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&
r co&!re iH. -c&
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C/r e 2 1 # 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#0()% "2)1#%%)% '*#1 0 0#1(*% "2)$#)20) '#(20)"0#0%(' "20'#($' $)#$$) 0#0*1 "20(#00(% $2#*0)1"0#0'1 "1$*#0%( (%#''%* 0#0'2 "1$ #*12% ('#$'''"0#0)%) "1'0#0$)$ 10$#1*2* 0#0$( "1'0#%2$% 10%#'(%2
")#2(E"0) "1)*#))2* 11 #( )1 0#12$2 "1)*#2$'( 11 # *)*)#'1E"0) "11)#*% 1 11 #0''( 0#10$% "112# 1*( 11*#%(1))#'1E"0) "(*#1$1 10$# %1) 0#10$% "(2#)'$ 10%# ' (
#($E"0) "%)#$'1$ ('#(%%% 0#1*($ "%1#1)$) (*#(*$(0#02%% "*%#01(% % #*2% 0#)$$ ")'#10*$ ' #))*10#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
V) T M2 M)0#1 "0#0(1 "0#1'( 0#(1)0#1 "0#0(1 0#0$2 1#1((
0#0) "0#021 "0#0* 0#% (0#0) "0#021 0#021 0#%0%
0#)% 0#0*1 "0#*1( )#020#)% 0#0*1 0# 1% 1)#121
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C/r e * * # de3ree C/r e '0# de3reeM2 P M) M2 P M)
"0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)0# (22 "2)$#)20) *'#1'$ 1#1)(2 "2)$#)20) ))#(* 10#1$0* "211#%*'1 $0#2(1( 0#)'$) "21%#(() %*#($0$0#20) "1$%#20*$ ( #%21) 0#)(*( "1(0#2)($ ()# $%20#2)*' "1'1# %(1 10%#0 ' 0#*)0% "1'2#(%$$ 10 #$*%*0#2%$ "1)*#1()2 11*#( 0' 0#*$1) "1))#%0'1 11)#'01*
0#2) "111#0)(% 11*#1(1( 0#*0(* "10$#1 $ 112#'*%20#2 ) "$(#$10* 10'#01$ 0#*'2) "$*#$**2 102#*$$(0#)1)' "''#()$1 (1# )1$ 0# %$' " '#$* * $2#' 10#('$$ "2)#22)( #%*%2 1#(0)$ "'#)*1' *)#*2 20#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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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)
0#%22 "1((# $ $*#%222 1#$10( "1$(#$ 1* )#()E"0)0#%' 2 "1' #)'*% 100#%(2 1#%*)2 "1 *#*)$ 2#2(E"0)0#$*%* "1)0#$'** 10$#0)%* 1#(11% "11 #) 1 " # 0E"0*0#%*% "((#(%*( 10 #)*') 1#$0 1 "$(#( 2 "1#20E"0)0#$' % "''#($)( $%#00%) 2#)%*' "')#2212 "2#2$E"0)1#)0'' "2$#22%2 '#)(2* )#0%$$ "))#$12( "*#2)E"0)2#$01% (#'*12 2$#%$2 2#'0$' $#(21) "0#012%0#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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C/r e $ 10 # de3ree C/r e ( 120# de3reeM2 P M) M2 P M)
"0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0))#$$ ( "2)$#)20) "2*#1(* 1#2( "2)$#)20) "))#$* 1'#)')$ "2)$#)20) " 2# () 2#)2%1 "21$#1'*2 "%*#$*12$#1$)* "1((#$2 % "$*# '( 1#$1' "1(0#*2$* "()#*$'%
(#))$ "1' #'2 % "100#%0') 1#%*2* "1')#2** "10 #%'22(#$*%' "1)1#21$) "10$#00*( 1#(1 "1)*#0(0' "11)# ''1(#120% "100#2* 2 "10 #*0)* 1#$0'$ "10$#)$$' "112#%0%'%#$2$% "'%#2$ * "$%#2) 2#)'$ "$ #01(( "102# % 2
#$%)$ "2$#)$'1 " '#*'* )#0%% " %#0$$1 "$2#$*2*)#)%$* (# $2 "2$#$21 2#'12' "'#1) % "*)#2)%0#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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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*#$$') 0#*$0' "1)*#' $% "11 #*%)$0#%*%1 "111#2('1 "11*#2% $ 0#*0'( "112#%*0$ "11*#$* *0#$' 2 "(0#020* "10'#1)2( 0#* $( "(2# %$% "10%#'%(1#)0*1 "'%#1111 "(1#'*(' 0# $2* "%1#)%0( "( #12 22#$0*( "2)#*%(% " #$'1' 1#(0 % ")'#)$0* "' # *1*0#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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C/r e 12 1' # de3ree C/r e 1) 1$0# de3reeM2 P M) M2 P M)
