Analisis y Diseño Albañileria Confinadaluna2015hoy

7/25/2019 Analisis y Diseo Albaileria Confinadaluna2015hoy

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UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALMetrado de Cargas

1. Caracteristicas geomtricasEntrepiso 2! "#

Area de $a edi%i"a"ion &'! #2

2. Caracteristicas de los materiales%(" 2)!

%(# &!

*+# ,!

%+- ))!

Ladri$$o so$ido Dia#ante tipo V . / de per%ora"iones

Mortero )01 "e#ento0 arena g3resa4

3. Pesos UnitariosCon"reto 2!1

A$-a5i$eria )!6

7iso ter#inado !)S8" te"9o tipi"o !2

S8" A:otea !)

S8" es"a$era !.

A$igerado !.

LOSAPiso tipico

Losa maciza $argo !;); # 7eso Losa #a"i:a ! Tn

an"9o .!&2 # 7eso Losa a$igerada )'!6 Tn

Area ! #2 7iso ter#inado &!' Tn

espesor !2 #7eso Carga M3erta 22!1 Tn

Losa aligerada Area &'! #2 7eso Carga Vi*a ))!2 Tn

espesor !2 #

Azotea 7eso Losa #a"i:a ! Tn

7eso Losa a$igerada )'!6 Tn

7iso ter#inado &!' Tn

7eso Carga M3erta 22!1 Tn

7eso Carga Vi*a &!' Tn

MUROS D AL!A #LR#A

MUROS ARA $m2%

& 1 )!')1 !)& !212

& 2 )!1,2 !)& !22) Piso tipico

& 3 2!)&2 !)& !.2. Area #3ros a$-a5i$erg8"#2

>g8"#2

>g8"#2

Tn8#.

Tn8#.

Tn8#2Tn8#2

Tn8#2

Tn8#2

Tn8#2

LO/#0UDC0#A $m%

SPSOR$m%


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3/76


1 1!&66 !)& !'66

2 ,!. !)& )!;&

3 .!1&6 !)& !&);

'$placa% )!6;' !)& !261 ($placa% )!'& !)& !216

)$placa% 2! !)& !.

*$placa% )!1 !)& !2)

+$placa% 2!)& !)& !.2.

, 1!);, !)& !'.

1- 1!.', !)& !'&&

11 1!26) !)& !'12

12$placa% )!& !)& !22&

13 '!)2. !)& !;)6

AL#4RPiso 0ipico

L $m% 5$m% Area Piso tipico)&!;& !; )1!.&& e= !)&

.!; 2! ,!6 7eso Carga #3erta '!')1 Tn

)!;& )!2 2!.1

Area tota$ 21!1;&

0A!#6USPiso 0ipico

L $m% 5$m% Area Piso tipico

,!'2 2!' );!6)2 e= !)&

Area tota$ );!6)2 7eso Carga #3erta &!.1; Tn

PARAP0OAzotea

L $m% 5$m% Area Azotea

1,!12; )!2 &'!;)& e= !)&

Area tota$ &'!;)& 7eso Carga #3erta )&!.', Tn

#/ASPiso 0ipico

L $m% 78$m% 5$m% Peso

9e 1 )!2. !2& !2 )!2.

9e 3 )!., !2& !2 )!21

9e ' &!;1' !2& !2 !,).

9e ': &!'& !2& !2 !',6

9e ( )!&' !2& !2 )!2,9e ) )!'2 !2& !2 )!2,

9e * )!,' !2& !2 )!2;

9e A ))!666 !2& !2 )!12,

9e A: '!.,; !2& !2 !,''

9e ! 6!6, !2& !2 )!'1

9e !: &!&&1 !2& !2 !'''

