 -17* , ( * 10 r 2 c&

    Dis !" ,i '22 T , '# to. T , V& L& 7 L , tracci2) A , 1#%) c&22* A &i., 1#)$ c&2 A & . , 0#1 89c A o5 7 8y o2 A ,22 -17* , 1 * 10 r 2 c& So5era e / a e tri;a e &

    A , T 7 -6 8y , rea de a

    * 6 $ &&

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    ORTE M XX -M12XX

    2 c&*#2 to.7c&21 coeGcie.te de 8ricciH. e. /.ta rayada( c&

    ada Dia3o.a5

    i &o e ero# 3

    A. "1 , e !acia&ie.to de e tri;o !or co&!re iH. -c&e !acia&ie.to de e tri;o !or co&!re iH. -c&a &ayor , e !acia&ie.to de e tri;o !or co&!re iH. -c&to & i&o de e tri;o !or co&!re iH.

    . e. 5a o5era -to.

    * 8 $ &

    i&o#

    cero :ori o.ta5 reK/erida / ar 6 , 0#(

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    DISEO DE LOS MUROS AGRIETADOS PO

    89c, 0#21 to.7c&2 r,:, 2# 2 & 8y,

    E tri;o ?@ A , 0#'* CM2 /,t.,

    Dis !" C"#$%&'C1 C2

    UBICACI N E tre&a E tre&a1 P3, )*#%2 to. Car3a de 3ra edad ac/&/52 V&, 2 #)2 to. Corta.te de A3rieta&ie.to* L, )# ) & Lo.3it/d de5 M/ro

    L&, )# ) & Lo.3it/d de !aJo &ayor' Nc, 2#00 co5 N/&ero de Co5/&.a% +, 11#2$ 1%#$) to. +/er a a ia5 !rod/cida !or$ Pc, %#2$ 12#01 to. Car3a a ia5 !rod/cida !or( Pt, 0#00 0#0010 T, *#00 #$2 to. Traccio. e. co5/&.a11 C, 1$# ' 2)#2( to. Co&.!re io. e. co5/&.a12 Vc, 12#'' to. Corta.te e. co5/&.a12 A , *#'% #1$ c&2 Acero ertica5 ReK/erida

    1) A ,

    Dis !" Es *i+" C"#$%&'1* Ac, )(0#00 20#00 c&21 A., 2)*#00 )2*#00 c&21' 1, %#11 %#$* c& 1 , A 8y 7 -0#) t. 89c -Ac1% 2, 11#$ 11#$ c& 2 , A 8y 7 -0#12 t. 89c ,1$ ), %# 0 %# 0 c& ) , > d o c& 5o K/e e1( *, 10#00 10#00 c& * , 10 c& , e !acia&ie.20 o.# Co.8# * #00 '0#00 c& o.a de co.G.a&ie.to

    21 -17* ,

    Dis !" Es *i+" ,i '22 T , 12#'' to. T , V& L& 7 L , tracci2) A , )#) c&22* A &i., 1#20 c&2 A & . , 0#1 89c A o5 7 8y o2 A ,22 -17* , 1 * 10 r 2 c& So5era e / a e tri;a e &

    * 6 172 * 6 172 4 2 6)7$

    1 ' %# * 10r 2 c&

    1 $ %#* 10 r 2 c&

    A , T 7 -6 8y , rea de a

    * 6 $ &&

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    R CORTE M6..- 12..

    2 c&*#2 to.7c&21 coeGcie.te de 8ricciH. e. /.ta rayada( c&

    ada Dia3o.a5

    i &o e ero# 3

    A. "1 , e !acia&ie.to de e tri;o !or co&!re iH.e !acia&ie.to de e tri;o !or co&!re iH.a &ayor , e !acia&ie.to de e tri;o !or co&!re iH.to & i&o de e tri;o !or co&!re iH.

    . e. 5a o5era -to.