"0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)0# (*% "2)1#% 1( "'*#1'%$ 0#1$') "22'#$'2 "'$#*' '0#1$0) "20%#10$' "$)#$002 0#0*1 "20 #)*1( "$ #0*110#20)* "1$*#2%2' "(%# %* 0#0'1( "1$)#10) "($#2**)0#2)*) "1'0#) %( "10$#0 1 0#0$(2 "1 (#%$* "10$#*2 10#2%%( "1)*#%0%( "11 #$%() 0#12%' "1)*#%)) "11'#21 2
0#2) "11)#%011 "11 #11$' 0#10$% "11*# )2% "11 #)1'*0#2 1$ "(*#) 1 "10$#'*% 0#10$% "( #' (( "10(#2)10#)12% "%*#0( $ "(%#1 ' 0#1*( "%'#*$'$ "($#$%)%0#(% ) "*%#)1 2 "% #' 0 0#)(1* " )#$ 1) "$1#*12$0#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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C/r e 1* 1( # de3ree C/r e 1 210# de3reeM2 P M) M2 P M)
"0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)"0#0()% "2)1#%11 "'*#201$ "0#)%)1 "2)$#)20) " '#$'%("0#0%(% "20%#0%() "$)#$11% "0#20)( "20(#0''$ "$2#)*'"0#0'1% "1$*#21)% "(%# $%( "0#1$$ "1$ #*%'$ "('#$0*'"0#0)%' "1'0#2'' "10$#0'2$ "0#1'$ "1'0#$02 "10%#'2$2
")#$)E"0) "1)*# % ' "11 #$%' "0#1)( "1)*#)%*% "11 #*'*2)#'1E"0) "11)# () "11 #0(*2 "0#101 "112# 0$( "11*#%(02)#'1E"0) "(*#2%02 "10$#'111 "0#101 "(2#***) "10%#')*%
#2(E"0) "%*#100% "(%#1%)1 "0#1)21 "%1#)%'* "( #1 *0#02'* "*%#*2 2 "% #% $) "0#)2) ")'# $ ( "' #%)('0#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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C/r e 1' 22 # de3ree C/r e 1% 2*0# de3reeM2 P M) M2 P M)
"0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)"0#%$)% "2)$#)20) "*'#1('2 "1#)))1 "2)$#)20) "))#((("0#)*'1 "211#% 2* "$0#2'0% "0# )$* "21%#$0)$ "% #10)2"0#)))% "1$%#1%1$ "( #'$$ "0# 2($ "1(0#0)*' "()#'1')
"0#)1% "1'1# 0** "10%#00)2 "0# 1$1 "1'2#'* ( "10 #$2"0#2()* "1)*#0%0 "11*#$'*1 "0# 01' "1))#)0 ) "11)# '**"0#222$ "110#(*22 "11*#21'% "0#)(*% "10%#$20$ "112#')*)"0#2)$$ "$(#%$2( "10'#0*)$ "0#*)$' "$*#%011 "102#*('%"0#2$$$ "'%#211' "(1#%$(' "0# ) $ " %#00* "$2#$2%2"0#$% $ "2)#% * " '#02(2 "1#%*() "'#$'*' "*)#%('0#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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C/r e 1$ 2 # de3ree C/r e 1( 2%0# de3reeM2 P M) M2 P M)
"0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)"1#' % "2)$#)20) "2*#)()1 "1# )' "2)$#)20) '#0 E"0)"1#01*2 "2)$#)20) " )#1'1' "2# 1 ( "222#0%$% #)(E"0)"0#$'*) "1($#%12$ "$ #)%( "1#(2%% "1$'#%*$$ *#21E"0)"0#$'0% "1'*# 0)' "101#0'02 "1#$)1( "1*(#%(11 2#*(E"0)"0#$'%$ "12(#'11' "10%#((*' "1#(2*2 "10(#$0 1 "2#10E"0*
"0#%22 "((#0%0( "10 #0)0$ "1#% $2 "$'#$'2) "*#$%E"0*"0#$1$$ "' #(%0 "$'#)2(1 "2#)2( "'2#1%(% "1#))E"0)"1#2* "2$#)1*) " '#*(2* "2#(1() ")*#(0*' ")#02E"0)"2# $*% $#)'(( "2(#((($ "2#*2'' 2#'(*' "0#01010#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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C/r e 20 2$ # de3ree C/r e 21 )00# de3reeM2 P M) M2 P M)
"0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)"*#1)2( "2)$#)20) 2*#**%* "1# )(% "2)$#)20) )*#0(($"'#') * "2)$#)20) )#2$0* "2# 1%% "21%#') % #2*"$#)('$ "1($#*' $ # 2)% "1#(2)$ "1$(#$*'1 ()#%1 $"(#*1%% "1'*#2*2( 101#1*2' "1#$)2) "1'2#)$01 10 #(0$("(#%((' "12(#2 %2 10$#022) "1#(2 1 "1)2#(202 11)# (%2"(#0'' "($#$00' 10*#(%0( "1#% ' "10%# '*% 112# * '"%#%%0) "' #%02 $'#12( "2#))%% "$*# 2 $ 102#*101" #$)(' "2$#1 ' '#*1( "2#(1() " '#%' $2#'))%")#**2 $#*2*% 2(#(''2 "2#*22( "'#%*)$ *)#% 110#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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C/r e 22 )1 # de3ree C/r e 2) ))0# de3reeM2 P M) M2 P M)