9e C '!),& !2& !2 !,1)

9e D )1!1) !2& !2 )!,26

9e ! ; C .!;2 !2& !2 !1,

OL. POS0R#OR ,!1;' !2& !2 !;

ARCO .!2 !2& !2 !.61

Piso tipico

7eso Carga #3erta )& &'6 Tn


4/76


COLUMASPiso 0ipico

o. 7 5 L Peso

C1 ' !)& !. 2!' )!'6

C2 . !)& !. 2!' !61

C. ) !2& !2& 2!' !.;

C1 & !2& !2& 2!' )!;&

C& ) !)& !1& 2!' !12

Piso 0ipico

7eso Carga #3erta &!266 Tn

PSO DL 0A6U LADOCA?A DE CONCRETO 6!61. Tn

AGUA 2!'2 Tn

< 78 5 L Peso

1 !2 !2 2!& !;'

Azotea

7eso Carga #3erta )2!1& Tn

SCALRAS9 !)& #

paso !26 #

"ontrapaso !),. #

des"anso )!2& #an"9o )!2& #

scalera < e anc5o L Peso

garganta 2 !)& )!2& )!6 )!'2

garganta ) !)& )!2& 2!2& )!)

pe$da5o ' !26 )!2& !)6 !11

pe$da5o 1 !26 )!2& !)6 !2'

pe$da5o 2 !2& )!2& )!2& )!66

7eso Carga #3erta &!2, Tn

7eso Carga *i*a !&1; Tn

SAL#DA D SCALRAe 5 L Peso

MUROS !)& 2!. '!.; .!;'6

Azotea

Area e Peso

Te"9o &!.&& !2 !.2) 7eso Carga #3erta 1!26; Tn

CAR/A POR P#SO CAR/A RPAR0#DA POR P#SOArea piso = &'! "#2

Piso Peso CM Peso C CM>2(?C Peso@m2

1 .'!1 ))!2 .;!2 !,

2 .;!2 &!' 1!' !,2&

Peso total de la ediicaciBn P = *,.+-- Tn

Co$3#nas desosteni#iento

)@ piso2@ piso

.@ piso

1@ piso


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Densidad Minima de Mros

4 -.'U 1S 1.2 '

MUROS LA D#RCC#O &

Area #3ros a$-a5i$er


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UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDistri-3"ion Sis#o Se*ero


S#SMO SRO

1% Calclo cortante 7asal

4 -.' T !'U 1 9n )!1C 2.( Tp !),. = 6!'&S 1.2R 3

ERF

= 31.,2 0n ERF

2% Distri7cion del cortante 7asal ERF

ERF

Piso 5 P G 5 pERF

1 )!1 RE RE RE ERF ERF Tn ERF. ,!6 RE RE RE ERF ERF Tn2 &!2 1!' 2))!)2 RE ERF ERF Tn ERF) 2!' .;!2 ))!;2 RE ERF ERF Tn

F = RE ERFRE RE

Peso P porniHel

V= ZUCSR

P

C=2 .5 T

Tp

Tp=hn

60

P x h

F=

P h

V


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UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDistri-3"ion Sis#o Se*ero


9/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDistri-3"in Sis#o Moderado


S#SMO MODRADO

1% Calclo cortante 7asal

4 -.' T !'U 1 9n &!2C 2.( Tp !6, =S 1.2R )

= 1(.,) 0n

2% Distri7cion del cortante 7asal ERF

Piso 5 P G 5 pERFPeso P por

niHel

C=2.5 T

Tp

Tp=hn

60

P x h

F=

Ph

V

V=ZUCS

RP


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2 &!2 1!' 2))!)2 !', 1-.*) ERF Tn 1-.*)) 2!' .;!2 ))!;2 !.. (.2- ERF Tn

F = .).!1

H

(.2-


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),!.)

ERF


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ERF

ERF


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UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURALCentro de Masas

Mros Longitd spesor ARA Altra Peso & PG&ectiHa $m% $m% $m2% $m% $tn% $m%

) 6! !)1 )!)2 2!1 1!6.6 &!;&1 26!6;

2 1! !)1 !&' 2!1 2!1); ;!)1. 22!));

. 6! !)1 )!)2 2!1 1!6.6 6!,) 12!)11

J ) 2! !21 !16 2!1 2!,1 !,& !)&'

J 2 .! !21 !,2 2!1 .!)) !,& !2..