    * 8 $ &

    i&o#

    cero :ori o.ta5 reK/erida / ar 6 , 0#(

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    T'+#' 12 F$ * 's I&

    M/ro PISO 1Ve Me1X"(X #') )0#')

    2X"10X )#0$ 1 #'))X"11X *#1$ 21#$2*X"12X )#() 1(#((

    X"1)X )#'2 1)#(('"1*X 10#2( %%#)2

    %X"1 X %#*% 0#$2$X #12 2(#*'

    T'+#' 12 F$ * 's I&

    M/ro PISO 1Ve Me1Y"1(Y 1*#2' (1#1)Y"1'Y #(* )0#*(*Y"1%Y )#($ 1*#)1'Y"12Y # 2 2%# 1$Y"1*Y )# 1)#0'

    10Y 12#($ (1#%'

    DATOS

    f'm = 650.00 Tn/m2 f'c =

    v'm = 81.00 Tn/m2

    (TABLA 13) PISO

    Muro Pg (Tn) Ve (Tn) Me (Tn-m) t (m) L (m)

    M1X 20.23 5.63 30.63 0.13 4.15M2X 15.63 3.08 15.63 0.13 2.55

    M3X 25.49 4.18 21.82 0.13 3.40

    M4X 24.34 3.93 19.99 0.13 3.48

    M5X 23.56 3.62 13.99 0.23 2.08

    M6-14X 67.46 10.29 77.32 0.13 7.20

    M7X 28.96 7.47 50.82 0.13 5.68

    M8X 23.32 5.12 29.46 0.13 4.55

    Re ! ten"!# #$ "orte (Vm) %e

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    M9X 20.23 5.63 30.63 0.13 4.15

    M10X 15.63 3.08 15.63 0.13 2.55

    M11X 25.49 4.18 21.82 0.13 3.40

    M12X 24.34 3.93 19.99 0.13 3.48

    M13X 23.56 3.62 13.99 0.23 2.08

    M15X 28.96 7.47 50.82 0.13 5.68

    M1Y 30.73 14.26 91.10 0.13 7.35M3Y 19.73 5.94 30.49 0.13 3.68

    M4Y 18.67 3.98 14.31 0.13 2.63

    M6Y 26.34 5.52 27.51 0.13 3.68

    M8Y 14.59 3.50 13.06 0.13 2.53

    M10Y 58.78 12.98 91.76 0.13 7.28

    M12Y 26.34 5.52 27.51 0.13 3.68

    M14Y 14.59 3.50 13.06 0.13 2.53

    M16Y 19.73 5.94 30.49 0.13 3.68

    M17Y 18.67 3.98 14.31 0.13 2.63

    M19Y 30.73 14.26 91.10 0.13 7.35

    Todos los muros !s!n or s"smo mod#r!do $# % 0.55&$m

    $#r"f"c!c"on d# l! #s"s"(#nc"! !n(# )"smo )#v#ro

    305.06 * $+1 , X = 193.82274.62 * $+1 , Y = 193.82

    DATOS

    f'm = 650.00 Tn/m2 f'c =

    v'm = 81.00 Tn/m2

    (TABLA 13) PISO

    Muro Pg (Tn) Ve (Tn) Me (Tn-m) t (m) L (m)

    M1X 14.34 4.47 16.45 0.13 4.15

    M2X 11.08 2.28 7.87 0.13 2.55

    M3X 18.20 3.19 11.29 0.13 3.40

    M4X 17.53 2.91 10.08 0.13 3.48

    M5X 17.08 2.57 6.89 0.23 2.08

    M6-14X 48.81 10.52 47.76 0.13 7.20

    M7X 20.55 7.22 31.99 0.13 5.68

    M8X 16.61 4.22 16.15 0.13 4.55

    M9X 14.34 4.47 16.45 0.13 4.15

    $m ,X-X =

    $m ,Y-Y =

    Re ! ten"!# #$ "orte (Vm) %e

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    M10X 11.08 2.28 7.87 0.13 2.55