"0#1'2% "2)$#)20) (#**E"0) "0#1'2% "2)$#)20) (#**E"0)"1#''0) "2)$#)20) *'#) )* "1#))1 "2)$#)20) %#012("1#00(% "211#')1 $0#)*( "0# )$* "20$#(* ) $2#*)1)"0#$'*) "1$'#($12 ( #%$*2 "0# 2(% "1$ #2$*( ('#$((1"0#$'0% "1'1#2)*$ 10%#0$$1 "0# 1$ "1'0# )0) 10%#%1*2"0#$'( "1))#%02$ 11*#(2%1 "0# 01* "1)*#002' 11 # ))1"0#%2*2 "110#'$ $ 11*#1)1' "0#)('( "112#2$) 11*#%)"0#$1(2 "$(# %2$ 10 #(2$ "0#**1 "(2#2)*1 10%# 20'"1#2*%* "'%#0)(2 (1#'%1$ "0# )12 "%1#1*)$ (*#(%%*"2# '1( "2)# 01' #(1 % "1#%* * ")'#)10 ' # )20#21$ )(#01() "0#012% 0#21$ )(#01() "0#012%
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C/r e 2* )* # de3reeM2 P M) M2
"0#1'2% "2)$#)20) (#**E"0) "0#1'2%"0#%$12 "2)1# %21 '*#)2$2 "0#)'(("0#)*'1 "20'#( %) $)#$( "0#20)("0#)))' "1$*#020' (%#'$12 "0#1$$*"0#)1'$ "1 (#((1$ 10$#1*($ "0#1'%%"0#2()1 "1)*#2001 11 #(*( "0#1)$'"0#222$ "11)#)'% 11 #0*22 "0#101"0#2*1$ "(*#100$ 10$# ) ) "0#101"0#2$$* "%)#$''% ('#((** "0#1)1"0#$'%( "*%#0''% % #*'(2 "0#)2)0#21$ )(#01() "0#012% 0#21$
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DISEO DE LOS MU
DP-M3
C/r e 1 0# de3ree C/r e 1) 1$0# dP M) M2 P M)
"2)(#2%( "10# ) ( *#')E"0* "2)(#2%( "10# ) ("2)*#1%2$ 10%# )1$ 1# )E"0* "222#%'$ "1)0#0%('"212#$$)( 1)$#%* (#02E"0 "1(%#$$(% "1'1#*1'2"1(0#$% % 1'*#2'$ 0 "1% #010' "1$)#1'))"1'%#%$$1 1$*#%'2% "(#%'E"0 "1 0#%'%% "200#00"1*2#(%1' 201#*20% "2#*$E"0* "12*#))$) "21)#22$'"12)#1)%' 201#$$*% "2#$0E"0* "10)#'2'% "210#**%*"10*#*0'' 1()#*'$ "2#$0E"0* "$*#(2%* "1(%#$2*(
"$*#'(*% 1%'#%001 "2#$0E"0* "''#22$1 "1%$#2*%$" %#'2 1*2#'2* "2#$(E"0* "**#'1*$ "1*'#'(1%**#)$** "2#( %2 "'#22E"0* **#)$** "2#( %2
PISO MUROSSTORY1 M'Y
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E. 5a co5/&.a derec:a * 6 172 4 2 6 )
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IAGRAMA DE INTERACCION M 6.. P-M2
3ree C/r e % (0# de3ree C/r e 1( 2%0#M2 P M) M2 P M)
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L "'#%* "0#011 "0#011 0#%22 0#%22+S "12#0* "0#1)2 "0#) (0* )2#*' $$#2(
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7$ y e. 5a co5/&.a i K/ierda * 6 172 #
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r, 2 c&8y, *#2 to.7c&2/, 1 coeGcie.te de 8ricciH. e. /.ta rayadat., ( c&
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to. Traccio. e. co5/&.ato. Co&.!re io. e. co5/&.ato. Corta.te e. co5/&.ac&2 Acero ertica5 ReK/erida
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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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2%0# de3ree C/r e 20 2$ # de3ree C/r e 21M) M2 P M) M2 P
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))0# de3ree C/r e 2* )* # de3reeM) M2 P M) M2
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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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112/180
) 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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113/180
1 CT%CT$CT(
CT10CT11CT12
2 a *
CT1CT2CT)CT*CTCT'CT%CT$CT(
CT10CT11CT12
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114/180
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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117/180
727-d114d1
RE+W
#00
727-dA4dS
-
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118/180