J . 2! !21 !16 2!1 2!,1 !,& !)&'

7esos = );!.&1 7esos K = ;.!'),

& = '.+3* m

X= PESOS . X

PESOS


14/76

UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURALCentro de Masas

Mros Longitd spesor ARA Altra Peso PG

ectiHa $m% $m% $m2% $m% $tn% $m%

) 6! !)1 )!)2 2!1 1!6.6 ).!6)'2 ''!616

2 1! !)1 !&' 2!1 2!1); ).!6)' ..!121

. 6! !)1 )!)2 2!1 1!6.6 ;!;, 16!21)

J ) 2! !21 !16 2!1 2!,1 )!,' 22!.)2

J 2 .! !21 !,2 2!1 .!)) .!& )!66'

J . 2! !21 !16 2!1 2!,1 ))!&1. 2.!;.&

7esos = );!.&1 7esos K J= 2&!'1,

= 1-.)2) m

Y= PESOS . Y

PESOS


15/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDistri-3"in de Cortante Dire"to

Rigidez ; centro de rigidecesE" = )& %"4!& E" = 2),.,, Ton8#2

E# = & %+# E# = 2& Ton8#26!';

1< Piso

9= 2!' #!

Mros L$m% t$m% I IG

) 6! !)1 .)1'&!;,, ! !

2 1! !)1 ))16)!&' .! .111.!)';

. 6! !)1 .)1'&!;,, ,! 222')!612

F= ,11).!)) F= 2&1,&!))

J"r= .!12. #!

Dire""in J

Mros L$m% t$m% I & IG&

J ) 2! !21 1,26!6,6 ! !

J 2 .! !21 ))&2;!;2) 1! 1'));!'6.

J . 2! !21 1,26!6,6 6! .,6.)!2)

F= 2;6,!',' F= 6.;&!,&

"r= 1! #!

7ara e$ ana$isis "onsidera#os todos $os #3ros en*o$ado

+

=

L

h3

L

h4

tmK

3


16/76


2< Piso

Dire""in 9= &!2 #!

Mros L$m% t$m% I IG

) 6! !)1 ))16)!&' ! !

2 1! !)1 2,&6!&)2 .! 62,&!&1

. 6! !)1 ))16)!&' ,! 6.',!.;

F= 2&,2!'21 F= 66'12!;.

J"r= .!11' #!

Dire""in J


J ) 2! !21 ,'6!2' ! !

J 2 .! !21 2.1!;') !,& ),2!6,2

J . 2! !21 ,'6!2' 6! ')1&!'&2

F= .61)!.,. F= '.)6!&21

"r= )!'1& #!


17/76


3< Piso

Dire""in 9= 2!' #!

Mros L$m% t$m% I IG

) 6! !)1 .)1'&!;,, ! !

2 1! !)1 ))16)!&' .! .111.!),

. 6! !)1 .)1'&!;,, ,! 222')!61

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

F= RE F= RE

J"r= RE #!

Dire""in J


J ) 2! !21 1,26!6,6 ! !

J 2 .! !21 ))&2;!;2) !,& 6'1!,11

J . 2! !21 1,26!6,6 6! .,6.)!2)

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

F= RE F= RE

"r= RE #!


18/76


'< Piso

Dire""in 9= 2!' #!

Mros L$m% t$m% I IG

) 6! !)1 .)1'&!;,, ! !

2 1! !)1 ))16)!&' .! .111.!),

. 6! !)1 .)1'&!;,, ,! 222')!61

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

F= RE F= RE

J"r= RE #!

Dire""in J


J ) 2! !21 1,26!6,6 ! !

J 2 .! !21 ))&2;!;2) !,& 6'1!,11

J . 2! !21 1,26!6,6 6! .,6.)!2)

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

RE RE RE RE RE RE

F= RE F= RE

"r= RE #!