    M11X 18.20 3.19 11.29 0.13 3.40

    M12X 17.53 2.91 10.08 0.13 3.48

    M13X 17.08 2.57 6.89 0.23 2.08

    M15X 20.55 7.22 31.99 0.13 5.68

    M1Y 21.68 12.92 55.15 0.13 7.35

    M3Y 14.15 4.46 15.48 0.13 3.68M4Y 13.46 2.89 7.37 0.13 2.63

    M6Y 18.76 4.03 13.60 0.13 3.68

    M8Y 10.45 2.53 5.91 0.13 2.53

    M10Y 42.00 12.65 59.05 0.13 7.28

    M12Y 18.76 4.03 13.60 0.13 3.68

    M14Y 10.45 2.53 5.91 0.13 2.53

    M16Y 14.15 4.46 15.48 0.13 3.68

    M17Y 13.46 2.89 7.37 0.13 2.63

    M19Y 21.68 12.92 55.15 0.13 7.35

    Todos los muros !s!n or s"smo mod#r!do $# % 0.55&$m

    $#r"f"c!c"on d# l! #s"s"(#nc"! !n(# )"smo )#v#ro

    346.40 * $+1 , X = 169.71293.08 * $+1 , Y = 169.71

    $m ,X-X =

    $m ,Y-Y =

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    *&'s , ( "&) 0 M ( "&-%) '& Sis%" M" *' " X-XPISO 2 PISO ) PISO *

    Ve Me Ve Me Ve Me*#*% 1'#* 2#*% #1$ 0#*2 1#0

    2#2$ %#$% 1#2 2#1) 0#) 0#$()#1( 11#2( 1#%1 )#2' 0#*2 1#02#(1 10#0$ 1# ) 2#%* 0#* 1#1)2# % '#$( 1#)$ 1#(( 0#** 1#0*

    10# 2 *%#%' %#*( 20#$) 2# ' )#'*%#22 )1#(( *#'' 1)#%( 0#$) 2#0$*#22 1'#1 2#)' #2% 0#) 0#%'

    *&'s , ( "&) 0 M ( "&-%) '& Sis%" M" *' " .-.

    PISO 2 PISO ) PISO *Ve Me Ve Me Ve Me12#(2 #1 $#11 22# ( 0#$ 2#1*#*' 1 #*$ 2#)' *#2* 0#'% 1#'(2#$( %#)% 1# 2 2#2 0#*% 1#')*#0) 1)#' 2#0$ )#*' 0#%1 1#%$2# ) #(1 1#'1 1# * 0#1% 1#*1

    12#' (#0 $#' 2%#% 2#1$ #

    1750 Tn/m2

    1 (VE=103. 2 ton)

    Vm (Tn) . *Vm (Tn) Vm1+Ve1 Vu (Tn) Mu (Tn-m)

    0.76 21.26 11.69 3.00 16.89 91.890.50 10.31 5.67 3.00 9.24 46.89

    0.65 17.50 9.63 3.00 12.54 65.46

    0.68 18.04 9.92 3.00 11.79 59.97

    0.54 15.86 8.72 3.00 10.86 41.97

    0.96 51.91 28.55 3.00 30.87 231.96

    0.83 31.46 17.30 3.00 22.41 152.46

    0.79 24.29 13.36 3.00 15.36 88.38

    $o muro "on&!n#%o 1' P! o

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    0.76 21.26 11.69 3.00 16.89 91.89