#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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120/180
-
7/26/2019 Estatico Verificacion Con La Norma e 070
121/180
-
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122/180
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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123/180
-
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124/180
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125/180
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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126/180
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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127/180
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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131/180
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
$o muro "on&!n#%o 1' P! o
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132/180
,er!&!"#"!on or"orte Ve
. Vm
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7/26/2019 Estatico Verificacion Con La Norma e 070
133/180
Story Pier Load Loc P V2STORY1 M X D To! "2(#0' 0#12STORY1 M X D Botto& ")1#** 0#12STORY1 M X L To! "'#$% "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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136/180
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
$o muro "on&!n#%o 1' P! o
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137/180
-14.20 14.2 -10.79 10.79 -15.44 15.44 -14.31 14.31 -15.85 15.85 -47.73 47.73
-19.08 19.08 -17.42 17.42 -14.19 14.19 -10.79 10.79 -15.43 15.43 -14.30 14.3 -15.87 15.87 -19.38 19.38 -21.19 21.19 -12.50 12.5 -13.62 13.62 -16.20 16.2
-10.81 10.81 -37.06 37.06 -16.17 16.17 -10.91 10.91 -12.50 12.5 -13.67 13.67 -21.23 21.23
,er!&!"#"!on or"orte Ve
. Vm
-
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138/180
DISEO DE LOS MUROS AGRIETADOS POR C
89c, 0#21 to.7c&2 r,:, 2# 2 & 8y,
E tri;o ?@ A , 0#'* c&2 /,t.,
Dis !" C"#$%&'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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139/180
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#(
-
7/26/2019 Estatico Verificacion Con La Norma e 070
140/180
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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141/180
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
$o muro "on&!n#%o 1' P! o
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147/180
0.74 12.48 6.86 3.00 6.84 23.61
0.96 21.37 11.75 3.00 9.57 33.87
1.00 22.33 12.28 3.00 8.73 30.24
0.77 18.81 10.35 3.00 7.71 20.67
1.00 34.61 19.04 3.00 21.66 95.97
1.00 43.68 24.02 3.00 38.76 165.45
1.00 22.60 12.43 3.00 13.38 46.441.00 16.92 9.31 3.00 8.67 22.11
1.00 23.66 13.01 3.00 12.09 40.80
1.00 15.70 8.64 3.00 7.59 17.73
1.00 47.96 26.38 3.00 37.95 177.15
1.00 23.66 13.01 3.00 12.09 40.80
1.00 15.70 8.64 3.00 7.59 17.73
1.00 22.60 12.43 3.00 13.38 46.44
1.00 16.92 9.31 3.00 8.67 22.11
1.00 43.68 24.02 3.00 38.76 165.45
2.04
1.73
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148/180
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7/26/2019 Estatico Verificacion Con La Norma e 070
149/180
,er!&!"#"!on or"orte Ve
. Vm