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RSUM D COR0A0S D#RC0OS MUROS

Mros 1< Piso 2< Piso 3< Piso '< Piso

) '!,1; 1!6. RE RE 2 2!1'2 )!)&1 RE RE

. '!,1; 1!6. RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

J ) .!&;' 2!)&2 RE RE

J 2 6!,'6 '!1&' RE RE

J . .!&;' 2!)&2 RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE


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Distri7cion del Cortante Directo

erza lJstica

1< Piso

V= )&!;'

I ? d

.)1'&!;,, 12!2; '!,1;

))16)!&' )&!1. 2!1'2

.)1'&!;,, 12!2; '!,1;

F= ,11).!)) F= )&!;' O

I ? d

1,26!6,6 22!&. .!&;'

))&2;!;2) &1!;1 6!,'6

1,26!6,6 22!&. .!&;'

F= 2;6,!',' F= )&!;' O

V D= KiKi

V acumula! p!" pi#!


21/76


2< Piso

V= )!,'

I ? d

))16)!&' 11!'1 1!6.

2,&6!&)2 )!,2 )!)&1

))16)!&' 11!'1 1!6.

F= 2&,2!'21 F= )!,' O

I ? d

,'6!2' 2! 2!)&2

2.1!;') '! '!1&'

,'6!2' 2! 2!)&2

F= .61)!.,. F= )!,' O


22/76


3< Piso

V= RE

I ? d

.)1'&!;,, RE RE

))16)!&' RE RE

.)1'&!;,, RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

F= RE F= RE RE

I ? d

1,26!6,6 RE RE

))&2;!;2) RE RE

1,26!6,6 RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

F= RE F= RE RE


23/76


'< Piso

V= RE

I ? d

.)1'&!;,, RE RE

))16)!&' RE RE

.)1'&!;,, RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

F= RE F= RE RE

I ? d

1,26!6,6 RE RE

))&2;!;2) RE RE

1,26!6,6 RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

RE RE RE

F= RE F= RE RE


24/76



25/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALE"entri"idad P Mo#ento Torsor

Gcentricidad de DiseKo

E"! Teri"a

Piso &cr cr &cm cm

) 1! .!12. 1! .!& ! Q!,,

2 )!'1& .!11' 1! .!& Q2!.&& Q!&1

E"! A""identa$

Piso

) 6! ,! !.& !1

2 )!22 ).!2 ! !1

. )!22 ).!2 !'' !1

1 )!22 ).!2 !'' !1

E"! Teri"a E"! A""identa$ E"! De Dise5o en E"! De Dise5o en J

Piso "aso ) "aso 2 "aso ) "aso 2

) ! Q!,, !.& !1 !.& Q!.& !.& !261 Q!1,, !1,,

2 Q2!.&& Q!&1 ! !1 VALUE VALUE VALUE !.2 Q!1&1 !1&1

eG e;

L& L eGacc e;acc

e eP ea"" ePa"" e eP

T$%"ica

e x=Xc"Xcm

e y=Yc"Ycm

Acci$ntal

e xacc=0.05L

e &acc=0.05L


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Momentos 0orsores

Piso e p M0$tn.m%) !1,, )&!;' ,!')&

2 !1 )!,' 1!.1

Cortante por 0orsion

1< Piso ,!')& tn!#

Mros I cr d IGd Id2 Mros t

) .)1'&!;,, ! .!12. .!12. ),,.!&& .'6'&.!&,. ) !66,

2 ))16)!&' .! .!12. !12. 16&1!6.2 2&2!6;1 2 !1

. .)1'&!;,, ,! .!12. .!&,, ))2&&6!.., 12'.,!.;' . !;2,

= ,,..1.!6'.

M0 =

' T=Pe

=Y ( Yc" VT= Kd

(Kd2 )M


27/76


Mros I & &cr d IGd Id2 Mros t

J ) 1,26!6,6 ! 1! 1! )6;)&!&)) ,&''2!1. J ) !)&'

J 2 ))&2;!;2) 1! 1! ! ! ! J 2 !J . 1,26!6,6 6! 1! 1! )6;)&!&)) ,&''2!1. J . !)&'

= )&).21!6'

(K*d^2)= ;21'',!;16

2< Piso 1!.1 tn


) ))16)!&' ! .!11' .!11' .;&'6!.) ).'.''!2;2 ) !&.)

