trabajo plano albañileria

7/24/2019 Trabajo Plano albaileria

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ANALISIS ESTRUCTURAL Y DISEO DE EDIFICACIN DE ALBA1. DATOS GENERALES DEL PROYECTOPROPIETARIO: TRABAJO ESCALONADOUBICACIN: CAJAMARCAN DE PISOS : 2

USO: VIVIENDA UNIFAMILIARSISTEMA ESTRUCTURAL: ALBAILERA CONFINADAAREA TECHADA POR PISO: 116.08PESO DE LA ALBAILERA 1800 !"#$%ALBAILERA &'(($) 60 !"#*$2MORTERO: 1+1+, CEMENTO+CAL+ARENACONCRETO&'(*) 210 !"#*$2ACERO &'(-) ,200 !"#*$2RESISTENCIA DEL TERRENO 0.8 !"#*$2LONITUD DE PARAPETO /2.00 $ 345 0.1% $ALTURA DE PARAPETO 0.0 $

2. PARAMETROS PARA EVALUAR LA FUERZA CORTANTE EN LA BASE (INGRESAR DATOS7 0.,00 U 1.000 7FACTOR DE 7ONAC 2./00 S 1.,00 UFACTOR DE USO E IMPR 6.000 ! 0.2%% C FACTOR DE AMPLIFICA

3. PREDIMENSIONAMIENTO DE LOS ELEMENTOS ESTRUCTURALES. ALIERADOS

MAOR LU7: ,.,/ $ 0.198 TOMAMOS !".2" #

$. METRADO DE CARGASDATOS%

PESO DE LOSA ALIERADA %00 !"#$2PESO DE ALBAILERA 1800 !"#$%PESO DE ACABADOS 100 !"#$2PESO DE CONCRETO ARMADO 2,00 !"#$%SOBRECARAS 200 !"#$2SOBRECARAS ULTIMO NIV 1/0 !"#$2ALTURA DE MUROS 2./0 $LONITUD DE ALFEI7AR 11.% $ALTURA DE ALFEI7AR 0.0 $LON. DE MUROS NO PORT 6.1, $

&. DENOMINACIN Y LONGITUDES DE LOS MUROS

MURO DIRECCN X MURO DIRECCIN Yt= 0.13 m t= 0.23 m t= 0.13 m t= 0.23 m

1 1.%/ 1 9.%0

2 %.2/ 2 .2%

% 1.8 % %.80

, 1.86 , ,./

/ %.2/ / %.6%

6 1.6/ 6 /.,0

9 1.8/ 9 2.10

8 ,.,0 8 1.9/ 1.60 /.60


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10 11.00

TOTALES 21.10 0.00 54.76 0.00

'. ANALISIS DE MUROS POR CARGA VERTICALDIRECCIN "Y" - RIMER

ESESOR AREA .. ESO . A!#.MURO TRI$UT. MUROS ALI%ER. ALI%ER.

t&m' &m2' &()' &()' &()'1 0.1% 1.28 1190.00 968.00 2/6.002 0.1% 1.// 1190.00 %0.00 %10.00% 0.1% %.68 1190.00 2208.00 9%6.00, 0.1% 2.%0 1190.00 1%80.00 ,60.00/ 0.1% 2.%0 1190.00 1%80.00 ,60.006 0.1% 2.1% 1190.00 1298.00 ,26.009 0.1% 2.1% 1190.00 1298.00 ,26.008 0.1% 2.1% 1190.00 1298.00 ,26.00 0.1% 1.%8 1190.00 828.00 296.0010 0.1% 2.,8 1190.00 1,88.00 ,6.000.00 0.2% 0.00 2090.00 0.00 0.00

DIRECCIN "X" - RIMER

ESESOR AREA .. ESO . A!#.MURO TRI$UT. MUROS ALI%ER. ALI%ER.

t&m' &m2' &()' &()' &()'1 0.1% 0.000 1190.00 0.00 0.002 0.1% 0.000 1190.00 0.00 0.00% 0.1% 0.000 1190.00 0.00 0.00, 0.1% 0.000 1190.00 0.00 0.00/ 0.1% 0.000 1190.00 0.00 0.006 0.1% 0.000 1190.00 0.00 0.009 0.1% 0.000 1190.00 0.00 0.00