    0.50 10.31 5.67 3.00 9.24 46.89

    0.65 17.50 9.63 3.00 12.54 65.46

    0.68 18.04 9.92 3.00 11.79 59.97

    0.54 15.86 8.72 3.00 10.86 41.97

    0.83 31.46 17.30 3.00 22.41 152.46

    1.00 45.77 25.17 3.00 42.78 273.300.72 18.47 10.16 3.00 17.82 91.47

    0.73 14.38 7.91 3.00 11.94 42.93

    0.74 20.38 11.21 3.00 16.56 82.53

    0.68 12.40 6.82 3.00 10.50 39.18

    1.00 51.82 28.50 3.00 38.94 275.28

    0.74 20.38 11.21 3.00 16.56 82.53

    0.68 12.40 6.82 3.00 10.50 39.18

    0.72 18.47 10.16 3.00 17.82 91.47

    0.73 14.38 7.91 3.00 11.94 42.93

    1.00 45.77 25.17 3.00 42.78 273.30

    1.57

    1.42

    1750 Tn/m2

    2 (VE=160. 1 ton)

    Vm (Tn) . *Vm (Tn) Vm1+Ve1 Vu (Tn) Mu (Tn-m)

    1.00 25.15 13.83 3.00 13.41 49.35

    0.74 12.48 6.86 3.00 6.84 23.61

    0.96 21.37 11.75 3.00 9.57 33.87

    1.00 22.33 12.28 3.00 8.73 30.24

    0.77 18.81 10.35 3.00 7.71 20.67

    1.00 49.13 27.02 3.00 31.56 143.28

    1.00 34.61 19.04 3.00 21.66 95.97

    1.00 27.77 15.27 3.00 12.66 48.45

    1.00 25.15 13.83 3.00 13.41 49.35

    $o muro "on&!n#%o 1' P! o

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    0.74 12.48 6.86 3.00 6.84 23.61

    0.96 21.37 11.75 3.00 9.57 33.87

    1.00 22.33 12.28 3.00 8.73 30.24

    0.77 18.81 10.35 3.00 7.71 20.67

    1.00 34.61 19.04 3.00 21.66 95.97

    1.00 43.68 24.02 3.00 38.76 165.45

    1.00 22.60 12.43 3.00 13.38 46.441.00 16.92 9.31 3.00 8.67 22.11

    1.00 23.66 13.01 3.00 12.09 40.80

    1.00 15.70 8.64 3.00 7.59 17.73

    1.00 47.96 26.38 3.00 37.95 177.15

    1.00 23.66 13.01 3.00 12.09 40.80

    1.00 15.70 8.64 3.00 7.59 17.73

    1.00 22.60 12.43 3.00 13.38 46.44

    1.00 16.92 9.31 3.00 8.67 22.11

    1.00 43.68 24.02 3.00 38.76 165.45

    2.04

    1.73

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    ,er!&!"#"!on or"orte Ve

    . Vm

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    Pi o * Pi o ) Pi o 2 Pi o 1 [-to.7&22# '($ $#* %1 1*#)*** 20#2)1% )%# 00$)*1

    1#($)0 '# )2 11#0$20 1 #')1 *%#1 )((%

    )#'1 (2 10#(0'1* 1$#1(')' 2 #*$' $ %#''1(* %)#(2'2' 10#%2(*2 1%# )2 $ 2*#)) %* )#$'((2$1*#1)* % 10#'0$1( 1%#0$1$1 2)# *) $%#)2)1$$1

    11# 0%' )0#1 '(1 *$#$0'1% '%#* *) %2#0'%%'%1)#%** 12#1*$$ 20# )1 2$#( %* )(#2 0(' $

    )#1%%*' (#$(1*2 1'#'0 )$ 2)#)1()* )(#*2*0%**2# '($ $#* %1 1*#)*** 20#2)1% )%# 00$)*1

    1#($)0 '# )2 11#0$20 1 #')1 *%#1 )((%)#'1 (2 10#(0'1* 1$#1(')' 2 #*$' $ %#''1(* %)#(2'2' 10#%2(*2 1%# )2 $ 2*#)) %* )#$'((2$1

