plantilla albaliñeria muros estructurales

7/24/2019 Plantilla Albalieria Muros Estructurales

1/18

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! ("!


2/18

10Y .4 (.111Y .4 .0!12Y .4 (.+13Y .4 (.4!14Y .4 (.+15Y .4 &.(!

16Y .4 .+17Y .4 .+


3/18

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! ("!

X (')#*+,*!("!


4/18

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&!

0.1( +.!! .& 0.00011!0.1( 1. .& 0.00011!

0.+4!%+

Yc2 %.40'3c2 10.&'!0


5/18

CORTANTE &A$ALA2#a m Pi /n Pi , i 5i,/n6

.!' 0 1%71'!.0! .!' !!!!%+.&'+ 1'14.44!

.!' 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

&''%(.(4! !%&&%41.4 1'!!%.4'

pi , 8isma

MOMENTO-/E" Y . -./E" X . -/E" 2 X

0.000+0' 1.1(001( 0.00(((( !.+04!('+ (4.&%0 ;'.0000.000!%& 0.(('(01 0.000'(+ .!4!('+ !.0&1' ;+.!'!00.000'&' 0.%%41% 0.00!1!( .!4!('+ !.0&1' ;4.(!00.000'&' 0.!1&10 0.00!1!( 0.'!4!('+ 0.!%&+ ;4.(!00.0000&' 0.0%4111 0.000(! ;.4!'4%1 !.04(4 ;&.1'!00.000+1 0.4&!0+! 0.00(1%+ ;.4!'4%1 !.04(4 0.00000.000& 0.00%(1+ 0.00100 ;%.(4!'4%1 40.%&! ;%.40000.0001!+ 0.00(%%0 0.001'1 ;%.(4!'4%1 40.%&! ;0.0!00.000+0' 1.1(001( 0.01%(+ !.+04!('+ (4.&%0 '.0000.000!%& 0.(('(01 0.011%1+ .!4!('+ !.0&1' +.!'!0

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

m ca$apiso

i mAcmla$o


6/18

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


7/18

)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'

pi , 8i9,

OLAR DE INERCIAX2

!1.&4 (.1+%1 0.04'0 (.4(+1.%& 0.1+'% 0.0!1 0.4+'1&.'1 0.(%%+ 0.014' 0.(&1'1&.'1 0.0411 0.014' 0.0!!&%%.&( 0.0''4 0.00!& 0.0&((0.00 0.!&%0 0.0000 0.!&%0

40.+% (.(+% 0.00+( (.401+0.00 1.+%!1 0.0000 1.+%!1

!1.&4 (.1+%1 0.04'0 (.4(+1.%& 0.1+'% 0.0!1 0.4+'

1&.'1 0.(%%+ 0.014' 0.(&1'1&.'1 0.0411 0.014' 0.0!!&%%.&( 0.0''4 0.00!& 0.0&((40.+% (.(+% 0.00+( (.401+

11!.!% 0.00%( '.'%% '.''!!1.&4 0.014 4.+1! 4.(0!'!1.&4 0.000( (.4'% (.4'&1.+% 0.00% 0.%0%4 0.%0+01.+% 0.0001 0.1%+' 0.1%+&1.+% 0.00+ 0.40( 0.40%1

'.0 0.000+ 0.111+ 0.11&0.00 0.00%( 0.0000 0.00%(' 0 0 000+ 0 111+ 0 11&

2 .(-./E"!

X2 .-/E"


8/18

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!'

11!.!% 0.00%( '.'%% '.''!

1.'% 0.001! 0.04&0 0.04+%1.'% 0.001! 0.04&0 0.04+%

+1.1&4'


9/18

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! ("!


10/18

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


11/18

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(''+ ++


12/18

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


13/18

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!


14/18

E*,,* 1.4!


15/18

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


16/18

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


17/18

%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


18/18

%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

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sma $#/o$os losan/#2io2#s

so2#ca2Ga ,a2#a $# piso po2

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plantilla albaliñeria muros estructurales

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