8 0.1% 0.000 1190.00 0.00 0.00 0.1% 0.000 1190.00 0.00 0.00

. CALCULO DEL PESO DE EDIFICACIN

ISO ESO MUROS ESO MUROS ESO ESO ESOORTANTES NO ORT. AL*EI+AR ALI%ERADO ACA$ADOS

1 ,,%98.10 %/1. 2/12.,/8 %,82, 11608.00

2 ,,%98.10 %/1. 2/12.,/8 %,82, 11608.00% ,,%98.10 %/1. 2/12.,/8 %,82, 11608.00


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,/

TOTAL 133134.3 10775.7 7537.374 104472 34,24

8. CALCULO DE LA FUERZA CORTANTE EN LA BASE DEL EDIFICIO (V)

ARAMETROS ALORES DESCRICIN7 0.,00 75; %U 1.000 C4"535? @;43$@5?R 6.000 E?43=*4=3 >@>3T 0.1%0 P3@55 '=;$;4> > ?43=*4=3&;#C4)

C*>*=>5 11./%8 C5'@*@;4 $>@'@**@G; ?


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8 2./00 1.9/0 0.1%0 ,.69/0 19.62// 2./00 /.600 0.1%0 9.,2/0 1/.900010 2./00 11.000 0.1%0 9.,2/0 /./000

DATOS %EOMTRICOS

MURO / t 1 2./000 0.1% 1.%/00 %.22/0 0.89/02 2./000 0.1% %.2/00 1.62, /.89/0% 2./000 0.1% 1.800 2.%0,1 9.22/0, 2./000 0.1% 1.8600 6./68/ .%0,9/ 2./000 0.1% %.2/00 1.62, 12.9/06 2./000 0.1% 1.6/00 %.2, 1/.89/09 2./000 0.1% 1.8/00 6./9/0 16.82918 2./000 0.1% ,.,000 /.2 18.,2/0 2./000 0.1% 1.6000 0.000 18.,2/01 2./000 9.%0 0.1%00 0.09/0 %.6/002 2./000 .2% 0.1%00 0.09/0 1%.88,1% 2./000 %.80 0.1%00 2.62/0 ,.0/00, 2./000 ,./ 0.1%00 %.19, .62/0/ 2./000 %.6% 0.1%00 %.19, 1/.662/6 2./000 /.,0 0.1%00 ,.69, 10.%/009 2./000 2.10 0.1%00 ,.69/0 1,.0008 2./000 1.9/ 0.1%00 ,.69/0 19.62// 2./000 /.60 0.1%00 9.,2/0 1/.900010 2./000 11.00 0.1%00 9.,2/0 /./000

DATOS %EOMTRICOS

MURO / t 1 2./000 0.1%00 1.%/00 %.22/0 0.89/0

2 2./000 0.1%00 %.2/00 1.62, /.89/0% 2./000 0.1%00 1.800 2.%0,1 9.22/0, 2./000 0.1%00 1.8600 6./68/ .%0,9/ 2./000 0.1%00 %.2/00 1.62, 12.9/06 2./000 0.1%00 1.6/00 %.2, 1/.89/09 2./000 0.1%00 1.8/00 6./9/0 16.82918 2./000 0.1%00 ,.,000 /.2 18.,2/0 2./000 0.1%00 1.6000 0.000 18.,2/01 2./000 9.%000 0.1%00 0.09/0 %.6/002 2./000 .2%00 0.1%00 0.09/0 1%.88,1% 2./000 %.8000 0.1%00 2.62/0 ,.0/00

, 2./000 ,./00 0.1%00 %.19, .62/0/ 2./000 %.6%00 0.1%00 %.19, 1/.662/


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6 2./000 /.,000 0.1%00 ,.69, 10.%/009 2./000 2.1000 0.1%00 ,.69/0 1,.0008 2./000 1.9/00 0.1%00 ,.69/0 19.62// 2./000 /.6000 0.1%00 9.,2/0 1/.900010 2./000 11.0000 0.1%00 9.,2/0 /./000

11* CORRECIN POR TORSIN11*1 CALCULO DEL CENTRO DE RIGIDEZ

ISO 1 2 Y 3MURO (Em (Em .&(Em'

