ALBAÑILERIA ARMADA rony.xlsx

8/17/2019 ALBAÑILERIA ARMADA rony.xlsx

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rony paul huacho romero

ALBAÑILERIA E

NOMBRE: RONY PAÚL

CODIGO: 04202007

CICLO: X


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NOMBRE: RONY PA


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TRUCTURAL

UACHO ROMERO


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L HUACHO ROMERO


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OMBRE: RONY PAÚL HUACHO ROM


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RO


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NOMBRE: RONY PA


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L HUACHO ROMERO


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Rony Paúl Huacho Romero

CARACTERISTICAS DEL EDIFICIO:

1.- DATOS DEL PROYECTO- CARACTERISTICAS GEOME

Ubicación del Edificio MoqueguaUso viviendaTipo de Suelo flexibleNumero de pisos 3Sistema de techado losa armada t = !otea ltura de piso a techo "#$% m ltura de e&e a e&e "#'3 m ltura de alfei!ares (#%% m excepto en S#)# donde

*os alf+i!ares de ventanas ser,n aislados de la estructura principal

ESPESOR EFECTIVO

t %#(" t efec > 0.12 m

h "#$% m h libre < 2.40 m

EDIFICACION ASIMETRICA

LX = 16.05 m

LY = 12.92 m

2.- DATOS : CARACTERISTICAS DE LOS MATERIAL

MUROS

El plano corresponde a la planta t-pica de un edificio de 3 pisos destinado a uso de viMoquegua sobre un suelo Flexible

los m!"#$l"s %&" s" "m'l"#() ") l *o)!#&**$+) ," "s!" "s,$-*$o '*#*!"#/s!$*s

DATOS DE A ESTR!"T!

20ht ≥


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nota: el mortero er! 1:" #$emento : arena %r&ea'

espesor de junta recomendado: #$%0 cm

DATOS : RESISTENCIAS CARACTERISTICAS

f'c !" #g$c% f'c "(%% ton/m" resistencia del co

Ec !&3&! #g$c% Ec "(030%0 ton/m" módulo de elastici

f'm !"" #g$c% f'm (%%% ton/m" 1esistencia carac

Em '"""" #g$c% Em '%%%%% ton/m" modulo de elastici

f 'b ($'#%% 2g/cm" f 'b ($'% ton/m" resistencia de la a

v 'm !"("" #g$c% v 'm (%% ton/m" 1esistencia carac

Gm """" #g$c% Gm "%%%%% ton/m" Modulo de 4orte

fy $"%% 2g/cm" fy $"%%% ton/m" resistencia del ac

Es "%%%%%% ton/m" Es "%%%%%% ton/m" modulo de elastici


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RICAS

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(#5% m 0$00% 0$%0$00& 0$&

61 * 78N S9SM94 3

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ienda. ubicado en la ciudad de

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RA


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creto

dad del concreto

eristica a la compresión

dad alba

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eristica a corte puro

ro

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METRADO DE CAR

MURO t h L Pe

X-1 0.12 2.4 3. 2.4X-2 0.12 2.4 1.!" 2.4X-3 0.12 2.4 1.!" 2.4X-4 0.12 2.4 3. 2.4X- 0.12 2.4 3. 2.4X-# 0.12 2.4 2.#4 2.4X-! 0.12 2.4 2.#4 2.4X-$ 0.12 2.4 3. 2.4X-" 0.12 2.4 3. 2.4X-10 0.12 2.4 3. 2.4

X-11 0.12 2.4 2."# 2.4X-12 0.12 2.4 3. 2.4X-13 0.12 2.4 1.# 2.4X-14 0.12 2.4 1.# 2.4X-1 0.12 2.4 3. 2.4X-1# 0.12 2.4 2.# 2.4X-1! 0.12 2.4 2.# 2.4X-1$ 0.12 2.4 2.# 2.4X-1" 0.12 2.4 2.# 2.4

MURO t h L Pe %-1 0.12 2.4 2.3 2.4

%-2 0.12 2.4 2.! 2.4 %-3 0.12 2.4 3.# 2.4 %-4 0.12 2.4 2.! 2.4 %- 0.12 2.4 2.3 2.4 %-# 0.12 2.4 1.$ 2.4 %-! 0.12 2.4 2.1$ 2.4 %-$ 0.12 2.4 2.1$ 2.4 %-" 0.12 2.4 1.$ 2.4

