Plantilla Albaliñeria Muros Estructurales
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Transcript of Plantilla Albaliñeria Muros Estructurales
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NUMERO DE PISOS 4
Y XZona: "Z" 0.4 Zona: "Z" 0.4
Uso: "U" 1 Uso: "U" 1Amplifcacion: "C" .! Amplifcacion: "C" .!S#lo: "S" 1. S#lo: "S" 1.R#$ccion: "R" % R#$ccion: "R" %P#so: "P" &''%(.(4! P#so: "P" &''%(.(4!
)*: 1'!!%.4%+ ),: 1'!!%.4%+
Muro
1X .4 0.(2X .4 0.(3X .4 0.(4X .4 0.(5X .4 0.1(6X .4 0.1(7X .4 0.1(8X .4 0.1(9X .4 0.(10X .4 0.(
11X .4 0.(12X .4 0.(13X .4 0.1(14X .4 0.1(1Y .4 &.(!2Y .4 (.+3Y .4 (.4!4Y .4 (.+5Y .4 .0!6Y .4 (.1
7Y .4 1.'!8Y .4 &.(!9Y 4 1 '!
h (ALTRA DEMRO! ("!
# (E$%E$ORMRO! ("!
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10Y .4 (.111Y .4 .0!12Y .4 (.+13Y .4 (.4!14Y .4 (.+15Y .4 &.(!
16Y .4 .+17Y .4 .+
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Piso-$ /nm -l /nm
1 0 0
0 0( 0 04 0 0! 0 0% 0 0' 0 0& 0 0+ 0 0
10 0 0
CENTRO DE RIGIDEZY (')#*+,*! -./E"
4.1! (.%'! 1.(! 0.0+1%&!.% 1.( &.%'! 0.0(&&&(.% %.!! &.%'! 0.0'0+(.% %.!! '.1'! 0.0'0+. .' 4.1'! 0.01!(!%
'.(! 10.&'! 4.1'! 0.11%1+0!.'! 4.4'! 0.0'! 0.0&44+
4 10.&! 0.0'! 0.04&'++4.1! 1&.0'! 1.(! 0.0+1%&!.% 0.4! &.%'! 0.0(&&&
(.% 1!. &.%'! 0.0'0+(.% 1!. '.1'! 0.0'0+. 1+.0! 4.1'! 0.01!(!%
!.'! 1'.'! 0.0'! 0.0&44+0.( 0.1! &.'! 0.001&!0.( (.%'! 10.! 0.000&!0.( (.%'! !.&! 0.000'!40.1( '.'! 10.! 0.0001!!0.1( '.'! !.1! 0.0000&10.1( '.'! 1.!! 0.0001(
0.( &.! '.+! 0.000(&0.( 10.&'! &.'! 0.001&!0 ( 1( !! ' +! 0 000(&
(Lo+#u'"uro! ("!
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0.1( 14.4'! 1.!! 0.0001(0.1( 14.4'! !.1! 0.0000&10.1( 14.4'! 10.! 0.0001!!0.( 1&.0'! !.&! 0.000'!40.( 1&.0'! 10.! 0.000&!0.( 1.%! &.'! 0.001&!
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CORTANTE &A$ALA2#a m Pi /n Pi , i 5i,/n6
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.!' 0 1%71'!.0! !.14 11111(+.'% (4&4.&+0.!' 0 1%71'!.0! '.'1 1%%%'0+.%4 !14'.((!.!' 0 +710'.0 10.& (!!1.+% '%'1.'++
0 0 10.& 0 0.000 0 0 10.& 0 0.000 0 0 10.& 0 0.000 0 0 10.& 0 0.000 0 0 10.& 0 0.000 0 0 10.& 0 0.00
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MOMENTO-/E" Y . -./E" X . -/E" 2 X
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0.000'&' 0.%%41% 0.011+!& .!4!('+ !.0&1' 4.(!00.000'&' 0.!1&10 0.011+!& 0.'!4!('+ 0.!%&+ 4.(!00.0000&' 0.0%4111 0.001%%1 ;.4!'4%1 !.04(4 &.1'!00.000& 0.00%(1+ 0.00(+(& ;%.(4!'4%1 40.%&! %.40000.40'0 0.01!100 0.0(00(4 1.&!4!('+ (.4(&( ;10.'!000.0&'&( 0.00&+4+ 0.(04+ 4.0'+!('+ 1%.%40( ;'.0000.0%%+&% 0.004(+ 0.4%1'4 ;0.!+!'4%1 0.(!4+ ;'.0000.04%'+1 0.001%( 0.(4040 4.0'+!('+ 1%.%40( ;(.%0000.01(0+1 0.00041' 0.0+!(! ;1.+!'4%1 1.%'+0 ;(.%0000.0(1110 0.0001+0 0.%(% ;4.&'0'4%1 (.'4 ;(.%000