1 %.22/0 0.89/ 0.00,20 0.0000/ 0.00%692 1.62, /.89/ 0.0%1, 0.00011 0.18/00% 2.%0,1 9.22/ 0.008% 0.00009 0.09102, 6./68/ .%0/ 0.00,6 0.00009 0.08800

/ 1.62, 12.9/ 0.0%1, 0.00011 0.,08/86 %.2, 1/.89/ 0.0090, 0.00006 0.111809 6./9/0 16.829 0.00%, 0.00006 0.1/908 /.2 18.,2/ 0.0/%%2 0.0001/ 0.82%6 0.000 18.,2/ 0.006/2 0.00006 0.120081 0.09/0 %.6/0 0.00026 0.10,2 0.000%2 0.09/0 1%.88, 0.000%2 0.1,/9% 0.00,/0% 2.62/0 ,.0/0 0.0001% 0.0,196 0.000/,, %.19, .62/ 0.00019 0.06,0% 0.00169/ %.19, 1/.66% 0.0001% 0.0%8/, 0.0016 ,.69, 10.%/0 0.0001 0.09280 0.0016

9 ,.69/0 1,.00 0.00009 0.01260 0.001108 ,.69/0 19.626 0.00006 0.0081/ 0.00108 9.,2/0 1/.900 0.00020 0.0966 0.00%0810 9.,2/0 /./00 0.000% 0.198%8 0.0021211 0.0000 0.000 0.00000 0.00000 0.00000

0.16460 0.74,,4 2.14660

11*2 CALCULO DEL CENTRO DE MASA

ISO 123MURO / t m 89 ""

1 1.%/0 2./00 0.1%0 1800 98.9/2 %.2/0 2./00 0.1%0 1800 101.2/% 1.80 2./00 0.1%0 1800 110/.6/, 1.860 2./00 0.1%0 1800 1088.1/ %.2/0 2./00 0.1%0 1800 101.2/6 1.6/0 2./00 0.1%0 1800 6/.2/9 1.8/0 2./00 0.1%0 1800 1082.2/8 ,.,00 2./00 0.1%0 1800 2/9, 1.600 2./00 0.1%0 1800 %61 9.%00 2./00 0.1%0 1800 ,290./2 .2%0 2./00 0.1%0 1800 /%.//% %.800 2./00 0.1%0 1800 222%, ,./0 2./00 0.1%0 1800 28/.9/


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/ %.6%0 2./00 0.1%0 1800 212%.//6 /.,00 2./00 0.1%0 1800 %1/9 2.100 2./00 0.1%0 1800 1228./8 1.9/0 2./00 0.1%0 1800 102%.9/ /.600 2./00 0.1%0 1800 %296

10 11.000 2./00 0.1%0 1800 6,%/11 0.000 2./00 0.1%0 1800 04437,.1

11*3 CALCULO DEL MOMENTO POLAR DE INERCIA

ISO 1-2-3MURO Y-Y!:=; ;2 &(Em';2 X-X!:=X X2

1 +12.166, 1,8.020% 0.6216 +0.,8, 0.2,8,2 +9.166, /1.%/69 1.6192 +2.08/ ,.,0%8

% +/.816, %%.8%01 0.%%2/ +1.,1% 2.01,/, +%.9%69 1%.626 0.1%21 2.8,/1 8.0,// +0.066, 0.00,, 0.0001 +2.08/ ,.,0%86 2.8%%6 8.02/ 0.0/6/ 0.201/ 0.0,069 %.98/9 1,.%%18 0.1%%8 2.8/16 8.1%1/8 /.%8%6 28.8%6 1./,/% 1./96/ 2.,8/% /.%8%6 28.8%6 0.188 +2.82%, 9.9191 +.%1, 88.199 0.0226 +%.6,8, 1%.%102 0.8,29 0.9102 0.0002 +%.6,8, 1%.%10% +8.1, 80.8,,6 0.0108 +1.08, 1.206/, +%.,16, 11.691/ 0.0020 +0./,8/ 0.%00

/ 2.6211 6.890, 0.000 +0./,8/ 0.%006 +2.61, 9.2,%, 0.001, 0./1/ 0.0/%9 1.8/86 %.,/,/ 0.000% 0./16 0.0//8 ,./8,1 21.01,% 0.001% 0./16 0.0// 2.6/86 9.068, 0.001, %.9016 1%.901910 +9./,1, /6.8921 0.021 %.9016 1%.901911 +1%.0,1, 190.0991 0.0000 +%.92%, 1%.86%8