2 2,&6!&)2 .! .!11' !11' )2.)!..2 &1;!'.' 2 !),

. ))16)!&' ,! .!11' .!&&1 1,;;!.'. )11;6&!')' . !&16

= 26);)!&11


J ) ,'6!2' ! )!'1& )!'1& )2'.!&;. 2,6!1.1 J ) !),

J 2 2.1!;') !,& )!'1& )!&, .')6!1', &'6!166 J 2 !1;

J . ,'6!2' 6! )!'1& '!.&& 1662!&; .)2'!)'6 J . !''

= .6,6&!;

(K*d^2)= .2'6'!'.1

3< Piso RE tn


) .)1'&!;,, ! RE RE RE RE ) RE

2 ))16)!&' .! RE RE RE RE 2 RE

. .)1'&!;,, ,! RE RE RE RE . RE

RE RE RE RE RE RE RE 1 RE

RE RE RE RE RE RE RE & RE

RE RE RE RE RE RE RE ' p$a"a4 RE

RE RE RE RE RE RE RE , RE

M0 =

M0 =


28/76


RE RE RE RE RE RE RE 6p$a"a4 RE

RE RE RE RE RE RE RE ; RE

RE RE RE RE RE RE RE ) RE

RE RE RE RE RE RE RE ))p$a"a4 RE= RE


29/76



J ) 1,26!6,6 ! RE RE RE RE J ) RE

J 2 ))&2;!;2) !,& RE RE RE RE J 2 RE

J . 1,26!6,6 6! RE RE RE RE J . RERE RE RE RE RE RE RE J 1p$a"a4 RE

RE RE RE RE RE RE RE J & RE

RE RE RE RE RE RE RE J ' RE

RE RE RE RE RE RE RE J ,p$a"a4 RE

RE RE RE RE RE RE RE J ;p$a"a4 RE

RE RE RE RE RE RE RE J ) RE

RE RE RE RE RE RE RE J )) RE

RE RE RE RE RE RE RE J )2 RE

RE RE RE RE RE RE RE J ). RE


J )1 = RE

(K*d^2)= RE

'< Piso RE tn


) .)1'&!;,, ! .!11' .!11' )611.!&,. .,.,.,!2,2 ) RE

2 ))16)!&' .! .!11' !11' &)21!6'2 226,!'). 2 RE

. .)1'&!;,, ,! .!11' .!&&1 )))6)6!2'; .;,.'!)1) . RE

RE RE RE .!11' RE RE RE 1 RE

RE RE RE .!11' RE RE RE & RE

RE RE RE .!11' RE RE RE ' p$a"a4 RE

RE RE RE .!11' RE RE RE , RERE RE RE .!11' RE RE RE 6p$a"a4 RE

RE RE RE .!11' RE RE RE ; RE

RE RE RE .!11' RE RE RE ) RE

RE RE RE .!11' RE RE RE ))p$a"a4 RE

= RE


J ) 1,26!6,6 ! RE RE RE RE J ) RE

M0 =


30/76


J 2 ))&2;!;2) !,& RE RE RE RE J 2 RE

J . 1,26!6,6 6! RE RE RE RE J . RE

RE RE RE RE RE RE RE J 1p$a"a4 RE

RE RE RE RE RE RE RE J & RERE RE RE RE RE RE RE J ' RE

RE RE RE RE RE RE RE J ,p$a"a4 RE

RE RE RE RE RE RE RE J ;p$a"a4 RE

RE RE RE RE RE RE RE J ) RE

RE RE RE RE RE RE RE J )) RE


RE RE RE RE RE RE RE J ). RE


= RE

(K*d^2)= RE

RSUM COR0A0S POR 0ORS#O MUROS

Mros 1< Piso 2< Piso 3< Piso '< Piso

) !66, !&.) RE RE

2 !1 !), RE RE

. !;2, !&16 RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RERE RE RE RE RE