%-10 0.12 2.4 1.# 2.4 %-11 0.12 2.4 2.24 2.4 %-12 0.12 2.4 2.24 2.4 %-13 0.12 2.4 1.# 2.4

%-14 0.12 2.4 1.$ 2.4 %-1 0.12 2.4 1.# 2.4 %-1# 0.12 2.4 1.$ 2.4 %-1! 0.12 2.4 2.! 2.4 %-1$ 0.12 2.4 2.2 2.4 %-1" 0.12 2.4 2.2 2.4 %-20 0.12 2.4 2.! 2.4 %-21 0.12 2.4 2.# 2.4 %-22 0.12 2.4 2.# 2.4 %-23 0.12 2.4 2.3 2.4 %-24 0.12 2.4 3.3 2.4 %-2 0.12 2.4 3.3 2.4

%-2# 0.12 2.4 2.3 2.4


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LOSA MACI&A t Are' Pe' 0$#( #))$%&(( 2$4

P. TOTAL CM (

METRADO DE CARGA

METRADO DE CAR)A *I*A !e+ NI*E,Uso - s$c A+ea s$cVIVIENDA 2%* 1$$."33 0$2%

PESO TOTAL DEL PRIMER NIVEL 14".$" T)

RESUMENX % PESO

#ER +,-E )$0( .$). #4&$&02DO +,-E )$0( .$). #4&$&0(ER +,-E )$0( .$)) #0($#&

PESO TOTAL DE LA ESTRUCTURA 402."$ T)

# 2 ( 42/(

MURO ,ON)( DE MURO .ESO MURO

X-1 #))$%&(( ($%% 0$#2 0$4( onX-2 #))$%&(( #$7&% 0$#2 0$22 onX-3 #))$%&(( #$7&% 0$#2 0$22 onX-4 #))$%&(( ($%% 0$#2 0$4( onX- #))$%&(( ($%% 0$#2 0$4( on

X-# #))$%&(( 2$.4% 0$#2 0$(2 onX-! #))$%&(( 2$.4% 0$#2 0$(2 onX-$ #))$%&(( ($%% 0$#2 0$4( on

AREA TOTA, DE.ISO

ES.ESOR EFECTI*O/0/

P

x P XCM

ΣΣ

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P

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X-10 #))$%&(( ($%% 0$#2 0$4( onX-11 #))$%&(( 2$&. 0$#2 0$(. onX-12 #))$%&(( ($%% 0$#2 0$4( onX-13 #))$%&(( #$. 0$#2 0$#& onX-14 #))$%&(( #$. 0$#2 0$#& onX-1 #))$%&(( ($%% 0$#2 0$4( onX-1# #))$%&(( 2$. 0$#2 0$(# on

X-1! #))$%&(( 2$. 0$#2 0$(# onX-1$ #))$%&(( 2$. 0$#2 0$(# onX-1" #))$%&(( 2$. 0$#2 0$(# on

%-1 #))$%&(( 2$( 0$#2 0$2) on %-2 #))$%&(( 2$7 0$#2 0$(2 on %-3 #))$%&(( ($. 0$#2 0$4( on %-4 #))$%&(( 2$7 0$#2 0$(2 on %- #))$%&(( 2$( 0$#2 0$2) on %-# #))$%&(( #$) 0$#2 0$22 on %-! #))$%&(( 2$#) 0$#2 0$2. on

%-$ #))$%&(( 2$#) 0$#2 0$2. on %-" #))$%&(( #$) 0$#2 0$22 on

%-10 #))$%&(( #$. 0$#2 0$#& on %-11 #))$%&(( 2$24 0$#2 0$27 on %-12 #))$%&(( 2$24 0$#2 0$27 on %-13 #))$%&(( #$. 0$#2 0$#& on %-14 #))$%&(( #$) 0$#2 0$22 on %-1 #))$%&(( #$. 0$#2 0$#& on %-1# #))$%&(( #$) 0$#2 0$22 on %-1! #))$%&(( 2$7 0$#2 0$(2 on %-1$ #))$%&(( 2$2 0$#2 0$2. on %-1" #))$%&(( 2$2 0$#2 0$2. on