11


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F-&,) 0.000 F-&,) 0.000*$ %.6 *$ 0.00*$ 10./8 *$ 0.00*3 %.92 *3 0.00*3 1%.0, *3 0.00 9./ 9./- 18./ - 18./

J&1) 11.9/10 J&1) 0.0000P?5 N@> 102918.,6 P?5 N@> 0.16

C 2./ C 2./C- 2./ C- 2./T 0.1%/ T 0.1%/T- 0.1%/ T- 0.1%/

M41 29,06/.2/06,0% M41 8/2.6,96/M42 1192,.60018%0, M42 119/%2./62,M4-1 %000.1%,%0,028 M4-1 +8/2.6,96/M4-2 ,8,0.%9%0%0%8 M4-2 ,96,8.%%61

0.0% 0.002.,6 0.00

0.9/ 0.9/

1.8/ 1.8/

- -

** ****- **-


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ILERAS@N5

EN PASO 8)SFACTOR DE SUELO

RTANCIA R COEFICIENTE DE REDUCCIN DE FUER7A SISMICACION SISMICA ! 7USC#R

DENSIDAD DE MUROS&*:m> #:9 *?9' N#1,0 POR SER CASA DOS PISOS

E@ X= 0.024 0.014 O.(.

E@ Y= 0.061 0.015 O.(.

DENSIDAD DE MUROS&*:m> N9:m E.070'

E@ X= 0.024 0.020 O.(.

E@ Y= 0.061 0.020 O.(.


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ISO

BT 89 :. TOTAL TOTAL E8. A!t. 9: E8. A!t. 9: E8. A!t.:t9F C:).M>:t C:).? C:).M>:t C:).? T9t

SN9 &()' &()' &()' &()!m2' &()!m2' &()!m2'S@ 210.60 2,0,.60 ,,8.00 1.8/ 0.%, 2.1S@ 210.60 2620.60 /,2./0 2.02 0.,2 2.,%N5 0.00 ,11,.00 1288.00 %.16 0. ,.16N5 0.00 %010.00 80/.00 2.%2 0.62 2.%N5 0.00 %010.00 80/.00 2.%2 0.62 2.%N5 0.00 289,.00 9,/./0 2.21 0./9 2.98N5 0.00 289,.00 9,/./0 2.21 0./9 2.98N5 0.00 289,.00 9,/./0 2.21 0./9 2.98S@ 210.60 2,8,.60 ,8%.00 1.1 0.%9 2.28S@ 210.60 %%6,.60 868.00 2./ 0.69 %.26S@ 210.60 2280.60 0.00 0. 0.00 0.

7476.00 GDI0H

ISO

BT 89 :. TOTAL TOTAL E8. A!t. 9: E8. A!t. 9: E8. A!t.:t9F C:).M>:t C:).? C:).M>:t C:).? T9t

SN &()' &()' &()' &()!m2' &()!m2' &()!m2'N5 0.00 1190.00 0.00 0.0 0.00 0.0S@ 210.60 1%80.60 0.00 1.06 0.00 1.06S@ 210.60 1%80.60 0.00 1.06 0.00 1.06N5 0.00 1190.00 0.00 0.0 0.00 0.0S@ 210.60 1%80.60 0.00 1.06 0.00 1.06N5 0.00 1190.00 0.00 0.0 0.00 0.0N5 0.00 1190.00 0.00 0.0 0.00 0.0

S@ 210.60 1%80.60 0.00 1.06 0.00 1.06S@ 210.60 1%80.60 0.00 1.06 0.00 1.06

0.00 KDIV#0

ESO TOTAL TOTAL ESO TOTAL

ARAETOS CAR. MUERTA CAR%A IA

0 61,.,6 /80,.00 102918.,6

10/1.2 10986/.66 ,%/%.00 112218.660 61,.,6 /80,.00 102918.,6


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1051.2 30164.574 1561 317655.574