    *#1)* % 10#'0$1( 1%#0$1$1 2)# *) $%#)2)1$$1)#%** 12#1*$$ 20# )1 2$#( %* )(#2 0(' $)# %%1 12#'2% 21#'%%( )0#%2$) )2#1 (** )2#($ '1 $# ''%% 1*#1*%() 1(#%2(0( *1#2( $* 1)#0* '2 $#2 * * 1)#*')*' 1$#'%2)$ *#%1% (%1

    )# (0( 11#1%) 1$#% 1 2'#))%2 #12% %%22#1' '#)0$' 10#* 1% 1*# (*$ **#*'2'0*%$#**)(2 2 #221** *1#(($(' $#%%'*$ '2#1*$00(

    )# (0( 11#1%) 1$#% 1 2'#))%2 #12% %%22#1' '#)0$' 10#* 1% 1*# (*$ **#*'2'0*%2#($ '1 $# ''%% 1*#1*%() 1(#%2(0( *1#2( $* 1)#0* '2 $#2 * * 1)#*')*' 1$#'%2)$ *#%1% (%1)# %%1 12#'2% 21#'%%( )0#%2$) )2#1 (** )

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    DISEO DE LOS MUROS AGRIETADOS

    89c, 0#1% to.7c&2 r,:, 2# 2 & 8y,

    E tri;o 0#'* c&2 /,t.,

    T'+#' 1 PISO 1- DISEO DE LOSMURO 1X-7X 2X-18X 3X-

    COLUMNA C1 C2 C) C* CUBICACI N E tre&a I.ter.a E tre&a E tre&a E tre&a

    1 P3, 20#2) 1 #') 2 #2 V&, 21#2' 10#)1 1%#) M/ (1#$( *'#$( ' #* L, *#1 2# )#

    L&, 2#0$ 2# 2#' Nc, )#00 2#00 )#% M, ' #10 ))#(0 *)#$ +, 1 #'( 1)#2( 12#( Pc, '#%* %#$2 $#10 Pt, 0#00 *#() %# ) 0#00 0#0011 T, $#(* 1#2* 0#00 #*$ *#2%12 C, 22#*) 0#2( 21#11 21#11 21#2'1) Vc, )#(( 2#'' #1' #1' #01* A , )#'2 1#0( 1#** 2#($ 2#'1

    1 A a / ar, 2 6 17242 6)7$ * 6 $&& * 6 $&& 1 6 1724) 6)7$ * 6 )7$*#00 2#00 2#00 )#*2 2#$*0#$0 1#00 1#00 0#$0 0#$0

    1% A., 1)2 0 1*$ 1)' 1 $1$ Ac8, 1( #00 1( #00 1( #00 1( #00 1( #001( U ar, 1) 20 1) 1 1) 2 1) 20 1) 220 Ac, 2'0#00 1( #00 )2 #00 2'0#00 )2 #0021 A., 1**#00 ((#00 1$(#00 1**#00 1$(#0022 A &i., 1#0$ 0#$1 1#) 1#0$ 1#)2) 1, %#0' #$% %#(1 %#0' %#(1

    2* 2, 1*#22 1*#22 1*#22 1*#22 1*#222 ), #00 #00 '#2 #00 '#22' *, 10#00 10#00 10#00 10#00 10#002% o.# Co.8# * #00 * #00 * #00 * #00 * #00

    2$ -17* ,

    Dis !" S"# *'s22 T , #)2 #1' '#

    1' \,

    ( * 10r 2 c&

    ( * 10r 2 c&

    ( * 10r 2 c&

    ( * 10r 2 c&

    ( * 10r 2 c&

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    2) A , 1#*1 1#)' 1#2* A &i., 1#00 1#00 1#2 A , * 6 $ && * 6 $ && * 6 $