%-20 #))$%&(( 2$7 0$#2 0$(2 on %-21 #))$%&(( 2$. 0$#2 0$(# on %-22 #))$%&(( 2$. 0$#2 0$(# on %-23 #))$%&(( 2$(% 0$#2 0$2) on %-24 #))$%&(( ($(% 0$#2 0$40 on %-2 #))$%&(( ($(% 0$#2 0$40 on %-2# #))$%&(( 2$(% 0$#2 0$2) on

ESPESOR

0 1 !f!c " #.12 m2 1 $ %&b! ( 2.)# m

V!&f&c*c&+, !% Esf!/0 A&

f% (%% 2g/cm" (%%% ton/m"4%ax 1 "5!'f% !'(" #g$c% !'"(" 0o6$%

%CV 0.25

20ht ≥


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' ! R O S E +

1 2 1

MURO t CM CV

X-1 0$#2 m ($0) on 0$(. onX-2 0$#2 m 2$(. on 0$(# onX-3 0$#2 m 2$(. on 0$(# onX-4 0$#2 m ($0) on 0$(. on

X- 0$#2 m %$(. on 0$72 onX-# 0$#2 m 4$#0 on 0$%% onX-! 0$#2 m 4$#0 on 0$%% onX-$ 0$#2 m %$(. on 0$72 onX-" 0$#2 m 7$77 on #$## on

X-10 0$#2 m 7$77 on #$## onX-11 0$#2 m )$0) on #$#) onX-12 0$#2 m .$ on 0$&7 onX-13 0$#2 m 2$.. on 0$(7 onX-14 0$#2 m 2$.. on 0$(7 onX-1 0$#2 m .$ on 0$&7 onX-1# 0$#2 m 2$.( on 0$(2 onX-1! 0$#2 m 2$2# on 0$2% onX-1$ 0$#2 m 2$2# on 0$2% onX-1" 0$#2 m 2$.( on 0$(2 on

'

! R O S E + 1

3 1

MURO t CM CV %-1 0$#2 m %$27 on 0$7. on %-2 0$#2 m %$(# on 0$7% on %-3 0$#2 m %$02 on 0$.7 on %-4 0$#2 m %$(# on 0$7% on %- 0$#2 m %$27 on 0$7. on %-# 0$#2 m 2$02 on 0$2% on %-! 0$#2 m 4$40 on 0$.2 on

%-$ 0$#2 m 4$40 on 0$.2 on %-" 0$#2 m 2$02 on 0$2% on %-10 0$#2 m ($%2 on 0$%0 on %-11 0$#2 m .$7& on #$00 on %-12 0$#2 m .$7& on #$00 on %-13 0$#2 m ($%2 on 0$%0 on %-14 0$#2 m 2$.. on 0$(. on %-1 0$#2 m %$0) on 0$7% on %-1# 0$#2 m 2$.. on 0$(. on %-1! 0$#2 m %$&4 on 0$)% on %-1$ 0$#2 m 4$&0 on 0$70 on %-1" 0$#2 m 4$&0 on 0$70 on

%-20 0$#2 m %$&4 on 0$)% on %-21 0$#2 m ($)7 on 0$%2 on %-22 0$#2 m ($)7 on 0$%2 on %-23 0$#2 m %$70 on 0$)2 on %-24 0$#2 m ($.. on 0$4. on %-2 0$#2 m ($.. on 0$4. on %-2# 0$#2 m %$70 on 0$)2 on


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A MUERTA 1er NIVEL

5m6 100 g8cm2

P *+ ,+ PX P% AREAS

2.43$ 1.!! 12.$# 4.3 31. 2$(7&4 m21.240! .#4! 12.$# !.00! 1." 2$0.2% m21.240! 10.402 12.$# 12."0# 1." 2$0.2% m22.43$ 14.2! 12.$# 3.02! 31. 2$(7&4 m22.43$ 1.!! ".3$ 4.3 23.01# 4$)#4( m21.$2$2 #.#42 ".3$ 12.144 1!.14" ($.&74 m21.$2$2 ".40! ".3$ 1!.1"" 1!.14" ($.&74 m22.43$ 14.2! ".3$ 3.02! 23.01# 4$)#4( m22.43$ 1.$" !.2# 4.#0 1!.$14 7$(&4. m22.43$ 14.1 !.2# 34.!33 1!.$14 7$(&4. m2