0.01!+(' 0.00(0(1 0.1(10&1 1.!04!('+ .%& ;.%!000.40'0 0.01!100 .%1+(& 1.&!4!('+ (.4(&( 0.00000 01!+(' 0 00(0(1 0 1!!4' 1 !04!('+ %& %!00
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0.0(1110 0.0001+0 0.4!0(1& ;4.&'0'4%1 (.'4 (.%0000.01(0+1 0.00041' 0.1&+4&+ ;1.+!'4%1 1.%'+0 (.%0000.04%'+1 0.001%( 0.%''+4 4.0'+!('+ 1%.%40( (.%0000.0%%+&% 0.004(+ 1.10''( ;0.!+!'4%1 0.(!4+ '.0000.0&'&( 0.00&+4+ 1.4+%(10 4.0'+!('+ 1%.%40( '.0000.40'0 0.01!100 !.1+!&41 1.&!4!('+ (.4(&( 10.'!00
0.0'(%& 0.000( 0.%1(%& ;(.%0'4%1 1(.10+& ;1.(!00.0'(%& 0.000( 0.(((&+4 ;(.%0'4%1 1(.10+& 1.(!0
1.+%10 !.+(%4( 14.0+!(0
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)i3 /n6 5i* /n6 )i* /n6
1'!!%.4%+ 1'14.444+ 1'!!%.4%+
1!&(&4.04 (4&4.&&+& 1!&(&4.04140++.1(4 !14'.((4& 140++.1(4'%'1.'++ '%'1.'++! '%'1.'++
0.00 0 0.000.00 0 0.000.00 0 0.000.00 0 0.000.00 0 0.000.00 0 0.00
1'!!%.4'
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OLAR DE INERCIAX2
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1.+% 0.00+ 0.40( 0.40%11.+% 0.0001 0.1%+' 0.1%+&1.+% 0.00% 0.%0%4 0.%0+0!1.&4 0.000( (.4'% (.4'&!1.&4 0.014 4.+1! 4.(0!'
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+1.1&4'
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CENTRO DEMuro X (')#*+,*! ("!
1X .4 0.( 4.1! (.%'!2X .4 0.( .% 1.(3X .4 0.( (.% %.!!4X .4 0.( (.% %.!!5X .4 0.1( . .'6X .4 0.1( '.(! 10.&'!7X .4 0.1( !.'! 4.4'!8X .4 0.1( 4 10.&!9X .4 0.( 4.1! 1&.0'!
10X .4 0.( .% 0.4!
11X .4 0.( (.% 1!.12X .4 0.( (.% 1!.13X .4 0.1( . 1+.0!14X .4 0.1( !.'! 1'.'!1Y .4 &.(! 0.( 0.1!2Y .4 (.+ 0.( (.%'!3Y .4 (.4! 0.( (.%'!4Y .4 (.+ 0.1( '.'!5Y .4 .0! 0.1( '.'!6Y .4 (.1 0.1( '.'!
7Y .4 1.'! 0.( &.!8Y .4 &.(! 0.( 10.&'!9Y 4 1 '! 0 ( 1( !!
h (ALTRA DEMRO! ("!
# (E$%E$ORMRO! ("!
(Lo+#u'"uro! ("!
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10Y .4 (.1 0.1( 14.4'!11Y .4 .0! 0.1( 14.4'!12Y .4 (.+ 0.1( 14.4'!13Y .4 (.4! 0.( 1&.0'!14Y .4 (.+ 0.( 1&.0'!15Y .4 &.(! 0.( 1.%!
16Y .4 .+ 0.1( +.!!17Y .4 .+ 0.1( 1.
Ycm '.1+('3cm 10.&'44
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A$A$Y (')#*+,*! + %)o % . X % .
1.(! 1.& 41(.44 1!1!(.%4 !0&1.(+&&.%'! 1.& !&(.(% ((!&.(%& 410.%4&&.%'! 1.& (!'%.+% (4+.0&& (10(0.1&'.1'! 1.& (!'%.+% (4+.0&& !%%4.%&&4.1'! 1.& 1(!.! (((!.+04 !1!&.+%4.1'! 1.& 41'.'% 44&&+.(+ 1'((.(+&0.0'! 1.& (+. 144!0.%' 4.1+0.0'! 1.& 4%.4 4('(.44 1%&.4&
1.(! 1.& 41(.44 '4!(1.1'& !0&1.(+&&.%'! 1.& !&(.(% !&+.'1 410.%4&
&.%'! 1.& (!'%.+% !4(%+.'+ (10(0.1&'.1'! 1.& (!'%.+% !4(%+.'+ !%%4.%&&4.1'! 1.& 1(!.! (!(%.%!% !1!&.+%0.0'! 1.& (+. !!'&4.4( 4.1+&.'! 1.& &+%.!% 10('.0' %&%!4.0(410.! 1.& (&'!.04 1440.'' 40%&'.+
!.&! 1.& (4'.+ 1!+'.%0% 1++%'.%(410.! 1.& 1+0.4 1!+((.++% ++'.!