0

0.000%081/./%9/%2/.266%/%1.11/

ISO 1RI%IDECES DE MUROS EN LA DIRECCIN "X" RI%IDECES DE MUROS EN LA DIREC

3&/' 4&/'J3 3&/'K4&/'J3 (Em 3&/' 4&/'J3 3&/'K4&/'J3

/.///6 2/.,026 %0./82 0.00,2 /9.62% 28,,9.88%/ 28/0/./9/82.%099 1.8209 ,.128, 0.0%1/ /9.62% 28,,9.88%/ 28/0/./9/8%.68% .2/9/ 1%.22/8 0.008 /9.62% 28,,9.88%/ 28/0/./9/8

,.0%2% .9129 1%.9,/0 0.00/ /9.62% 28,,9.88%/ 28/0/./9/82.%099 1.8209 ,.128, 0.0%1/ /9.62% 28,,9.88%/ 28/0/./9/8,./,// 1%.1%2 18.,/89 0.0090 /9.62% 28,,9.88%/ 28/0/./9/8,.0/,1 .8911 1%.2/1 0.00% /9.62% 28,,9.88%/ 28/0/./9/81.90,/ 0.9%%9 2.,%8% 0.0/%% /9.62% 28,,9.88%/ 28/0/./9/8,.689/ 1/.2/88 1.,6% 0.006/ /9.62% 28,,9.88%/ 28/0/./9/8/9.62% 28,,9.88%/ 28/0/./9/8 0.000% 1.029, 0.1609 1.1881/9.62% 28,,9.88%/ 28/0/./9/8 0.000% 0.8126 0.09/ 0.821/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 1.9%9 1.1%0 %.1129/9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1./1/2 0./1/% 2.0%0//9.62% 28,,9.88%/ 28/0/./9/8 0.0001 2.0661 1.%069 %.%928

/9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1.%88 0.%6 1.98/8/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 %./91, 6.9,89 10.%202


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/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 ,.28/9 11.6618 1/.,9//9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1.%%% 0.%// 1.6/2/9.62% 28,,9.88%/ 28/0/./9/8 0.000, 0.6818 0.0,90 0.9288

0.1646


3&/' 4&/'J3 3&/'K4&/'J3 (Em 3&/' 4&/'J3 3&/'K4&/'J3

/.///6 2/.,026 %0./82 0.00,2 /9.62% 28,,9.88%/ 28/0/./9/82.%099 1.8209 ,.128, 0.0%1/ /9.62% 28,,9.88%/ 28/0/./9/8%.68% .2/9/ 1%.22/8 0.008 /9.62% 28,,9.88%/ 28/0/./9/8,.0%2% .9129 1%.9,/0 0.00/ /9.62% 28,,9.88%/ 28/0/./9/82.%099 1.8209 ,.128, 0.0%1/ /9.62% 28,,9.88%/ 28/0/./9/8,./,// 1%.1%2 18.,/89 0.0090 /9.62% 28,,9.88%/ 28/0/./9/8,.0/,1 .8911 1%.2/1 0.00% /9.62% 28,,9.88%/ 28/0/./9/81.90,/ 0.9%%9 2.,%8% 0.0/%% /9.62% 28,,9.88%/ 28/0/./9/8,.689/ 1/.2/88 1.,6% 0.006/ /9.62% 28,,9.88%/ 28/0/./9/8/9.62% 28,,9.88%/ 28/0/./9/8 0.000% 1.029, 0.1609 1.1881/9.62% 28,,9.88%/ 28/0/./9/8 0.000% 0.8126 0.09/ 0.821/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 1.9%9 1.1%0 %.1129/9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1./1/2 0./1/% 2.0%0//9.62% 28,,9.88%/ 28/0/./9/8 0.0001 2.0661 1.%069 %.%928/9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1.%88 0.%6 1.98/8/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 %./91, 6.9,89 10.%202/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 ,.28/9 11.6618 1/.,9//9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1.%%% 0.%// 1.6/2/9.62% 28,,9.88%/ 28/0/./9/8 0.000, 0.6818 0.0,90 0.9288