2.04#0 $.02 .!3 1#.41" 11.!23 7$)700 m22.43$ 1.$" 3.3 4.#0 $.##2 .$47(. m21.10" # 3.3 #.#3# 3."04 2$4(.% m21.10" 10.0 3.3 11.114 3."04 2$4(.% m22.43$ 14.1 3.3 34.!33 $.##2 .$47(. m21.!"!1 1.3 0.0# 2.33# 0.10$ 2$#()& m21.!"!1 4.02 0.0# !.224 0.10$ #$.&00 m21.!"!1 12.03 0.0# 21.#1" 0.10$ #$.&00 m21.!"!1 14.! 0.0# 2#.0$ 0.10$ 2$#()& m23!.214 2"$.#44 24$.2##

P *+ ,+ PX P% AREAS1.$"$ 3.#1 11.!! .!3" 1$.!11 %$04#7 m2

1.$##2 #.#0 11.! 12.32! 21."2 4$&)%0 m22.4$$3 $.02 11.12 1"."#" 2!.#!0 4$4(7% m21.$##2 ".44 11.! 1!.#2! 21."2 4$&)%0 m21.$"$ 12.44 11.!! 1".!!! 1$.!11 %$04#7 m21.2442 0.0# 10.34 0.0! 12.$# #$.&)7 m21.0#$ 1.# 10.3 2.31 1.$#! 4$#4.4 m21.0#$ 14.4" 10.3 21.$34 1.$#! 4$#4.4 m21.2442 1."" 10.34 1".$"4 12.$# #$.&)7 m21.10" 3.#1 $."2 3.""2 ".$# ($(%## m21.4$3 .2# $.32 $.144 12.$$2 .$.7&) m21.4$3 10.!" $.32 1#.!0# 12.$$2 .$.7&) m21.10" 12.44 $."2 13.!$ ".$# ($(%## m2

1.2442 0.0# #.42 0.0! !."$$ 2$(7). m21.10" $.02 #." $.$! !.2$$ %$0#%2 m21.2442 1."" #.42 1".$"4 !."$$ 2$(7). m21.$##2 3.#1 4."4 #.!3! ".21" %$.4&. m21.20# .2# 4.#" !.""" !.132 4$.7(( m21.20# 10.!" 4.#" 1#.40$ !.132 4$.7(( m21.$##2 12.44 4."4 23.21# ".21" %$.4&. m21.!"!1 0.0# 3.1" 0.10$ .!42 ($4.(. m21.!"!1 1."" 3.1" 2$.!3# .!42 ($4.(. m21.#243 2.## 1.1! 4.321 1."0" %$4))) m22.31 .2# 1.!" 12.1$0 4.1# ($0%22 m22.31 10.!" 1.!" 24."$4 4.1# ($0%22 m2

1.#243 13.3" 1.1! 21.!0 1."0" %$4))) m242.03 33!.4!2 2"0.$12


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P *+ ,+ PX P%%)$)4##0&. )$02% .$&(0( 4!2.200 40!.!$!

13$.10$ 110$.31# "4#.$#

X+( $.03 m %+( #.$# m

VIVA 1er NIVEL

.11.!$!

!!(&7& T)

CALCULO DEL PES

CARGAS DEL ER PI% . 7 ) & #0

p$lo9a8area p$c8area p$c8area %/) ./)

.ESO DE ,OSA . C* .ISO TI.ICO . C* .ISO A8OTEA

0$(# on8m2 0$0.on8m2 0$0(on8m2 2$() m2 0$74 on 0$#% on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$0. m2 0$.4 on 0$#( on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$0. m2 0$.4 on 0$#( on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$() m2 0$74 on 0$#% on0$(# on8m2 0$0.on8m2 0$0(on8m2 4$)# m2 #$%0 on 0$(0 on

0$(# on8m2 0$0.on8m2 0$0(on8m2 ($70 m2 #$#% on 0$2( on0$(# on8m2 0$0.on8m2 0$0(on8m2 ($70 m2 #$#% on 0$2( on0$(# on8m2 0$0.on8m2 0$0(on8m2 4$)# m2 #$%0 on 0$(0 on