RE RE RE RE RE

J ) !)&' !), RE RE

J 2 ! !1; RE RE

J . !)&' !'' RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE


31/76


RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RERE RE RE RE RE

RE RE RE RE RE

RE RE RE RE RE


32/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDise5o de M3ros de A$-a5i$er


33/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDise5o de M3ros de A$-a5i$er Contro$ de is3ra"in 22 6! !)1 2&!).1 &!.&) ).!;)) )! 11!;6) O> Contro$ de is3ra"in ). 6! !)1 ),!1;' RE RE RE RE RE 1 6! !)1 ;!6&6 RE RE RE RE RE

me VV 55.0

me VV 55.0

me VV 55.0

Para cada mro Heriicamos Ne cmpla con el control de isracion e-.(( m. Utilizaremos los mismos datos para 5allar ; M Ne serJn necesarios para el diseKo

1

1

e

meiui

V

VVV =

1

1

e

m

eiui

V

VMM =

32

1

1 e

m

V

V

Vui , Mui De Sism Seve!


34/76



35/76



36/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDise5o de M3ros de A$-a5i$er Contro$ de is3ra"in. .!6& !21 )&!),, RE RE RE RE RE1 .!6& !21 6!1; RE RE RE RE RE

me VV 55.0

me VV 55.0

me VV 55.0

me VV 55.0


37/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDise5o de M3ros de A$-a5i$er Contro$ de is3ra"in2 2! !21 )1!) 2!2), &!,'& !,'; )'!)'' O> Contro$ de is3ra"in. 2! !21 ;!'; RE RE RE RE RE1 2! !21 &!26 RE RE RE RE RE

Mro RE5 Piso = 2!' #! a$t3ra de entrepiso Anc5o= )!'& #! An"9o Tri-3tario

Piso L$m% t$m% Pg e Me m) RE !)& RE RE RE RE RE Dise5o por C@! A@2 RE !)& RE RE RE RE RE. RE !)& RE RE RE RE RE1 RE !)& RE RE RE RE RE

Mro RE5 Piso = 2!' #! a$t3ra de entrepiso Anc5o= 2!,& #! An"9o Tri-3tario

Piso L$m% t$m% Pg e Me m) RE !)& RE RE RE RE RE Dise5o por C@! A@2 RE !)& RE RE RE RE RE. RE !)& RE RE RE RE RE1 RE !)& RE RE RE RE RE

Mro RE Anc5o= !1' #! An"9o Tri-3tario $osa #a"isa5 Piso = 2!' #! a$t3ra de entrepiso Anc5o= 2! #! An"9o Tri-3tario $osa a$igerada

Piso L$m% t$m% Pg e Me m) RE !)& RE RE RE RE RE Dise5o por C@! A@

2 RE !)& RE RE RE RE RE. RE !)& RE RE RE RE RE1 RE !)& RE RE RE RE RE

me VV 55.0


38/76



39/76



40/76



41/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURAL

PARA L D#S"O D LOS MUROSCa$"3$adas anterior#ente

7eso a$iger

7eso a$igera

7eso $o

%# = &!!&K%# = 2&!

1er. Piso )! Veri%i"a"ion de n

Mros L$m% t$m% M m

) 6! !)1 ! ! '!2,. No Ne"esita As !& 2 1! !)1 ! ! .!).' No Ne"esita As !& . 6! !)1 2.!2, &;!6,) 1'!,.6 No Ne"esita As )!

RE RE RE RE RE RE RE )!RE RE RE RE RE RE RE )!RE RE RE RE RE RE RE )!RE RE RE RE RE RE RE )!

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RE RE RE RE RE RE RE .!);&RE RE RE RE RE RE RE )!'.RE RE RE RE RE RE RE )!&'2J).QA RE RE RE RE RE RE )!'.J).QB RE RE RE RE RE RE )!'.