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7/26/2019 Estatico Verificacion Con La Norma e 070
150/180
-
7/26/2019 Estatico Verificacion Con La Norma e 070
151/180
Pi o * Pi o ) Pi o 2 Pi o 1 [-to.7&22# '($ $#* %1 1*#)*** 20#2)1% )%# 00$)*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$) )2#1 (** )
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7/26/2019 Estatico Verificacion Con La Norma e 070
152/180
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7/26/2019 Estatico Verificacion Con La Norma e 070
153/180
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7/26/2019 Estatico Verificacion Con La Norma e 070
154/180
DISEO DE LOS MUROS AGRIETADOS
89c, 0#1% to.7c&2 r,:, 2# 2 & 8y,
E tri;o 0#'* c&2 /,t.,
T'+#' 1 PISO 1- DISEO DE LOSMURO 1X-7X 2X-18X 3X-
COLUMNA C1 C2 C) C* CUBICACI N E tre&a I.ter.a E tre&a E tre&a E tre&a
1 P3, 20#2) 1 #') 2 #2 V&, 21#2' 10#)1 1%#) M/ (1#$( *'#$( ' #* L, *#1 2# )#
L&, 2#0$ 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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7/26/2019 Estatico Verificacion Con La Norma e 070
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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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156/180
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#$$ 22#)% 22#)%)#)' (#0) %#( %#(0#(* 2# ) 2#2) 2#2)
* 6 $&& * 6 )7$ * 6 )7$ * 6 )7$2#00 2#$* 2#$* 2#$*1#00 0#$0 0#$0 1#00
0 1%% 1%1 1)$1( #00 )0)#') )* #00 )* #001) 1 1)X2 2) 20 2) 201( #00 )2 #00 *'0#00 *'0#00((#00 1$(#00 )0*#00 )0*#000#$1 1#) 1#(2 1#(2
#$% %#(1 11#0( 11#0(
1*#22 1*#22 1*#22 1*#22#00 '#2 #00 #0010#00 10#00 10#00 10#00* #00 * #00 * #00 * #00
) (#0) %#(
( * 10r 2 c&
( * 10r 2 c&
( * 10r 2 c&
( * 10r 2 c&
-
7/26/2019 Estatico Verificacion Con La Norma e 070
157/180
-
7/26/2019 Estatico Verificacion Con La Norma e 070
158/180
DISEO DE LOS MUROS AGRIETADOS P
89c, 0#1% to.7c&2 r,:, 2# 2 & 8y,
E tri;o 0#'* c&2 /,t.,
T'+#' 1 PISO 1- DISEO DE LOS MUROS X-XMURO 6-1 X 9X-15X
COLUMNA C10 C11 C12 C1) C1*UBICACI N E tre&a I.ter.a E tre&a I.ter.a E tre&a
1 P3, '%#*' 2$#('2 V&, 1#(1 )1#*') M/ 2)1#(' 1 2#*'* L, %#20 #'$
L&, )#'0 2#$*' Nc, )#00 )#00% M, 1''# 112#$2$ +, 2)#1) 1(#$$( 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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7/26/2019 Estatico Verificacion Con La Norma e 070
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2) A , )#*) 2#0$2* A &i., 1#00 1#002 A , 2 6 17242 6)7$ * 6 $ &&
22 -17* , 1 * 10 r 2 c& 1 * 10 r 2 c&
-
7/26/2019 Estatico Verificacion Con La Norma e 070
160/180
OR CORTE X-X
2 c&*#2 to.7c&21 coeGcie.te de 8ricciH. e. /.ta rayada( c&
:XC1
E tre&a2)#)22*#2($$#)$*#
*#2#00%#%%
12#%011#''0#001#0*
2*#)'12#1)#'(
2 6 17242 6)7$*#000#$01
*0$#2*1) )* #002%(#00
1#(0(#02
1*#22$#%10#00* #00
12#1
1 ' %#* 10 r 2 c&
-
7/26/2019 Estatico Verificacion Con La Norma e 070
161/180
)#211#00
2 6 17242 6)7$1 * 10
r 2 c&
-
7/26/2019 Estatico Verificacion Con La Norma e 070
162/180
DISEO DE LOS MUROS AGRIETA
89c, 0#1% to.7c&2 r,:, 2# 2 & 8y,
E tri;o ?@ 0#'* c&2 /,t.,
T'+#' 1 PISO 1- DISEO DEMURO 1.-17. 3.-16. .-
COLUMNA C1' C) C1% C2 C(UBICACI N E tre&a I.ter.a E tre&a E tre&a E tre&a
1 P3, )0#%) 1(#%) 1$#2 V&, * #%% 1$#*% 1*#) M/ 2%)#)0 (1#*% *2#* L, %#) )#'$ 2#