!.1! 1.& 11!1.& &('!.!% !+00.(11.!! 1.& 1'40.+% 1%%!.4&4 %+&.4&&
'.+! 1.& 1'(&.& 14(01.%( 1(''+.++&.'! 1.& &+%.!% +0!.0+ %&%!4.0(4' +! 1 & 1'(& & (!1' ' 1(''+ ++
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1.!! 1.& 1'40.+% !00.(+% %+&.4&&!.1! 1.& 11!1.& 1%%%4.''& !+00.(110.! 1.& 1+0.4 (1'0(.'4 ++'.!
!.&! 1.& (4'.+ %1+!+.%!4 1++%'.%(410.! 1.& (&'!.04 '0041.(4& 40%&'.+
&.'! 1.& &+%.!% 1'+41(.11 %&%!4.0(4
.& 1.& 1%&.%4 1!!!(.!1 4!%0.1+.& 1.& 1%&.%4 1+&%+.40& 4!%0.1+
++40.4& 10&1141.!% '1!0.'&4
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D#sc2ipcion )alo2#s
),1 1'!!%.4%+)*1 1'!!%.4%+5,1 1'14.44!5*1 1'14.44!3cm 10.&'44
Ycm '.1+('3c2 10.&'!0
Yc2 %.40'$, 1.'!$* 1.4!
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E*,,* 1.4!
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DEN$IDAD DE MRO$
XMuro # )o* Muro # )o*
013 023 013
1X 4.1! 1Y2X .% 2Y
3X (.% 3Y
4X (.% 4Y (.+5X . 5Y .0!
6X '.(! 6Y (.1
7X !.'! 7Y
8X 4 8Y
9X 4.1! 9Y10X .% 10Y (.111X (.% 11Y .0!12X (.% 12Y (.+13X . 13Y14X !.'! 14Y
15Y16Y .+17Y .+
>ON?I=UDES '.! '.+ (.+AREA (.!4! %.41' (.10'
AREA DE EDI5ICIO POR PISO 25767
DENSIDAD EN 3 DENSIDAD E0.0(&%!1! 0.0!0%%(%4
# CA&EZA
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Da/os @ camia2= SO?A 013= CABEZA 023
A>=URA DE MURO24 M
1800 ?M(
29 M
023 2055 M
&.(! A>=URA A>5EIZAR 09 M(.+ N PISOS 4 UND
(.4!PESO A>I?ERADO
280 ?MPESO ACABADO
100 ?M200 ?M
150 ?M
1.'! 767 M
&.(! 09 M
1.'! 025
(.4!(.+ DENSIDAD ZUSN!% O-
&.(! DE MUROS
4(.!+.+4'!
YZUSN!% 0.0(4&!'1 CUMP>E
PESOA>BAFI>ERIA
# CA&EZA
>ON?I=UDMUROS NOPOR=AN=ES
>ON?I=UDA>5EIZAR
SOBRECAR?APISOS
SOBRECAR?A=ECO
>ON?I=UDPARAPE=O
A>=URAPARAPE=O
REDUCCIONCAR?A )I)A POR=IPO DE USO
?M)I)IENDA
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%E$O%I$O ALEIZAR LO$A ACA&ADO$
1 %I$O ++740.4& 17%&.%4 4:32783 '714'.%0 !7'%'.00
2 %I$O ++740.4& 17%&.%4 4:32783 '714'.%0 !7'%'.00
3 %I$O ++740.4& 17%&.%4 4:32783 '714'.%0 !7'%'.00
++740.4& 17%&.%4 4:32783 '714'.%0 !7'%'.00
MRO$%ORTANTE
NO
4 o u;#"o
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%ARA%ETO CARGA =I=A %E$O
; 0(7+1.!! 17&&(.!0 1%71'!.0!
; 0(7+1.!! 17&&(.!0 1%71'!.0!
; 0(7+1.!! 17&&(.!0 1%71'!.0!
1%71!(.0 1+7444.!' +7%%.%( +710'.0
CARGAMERTA
m#/2a$olonGi/$
,#sp#so2 ,al/2a , p#so
sma $#/o$os losan/#2io2#s
so2#ca2Ga ,a2#a $# piso po2
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