AREA TRI9UTARIA.OR MURO

. ,OSA EN E,MURO

. C* DE, .ISOTI.ICO EN E, MURO


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0$(# on8m2 0$0.on8m2 0$0(on8m2 7$(& m2 2$(# on 0$4. on0$(# on8m2 0$0.on8m2 0$0(on8m2 7$)7 m2 2$4. on 0$4& on0$(# on8m2 0$0.on8m2 0$0(on8m2 .$47 m2 2$02 on 0$40 on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$44 m2 0$7. on 0$#% on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$44 m2 0$7. on 0$#% on0$(# on8m2 0$0.on8m2 0$0(on8m2 .$47 m2 2$02 on 0$40 on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$#4 m2 0$.7 on 0$#( on

0$(# on8m2 0$0.on8m2 0$0(on8m2 #$.& m2 0$%( on 0$## on0$(# on8m2 0$0.on8m2 0$0(on8m2 #$.& m2 0$%( on 0$## on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$#4 m2 0$.7 on 0$#( on

0$(# on8m2 0$0.on8m2 0$0(on8m2 %$04 m2 #$%7 on 0$(2 on0$(# on8m2 0$0.on8m2 0$0(on8m2 4$&& m2 #$%. on 0$(# on0$(# on8m2 0$0.on8m2 0$0(on8m2 4$44 m2 #$() on 0$2) on0$(# on8m2 0$0.on8m2 0$0(on8m2 4$&& m2 #$%. on 0$(# on0$(# on8m2 0$0.on8m2 0$0(on8m2 %$04 m2 #$%7 on 0$(2 on0$(# on8m2 0$0.on8m2 0$0(on8m2 #$70 m2 0$%( on 0$## on0$(# on8m2 0$0.on8m2 0$0(on8m2 4$#% m2 #$2& on 0$2. on

0$(# on8m2 0$0.on8m2 0$0(on8m2 4$#% m2 #$2& on 0$2. on0$(# on8m2 0$0.on8m2 0$0(on8m2 #$70 m2 0$%( on 0$## on0$(# on8m2 0$0.on8m2 0$0(on8m2 ($(% m2 #$0% on 0$2# on0$(# on8m2 0$0.on8m2 0$0(on8m2 .$.) m2 2$0) on 0$42 on0$(# on8m2 0$0.on8m2 0$0(on8m2 .$.) m2 2$0) on 0$42 on0$(# on8m2 0$0.on8m2 0$0(on8m2 ($(% m2 #$0% on 0$2# on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$() m2 0$74 on 0$#% on0$(# on8m2 0$0.on8m2 0$0(on8m2 %$02 m2 #$%. on 0$(# on0$(# on8m2 0$0.on8m2 0$0(on8m2 2$() m2 0$74 on 0$#% on0$(# on8m2 0$0.on8m2 0$0(on8m2 %$.% m2 #$7. on 0$(% on0$(# on8m2 0$0.on8m2 0$0(on8m2 4$.7 m2 #$4. on 0$2& on0$(# on8m2 0$0.on8m2 0$0(on8m2 4$.7 m2 #$4. on 0$2& on

0$(# on8m2 0$0.on8m2 0$0(on8m2 %$.% m2 #$7. on 0$(% on0$(# on8m2 0$0.on8m2 0$0(on8m2 ($4. m2 #$0) on 0$22 on0$(# on8m2 0$0.on8m2 0$0(on8m2 ($4. m2 #$0) on 0$22 on0$(# on8m2 0$0.on8m2 0$0(on8m2 %$4& m2 #$7# on 0$(4 on0$(# on8m2 0$0.on8m2 0$0(on8m2 ($0% m2 0$&% on 0$#& on0$(# on8m2 0$0.on8m2 0$0(on8m2 ($0% m2 0$&% on 0$#& on0$(# on8m2 0$0.on8m2 0$0(on8m2 %$4& m2 #$7# on 0$(4 on

EFECTIVO DEL MURO

VALORES CON LOS QUE TRABAJAREMOS0 1 0.12 m2 1 2.40 m

% 0 C*3*s ! G*v!*

m f t

hm f

Lt

Pmm '15.0

351'2.0

*

2

≤

−≤

=σ


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P P /1 //' /'*

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($44 on ($#7 on 7$44 on8m2 )$07 on8m2 #(4$.& on8m2 #%0$00 on8m22$.7 on 2$44 on ##$(2 on8m2 #2$40 on8m2 #(4$.& on8m2 #%0$00 on8m22$.7 on 2$44 on ##$(2 on8m2 #2$40 on8m2 #(4$.& on8m2 #%0$00 on8m2($44 on ($#7 on 7$44 on8m2 )$07 on8m2 #(4$.& on8m2 #%0$00 on8m2