Anc5otri7tario

En este a"pite dise5are#os todos $os e$e#entos de A$-a5i$er


42/76


2do. Piso

Mros L$m% t$m% M m

) 6! !)1 ! ! 1!6.6 No Ne"esita As !& 2 1! !)1 ! ! 2!1); No Ne"esita As !& . 6! !)1 )'!&2 1)!,.1 11!;6) No Ne"esita As )!


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3er. Piso

Mros L$m% t$m% M m ) 6! !)1 ! ! .!1. No Ne"esita As !& 2 1! !)1 ! ! )!,2 No Ne"esita As !& . 6! !)1 RE RE RE RE )!


J ) 2! !21 RE RE RE RE )!,1J2QA .!1& !21 RE RE RE RE 2!J2QB .!6& !21 RE RE RE RE 2!J . 2! !21 RE RE RE RE .!..6


Anc5otri7tario

Anc5otri7tario

mu VV

mu VV

Q En este "9e3eo pode#os o-ser*ar 3e NO todos $os #3ros ne"esitan Re%3er:o de !)/ P $a nor#"aso se de-e "o$o"ar 3na a"ero de re%3er:o de !)/!


43/76


'to. Piso

Mros L$m% t$m% M m

) 6! !)1 ! ! )!;'6 No Ne"esita As !& 2 1! !)1 ! ! !;61 No Ne"esita As !& . 6! !)1 RE RE RE RE )!


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RE RE RE RE RE RE RE .!);&RE RE RE RE RE RE RE )!'.RE RE RE RE RE RE RE )!&'2J).QA RE RE RE RE RE RE )!'.

J).QB RE RE RE RE RE RE )!'.

Anc5otri7tariomu

VV


44/76


ado tipi"o = !& CMCV

do a:otea = !1 CMCV

a #a"isa = !'6 CMCV

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ton8#2

e"esidad de "o$o"ar re%3er:o

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seran dise5ados

ondi"iones tene#os 3e "o$o"ar re%3er:o

$os "on%ina#ientos "on mi iQ1

mm f 05.0


45/76


Pm

22!&.1 ! No Ne"esita As Soporta Agr! diagona$))!2', ! No Ne"esita As Soporta Agr! diagona$26!).1 2&!)2 Re%! !)/ Soporta Agr! diagona$RE RE RE RERE RE RE RERE RE RE RERE RE RE RE)2!2; 2&!') Re%! !)/ Soporta Agr! diagona$22!),; 2'!,6, Re%! !)/ Soporta Agr! diagona$

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RE RE RE RERE RE RE RERE RE RE RERE RE RE RERE RE RE RE

m

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mm f 05.0

mm f 05.0

uimi VV

uimi VV

espe"i%i"a 3e para edi%i"a"iones de #as de tres pisos "o#o en n3estro


46/76


Pm

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m mm f 05.0 uimi VV


47/76

UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURALDise5o de e$e#entos de "on%ina#ientoQ )7iso

P 1!2 ton8"#2

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Q En e$ pri#er piso "onsidera#os 3e todos $os #3ros se estan agrietando por $o tanto e$ "ortante de dise5o para $as "o$3#nas de "o


48/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDise5o de e$e#entos de "on%ina#ientoQ )7iso

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49/76

UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURALDise5o de e$e#entos de "on%ina#ientoQ )7iso

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V#!


50/76

UNIVERSIDAD NACIONAL DE SAN AGUST NALBAILERA ESTRUCTURALDise5o de e$e#entos de "on%ina#ientoQ )7iso

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51/76

UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURALDise5o e$e#entos de "on%ina#iento Q 2 7iso

P 1!2 ton8"#2

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52/76


A" apro )6! )6! )6! )6! )6! )6! RE RE RE RE RE

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53/76


Mros

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54/76


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UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURALDise5o e$e#entos de "on%ina#iento Q . 7iso

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UNIVERSIDAD NACIONAL DE SAN AGUSTNALBAILERA ESTRUCTURALDise5o para "argas ortogona$es

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Analisis y Diseño Albañileria Confinadaluna2015hoy

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