0.165


3&/' 4&/'J3 3&/'K4&/'J3 (Em 3&/' 4&/'J3 3&/'K4&/'J3

/.///6 2/.,026 %0./82 0.00,2 /9.62% 28,,9.88%/ 28/0/./9/8

2.%099 1.8209 ,.128, 0.0%1/ /9.62% 28,,9.88%/ 28/0/./9/8%.68% .2/9/ 1%.22/8 0.008 /9.62% 28,,9.88%/ 28/0/./9/8,.0%2% .9129 1%.9,/0 0.00/ /9.62% 28,,9.88%/ 28/0/./9/82.%099 1.8209 ,.128, 0.0%1/ /9.62% 28,,9.88%/ 28/0/./9/8,./,// 1%.1%2 18.,/89 0.0090 /9.62% 28,,9.88%/ 28/0/./9/8,.0/,1 .8911 1%.2/1 0.00% /9.62% 28,,9.88%/ 28/0/./9/81.90,/ 0.9%%9 2.,%8% 0.0/%% /9.62% 28,,9.88%/ 28/0/./9/8,.689/ 1/.2/88 1.,6% 0.006/ /9.62% 28,,9.88%/ 28/0/./9/8/9.62% 28,,9.88%/ 28/0/./9/8 0.000% 1.029, 0.1609 1.1881/9.62% 28,,9.88%/ 28/0/./9/8 0.000% 0.8126 0.09/ 0.821/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 1.9%9 1.1%0 %.1129

/9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1./1/2 0./1/% 2.0%0//9.62% 28,,9.88%/ 28/0/./9/8 0.0001 2.0661 1.%069 %.%928


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/9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1.%88 0.%6 1.98/8/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 %./91, 6.9,89 10.%202/9.62% 28,,9.88%/ 28/0/./9/8 0.0001 ,.28/9 11.6618 1/.,9//9.62% 28,,9.88%/ 28/0/./9/8 0.0002 1.%%% 0.%// 1.6/2/9.62% 28,,9.88%/ 28/0/./9/8 0.000, 0.6818 0.0,90 0.9288

0.165

&(Em'0.0001/ ISO 10.0001 X!:= 3.720.0001/ Y!:= 13.040.000,%

0.00010.0002%0.000,%0.000820.0000/0.008210.010%0.106%0.20%290.122%90.%,0%2

0.0/880.0%8110./6,11.%2,,80.000002.7,,25

. .%.22/ 0.89/ 2/,6.,%9/ 61.0%12/ ISO 11.62/ /.89/ %08.%,11% 1116.8,%9/ X!m= 3.62.%0, 9.22/ 2/,9./2819 988.%212/ Y!m= 10.5,6./6 .%0/ 91,9.18,8/ 1012,.,,,091.62/ 12.9/ %08.%,11% 2,668.9189/%.2/ 1/.89/ %988./09% 1/%2%.%,%9/6./9/ 16.829 911/.9%9/ 18211.1289//.%00 18.,2/ 1%6,1.,26 ,9,2/./0.00 18.,2/ 8,2., 192,/.80.09/ %.6/0 %20.289/ 1//89.%2/0.09/ 1%.88, ,0,.662/ 9,69.821//2.62/ ,.0/0 /8%/.%9/ 00%.1/%.19/ .62/ 1%.91668 29891./%9/


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%.19/ 1/.66% 69,2.0/8 %%260.10189/,.69/ 10.%/0 1,968.001 %26/.6/,.69/ 1,.00 /9,%.2%9/ 18%0,.6/,.69/ 19.626 ,986.0%12/ 180,,.10/62/9.,2/ 1/.900 2,%2,.% /1,%%.2

9.,2/ /./00 ,999.89/ %/%2./0.000 0.000 0 0163706.,42 4640,.7502

&(Em'X2 0.0000 0.62160.000/ 1.6199

0.0001 0.%%290.000/ 0.1%260.000/ 0.00060.0000 0.0/660.000/ 0.1%,%0.000, 1./,/90.000, 0.18%1.,/6/ 1.,911.%8 1.,010.0/0, 0.06120.01% 0.021%

0.0116 0.012/0.06/ 0.069%0.011, 0.01190.009, 0.00891.0/08 1.0/222.,,,1 2.,6610.0000 0.0000

11.7510

ISO 3DESCRICION ALORES

V&1) 0.000V-&1) 0.000F&1) 0.000F&2) 0.000 V@?5VV453?@G;F&%) 0.000F&,) 0.000F-&1) 0.000

F-&2) 0.000F-&%) 0.000


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E8. Am.E M>:9 CEUEO&()!m2'

8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.10.8, O.(.

E8. Am.E M>:9 CEUEO&()!m2'

8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.8.%8 O.(.

8.%8 O.(.8.%8 O.(.