.$0) on %$%4 on #($00 on8m2 #4$27 on8m2 #(4$.& on8m2 #%0$00 on8m24$.% on 4$2( on #($(4 on8m2 #4$.% on8m2 #(4$.& on8m2 #%0$00 on8m24$.% on 4$2( on #($(4 on8m2 #4$.% on8m2 #(4$.& on8m2 #%0$00 on8m2.$0) on %$%4 on #($00 on8m2 #4$27 on8m2 #(4$.& on8m2 #%0$00 on8m2)$)) on )$0% on #)$&0 on8m2 20$)% on8m2 #(4$.& on8m2 #%0$00 on8m2)$)) on )$0% on #)$&0 on8m2 20$)% on8m2 #(4$.& on8m2 #%0$00 on8m2&$2. on )$(7 on 2($%7 on8m2 2.$0. on8m2 #(4$.& on8m2 #%0$00 on8m27$)) on 7$#% on #.$7& on8m2 #)$%0 on8m2 #(4$.& on8m2 #%0$00 on8m2($0( on 2$7. on #4$(% on8m2 #%$7) on8m2 #(4$.& on8m2 #%0$00 on8m2($0( on 2$7. on #4$(% on8m2 #%$7) on8m2 #(4$.& on8m2 #%0$00 on8m27$)) on 7$#% on #.$7& on8m2 #)$%0 on8m2 #(4$.& on8m2 #%0$00 on8m22$&% on 2$7# on )$.7 on8m2 &$4% on8m2 #(4$.& on8m2 #%0$00 on8m22$4. on 2$27 on 7$27 on8m2 7$)) on8m2 #(4$.& on8m2 #%0$00 on8m22$4. on 2$27 on 7$27 on8m2 7$)) on8m2 #(4$.& on8m2 #%0$00 on8m22$&% on 2$7# on )$.7 on8m2 &$4% on8m2 #(4$.& on8m2 #%0$00 on8m2

P P /1 / /' /'*.$0( on %$4. on #&$7) on8m2 2#$)4 on8m2 #(4$.& on8m2 #%0$00 on8m2.$0. on %$%0 on #.$&) on8m2 #)$7# on8m2 #(4$.& on8m2 #%0$00 on8m2%$.) on %$#) on #2$00 on8m2 #($#. on8m2 #(4$.& on8m2 #%0$00 on8m2.$0. on %$%0 on #.$&) on8m2 #)$7# on8m2 #(4$.& on8m2 #%0$00 on8m2.$0( on %$4. on #&$7) on8m2 2#$)4 on8m2 #(4$.& on8m2 #%0$00 on8m22$2) on 2$0& on &$.. on8m2 #0$%4 on8m2 #(4$.& on8m2 #%0$00 on8m2%$0( on 4$%. on #7$4( on8m2 #&$2# on8m2 #(4$.& on8m2 #%0$00 on8m2

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P (CM51006CV

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181/388


METRADO DE CA

MURO t h L Pe

X-1 0.12 2.4 3. 2.4X-2 0.12 2.4 1.!" 2.4X-3 0.12 2.4 1.!" 2.4X-4 0.12 2.4 3. 2.4X- 0.12 2.4 3. 2.4X-# 0.12 2.4 2.#4 2.4X-! 0.12 2.4 2.#4 2.4X-$ 0.12 2.4 3. 2.4X-" 0.12 2.4 3. 2.4

X-10 0.12 2.4 3. 2.4

X-11 0.12 2.4 2."# 2.4X-12 0.12 2.4 3. 2.4X-13 0.12 2.4 1.# 2.4X-14 0.12 2.4 1.# 2.4X-1 0.12 2.4 3. 2.4X-1# 0.12 2.4 2.# 2.4X-1! 0.12 2.4 2.# 2.4X-1$ 0.12 2.4 2.# 2.4X-1" 0.12 2.4 2.# 2.4

MURO t h L Pe %-1 0.12 2.4 2.3 2.4

%-2 0.12 2.4 2.! 2.4 %-3 0.12 2.4 3.# 2.4 %-4 0.12 2.4 2.! 2.4 %- 0.12 2.4 2.3 2.4 %-# 0.12 2.4 1.$ 2.4 %-! 0.12 2.4 2.1$ 2.4 %-$ 0.12 2.4 2.1$ 2.4 %-" 0.12 2.4 1.$ 2.4 %-10 0.12 2.4 1.# 2.4 %-11 0.12 2.4 2.24 2.4 %-12 0.12 2.4 2.24 2.4 %-13 0.12 2.4 1.# 2.4