    22 -17* , 1 * 10 r 2 c& 1 * 10 r 2 c& 1 * 1

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    OR CORTE X-X

    2 c&*#2 to.7c&21 coeGcie.te de 8ricciH. e. /.ta rayada( c&

    UROS X-X1X X-12X 5X-13X

    C' C% C$ C(I.ter.a E tre&a E tre&a E tre&a

    *( 2*#)* 2)# '0 1$#0* 1 #$'

    *' (#(% *1#(%0 )#*$ 2#0$

    2 )#*$ 2#0$0 2#00 2#00

    *1 )%#2* 21#((%% 10#%2 10#'00 12#1% 11#%$

    '#*' 0#00 0#00 %#000#00 0#00 0#00 0#000#00 22#$$ 22#)% 22#)%)#)' (#0) %#( %#(0#(* 2# ) 2#2) 2#2)

    * 6 $&& * 6 )7$ * 6 )7$ * 6 )7$2#00 2#$* 2#$* 2#$*1#00 0#$0 0#$0 1#00

    0 1%% 1%1 1)$1( #00 )0)#') )* #00 )* #001) 1 1)X2 2) 20 2) 201( #00 )2 #00 *'0#00 *'0#00((#00 1$(#00 )0*#00 )0*#000#$1 1#) 1#(2 1#(2

    #$% %#(1 11#0( 11#0(

    1*#22 1*#22 1*#22 1*#22#00 '#2 #00 #0010#00 10#00 10#00 10#00* #00 * #00 * #00 * #00

    ) (#0) %#(

    ( * 10r 2 c&

    ( * 10r 2 c&

    ( * 10r 2 c&

    ( * 10r 2 c&

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    DISEO DE LOS MUROS AGRIETADOS P

    89c, 0#1% to.7c&2 r,:, 2# 2 & 8y,

    E tri;o 0#'* c&2 /,t.,

    T'+#' 1 PISO 1- DISEO DE LOS MUROS X-XMURO 6-1 X 9X-15X

    COLUMNA C10 C11 C12 C1) C1*UBICACI N E tre&a I.ter.a E tre&a I.ter.a E tre&a

    1 P3, '%#*' 2$#('2 V&, 1#(1 )1#*') M/ 2)1#(' 1 2#*'* L, %#20 #'$

    L&, )#'0 2#$*' Nc, )#00 )#00% M, 1''# 112#$2$ +, 2)#1) 1(#$$( Pc, 22#*( (#'10 Pt, 0#00 %#00 0#00 0#00 *#)$11 T, 0#' 0#00 10#2) *#)2 #$12 C, * #'2 1)#*0 2(# ) 0#00 2(# )1) Vc, (#%) '#*( #(0 )#() #(01* A , 2#(1 1#$2 *# 2 2#)1 )#2(

    1 A a / ar, * 6 172426)7$ * 6 $&& 2 6 1724* 6)7$ * 6 )7$ 2 6 17242 6)7$'# $ 2#00 #*2 2#$* *#000#$0 1#00 0#$0 0#$0 1#00

    1% A., )22 %* 1'( 0 1%1$ Ac8, )2%#1' 21$#11 1($#2$ 1( #00 1($#2$1( U ar, 1) *0 1) 20 1) 20 1) 1 1) 2020 Ac, 20#00 2'0#00 2'0#00 1( #00 2'0#0021 A., )2*#00 1**#00 1**#00 ((#00 1**#0022 A &i., 2#1% 1#0$ 1#0$ 0#$1 1#0$2) 1, (#*0 %#0' %#0' #$% %#0'

    2* 2, 1*#22 1*#22 1*#22 1*#22 1*#222 ), 10#00 #00 #00 #00 #002' *, 10#00 10#00 10#00 10#00 10#002% o.# Co.8# * #00 * #00 * #00 * #00 * #00

    2$ -17* ,

    Dis !" S"# *'s22 T , 12#($ %#$%

    1' \,

    1 ' %#* 10r 2 c&

    ( * 10r 2 c&

    ( * 10r 2 c&

    ( * 10r 2 c&

    ( * 10r 2 c&

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