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CALCULO DE CORTANTES DE TRASLACIONCIN "Y" DIRECCION "X" DIRECCION "Y"

(Em &((' PA#89:! &((' PA#89:!

0.0000 1620.9899 2.// ,.019 0.010.0001 121/,.1,// 1.1% .6929 0.020.0001 %9%.8/% /.9 /.62/1 0.01

0.0001 %6/0./,2% /.9/ /./%/8 0.010.0001 121/,.1,// 1.1% .6929 0.020.0001 2918.%210 ,.28 ,.108 0.010.0001 %60%.%1,, /.69 /./060 0.010.0002 20/98.,1 %2.% 1%.0/, 0.020.0001 2/1/./882 %.6 ,.9620 0.010.10, 8.8,,2 0.16 28%.2888 1,.610.1,/9 12,.990 0.20 12%6%.9,9/ 1.,60.0,18 /1.,/%2 0.08 %/,%.2/90 /./80.06,0 69.02,/ 0.11 /,%1.8282 8.//0.0%8/ ,.1/1% 0.08 %290.0,12 /.1/

0.0928 9%.1199 0.12 619/.99% .920.0126 28.,%,6 0.0, 1068.6%8 1.68


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0.0082 2%.6// 0.0, 61./86/ 1.00.0969 9/.82/9 0.12 6/06.16%6 10.2,0.198, 1,8.,%, 0.2% 1/1%%.9%2/ 2%.82

0.74,, 100.00P 100.00P


(Em &((' PA#89:! &((' PA#89:!

0.0000 1%/8.9%/% 2.// %.%68% 0.010.0001 1018.0%9, 1.1% 8.1088 0.020.0001 %180.,/// /.9 ,.91/6 0.010.0001 %060.%1, /.9/ ,.6,08 0.010.0001 1018.0%9, 1.1% 8.1088 0.020.0001 2298.8191 ,.28 ,.1168 0.010.0001 %020.922 /.69 ,.61/8 0.010.0002 192/1.9008 %2.% 10.981 0.020.0001 2108.8626 %.6 %.20 0.010.10, 82.862 0.16 9982.%,6 1,.610.1,/9 10,.990/ 0.20 10%6,.9/0/ 1.,60.0,18 ,%.1%,1 0.08 290.%9/9 /./80.06,0 /6.1898 0.11 ,//%./86 8.//0.0%8/ ,1.20,, 0.08 29,1.%%,0 /.1/0.0928 61.2/8 0.12 /199.,%22 .920.0126 2%.8%9% 0.0, 8/.0/2 1.680.0082 1.86,, 0.0, /9.96% 1.00.0969 6%./661 0.12 /,/,.2%%2 10.2,0.198, 12,.861 0.2% 12686.898, 2%.82

0.74 100.00P 100.00P


(Em &((' PA#89:! &((' PA#89:!

0.0000 986.1/92 2.// 1.,8 0.01

0.0001 /8/.%2,% 1.1% ,.619 0.020.0001 18,0.1/1 /.9 2.928, 0.010.0001 1990.682% /.9/ 2.68/1 0.010.0001 /8/.%2,% 1.1% ,.619 0.020.0001 1%18./118 ,.28 2.%820 0.010.0001 19,9.99,6 /.69 2.6909 0.010.0002 81.9,,8 %2.% 6.%/1 0.020.0001 1220.1990 %.6 2.%08 0.010.10, ,9.,,0 0.16 ,/02.82/6 1,.610.1,/9 60.619 0.20 /6.10 1.,60.0,18 2,./92 0.08 1918.6,,0 /./8

0.06,0 %2./100 0.11 26%,.6886 8.//0.0%8/ 2%.8,09 0.08 1/86.1216 /.1/


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0.0928 %/.,6// 0.12 2/.6%// .920.0126 1%.921 0.0, /18.%661 1.680.0082 11.,%, 0.0, %%/.,/1/ 1.00.0969 %6.990 0.12 %1//.911 10.2,0.198, 92.2,,, 0.2% 9%,0./622 2%.82

0.74 100.00P 100.00P


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24/29

0.1%00.1%0

0.1%00.1%00.1%00.1%00.1%00.1%00.1%00.1%0


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26/29


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29/29

2/ /0/0

/ / /0%0 /%0 //

/ /// /

/0

2/

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