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%-2# 0.12 2.4 2.3 2.4


182/388



P. TOTAL CM (

METRADO DE CARG

METRADO DE CAR)A *I*A do NI*E,Uso - s$c A+ea s$cVIVIENDA 2%* 1$$."33 0$2%

PESO TOTAL DEL PRIMER NIVEL 14".$" T)

ACUMULADO UE RECI1EN LOS MUROS

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N DE MUROS


183/388


0$#) on 1 2 2 3 0$)% on0$20 on 1 2 2 3 0$7# on0$#. on 1 2 2 3 0$)% on0$0. on 1 2 2 3 0$() on0$0. on 1 2 2 3 0$() on0$#. on 1 2 2 3 0$)% on0$0% on 1 2 2 3 0$.2 on

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184/388


/ 8/' /' 8/'*',+

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O9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8m

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O9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8m

O9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8mO9 O9 #(4$.& on8m

/m 8/' PREVIENE FALLSUJETOS A C

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185/388


GA MUERTA 27 NIVEL

5m6 100 g8cm2

P *+ ,+ PX P% AREAS

2.43$ 1.!! 12.$# 4.3 31. 2$(7&4 m21.240! .#4! 12.$# !.00! 1." 2$0.2% m21.240! 10.402 12.$# 12."0# 1." 2$0.2% m22.43$ 14.2! 12.$# 3.02! 31. 2$(7&4 m22.43$ 1.!! ".3$ 4.3 23.01# 4$)#4( m21.$2$2 #.#42 ".3$ 12.144 1!.14" ($.&74 m21.$2$2 ".40! ".3$ 1!.1"" 1!.14" ($.&74 m22.43$ 14.2! ".3$ 3.02! 23.01# 4$)#4( m22.43$ 1.$" !.2# 4.#0 1!.$14 7$(&4. m22.43$ 14.1 !.2# 34.!33 1!.$14 7$(&4. m2

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P *+ ,+ PX P% AREAS1.$"$ 3.#1 11.!! .!3" 1$.!11 %$04#7 m2

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P *+ ,+ PX P%%)$)4##0&. )$02% .$&(0( 4!2.200 40!.!$!

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.ESO TOTA, DE,OSAS


187/388


.$&2 on 7$77 on #$## on $.$$ t7) $.0 t7)7$(7 on )$0) on #$#) on ".2# t7) $.3! t7).$0. on .$ on 0$&7 on !.$$ t7) !.1 t7)2$2) on 2$.. on 0$(7 on 3.03 t7) 2.!# t7)2$2) on 2$.. on 0$(7 on 3.03 t7) 2.!# t7).$0. on .$ on 0$&7 on !.$$ t7) !.1 t7)2$00 on 2$.( on 0$(2 on 2." t7) 2.!1 t7)

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188/388


S POR PANDEO EN MUROS ESBELTOS

ARGAS VERTICALES EXCESIVAS

UCCION DE DUCTILIDAD CUANDO ELETO A CARGAS SISMICAS SEVERAS

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189/388


METRADO DE CA

MURO t h L Pe

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X-10 0.12 1.2 3. 2.4

X-11 0.12 1.2 2."# 2.4X-12 0.12 1.2 3. 2.4X-13 0.12 1.2 1.# 2.4X-14 0.12 1.2 1.# 2.4X-1 0.12 1.2 3. 2.4X-1# 0.12 1.2 2.# 2.4X-1! 0.12 1.2 2.# 2.4X-1$ 0.12 1.2 2.# 2.4X-1" 0.12 1.2 2.# 2.4

MURO t h L Pe %-1 0.12 1.2 2.3 2.4

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%-2# 0.12 1.2 2.3 2.4


190/388



P. TOTAL CM (

METRADO DE CARG

METRADO DE CAR)A *I*A 3e+ NI*E,Uso - s$c A+ea s$cA&OTEA 2%* 1$$."33 0$#

PESO TOTAL DEL PRIMER NIVEL 103.1$" T)

# 2 ( 4 %2/(

MURO ,ON)( DE MURO .ESO MURO .ESO DE ,OSA

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191/388


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