Practica de Alba

7/25/2019 Practica de Alba

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PROYECTO: VIVIENDA UNIFAMILIAR (03 NIVELES)

DATOS:

1 .- CARACTERISTICAS DEL PROYECTO

Numeros de pisos= 3Area Neta= 7.13!!Area te"#ada= 7$.3%Area &i're= %(.%uso= )i)ie*da mu&tiA&tura e*tre piso= %.!,*idad de a&'ai&eria= (.1!

Ap= 7$.3%= (.!/,= 1

S= 1.1/N= 3

+0=

% .- PREDIENSIONAIENTO

A) MUROS

Si 2 = %.!( m#%( = (.1% m

se usara t = (.1! m

B) LOSAL = !.1(

Si L%/ = (.1$ mse usara # = (.%( m

C) VIGA' #

viga chata (.%/ (.%( m%

(.% (.!/ m%viga estructural

#= (.37L = !.1 m 0.45

4= (.1/4= (.%

# 56%/(

t 5 86 %(6

# 5611(


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D) COLUMNA"o&um*a estru"tura& mas "riti"a e9e 4 - 1:mi* = (.($m%

A.T. m%6 = $.%/ 1%./Area tri'utaria Tota&=AT;N 1


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Altura "e araetos h= 1.2! m

D) DENCIDAD MINIMA DE MUROS

PRIER NI?EL

EJE XDescripcion Ee!en"o L

,RO *1 &.!!!,RO *% &.!!!,RO *3 1.2!!,RO *+ !.%/,RO *, 3.1(,RO *- 3.1(

SE@,NDO TERCER NI?EL

EJE XDescripcion Ee!en"o L

,RO *1 &.!!!,RO *% &.!!!,RO *3 1.2!!,RO *+ !.%/,RO *, 3.1(

,RO *- 3.1(

#AC$OR DE %ONA &%&%on' #'c"or &%&3.(( 0.45

CA$EGORIA DE LA EDI#ICACION &U&C'"e(ori' I!por"'nci' #'c"or &U&

C EDIICACIONES CO,NES .00

*ARAME$RO DE SUELO &S&$ipo Descripcion $p +s)S% S,ELO INTEREDIO (.$(

Co!pro,'n-o ' -ensi-'- -e !ros

EJE X


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0.0/ 5 0.012 333..O

3. METRADO DE CARAS

MUROS DE AL/AILERIA

MUROS LONITUD EFECTIVA (#) ESPESOR (#) AREA (#%)

*1 &.!!! !.1! !.4!

*% &.!!! !.1! !.4!

*3 1.2!! !.1! !.1!

*+ 4.2! !.1! !.%&

*, &.1!! !.1! !.4%

*- &.1!! !.1! !.4%Y *1 11.&! !.1! 1.$!&

Y *% 4.4!! !.1! !.%%!

Y *3 1.$! !.1! !.2%&

Y *+ 2.&!! !.1! !.&4

Y *, 1.6!! !.1! !.2

Y *- 14.2! !.1! 2.142

ALFEIERPi" Ti2ic"

L (#) (#) Area

84(19 2 8 & P:;) 2.!!! 1.!!! 2.!!!


5/190

Area total 1.&

PARAPETOA5"tea

L (#) (#) Area

1.&4! 1.2!! %1.%!

Area total %1.%!

VIASPi" Ti2ic"

L (#) 67(#) (#)

E8e 1 %.6 !.2 !.2!

E8e % %.6 !.2 !.2!E8e %*3 2.$ !.2 !.2!

E8e 3 &.6 !.2 !.2!

E8e 3*+ 2.$ !.2 !.2!

E8e + 2.6 !.2 !.2!

E8e , 2.6 !.2 !.2!

E8e - &.6! !.2 !.2!

E8e A 11.& !.2 !.2!

E8e / 14.!! !.2 !.2!

E8e C 1!. !.2 !.2!

E8e D 14.!! !.2 !.2!

COLUMNAS

Pi" Ti2ic"

N". 6

-E 1 (.%/ (.%/C-C 21 !.14 !.2!

otros ! !.14 !.1

ESCALERASh !.1 m

aso !.2 m

contraaso !.1$ m


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"escanso 1.2 m

ancho 1.2 m

Eca'era N9 e ac"

garganta ( (.17/ 1.%(

garganta ( (.1/ 1.%(

el"ao ( (.%/ 1.%(el"ao ( (.%/ 1.%(

SALIDA DE ESCALERAe L

0>; !.!!! 1.!!! .(((

Area e Pe"Techo !.!!! (.% RE

CAR

P:; T:P:;= 1/.%$!

A?;TEA= 7.$3%

CARA POR PISO Y CARA REPARTIDA POR PISOArea 2i" $%.&2! m2

Pi" Pe" CM Pe" CV CM;%,


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, = 1.((

CALCULO DEL #AC$OR DEL SUELO +S)

Por ser u* sue&o i*termedio "uKos "ompo*e*tes pri*"ipa&es so* &a are*a K &a ra)aH

es de tipo SeF* eso:

S = 1.1/

CALCULO DEL #AC$OR DE AM*LI#ICACION SISMICA +C)

Por ser sue&o tipoH e& periodo de& sue&o es :

Tp = (.$

La a&tura de &a edi"a"io* es de :

#* = 7./ m

Como e* &a edi"a"iJ* #aK predomi*io de muros de "orte K e&eme*tos de "o*"reto

armadoH e*to*"es:

Ct = $(

E*to*"es:

T = (.13

C = 1%.((Como C *o de'e ser maKor de %H/H e*to*"es:

C = %./

CALCULO DEL COE#ICIEN$E DE REDUCCION DE #UER%A SISMICA +R)

Co*sideraremos u* sismo moderadoH e*to*"es:

R = $

Por u&timo se )eri"a Gue:

Pi= 1!7.7:0E> F:E+ %., # Altura "e muros ortantes

Lar!" E2e"r CM CV P#

MURO

L t 100< 100


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2.4! ton/m&

1.! ton/m&

%!.!! ton/m2

21!.!! Gg/cm2

21$&$!%.1 ton/m2

&2!!!.!! ton/m2

%.%6

!.1 m

!.1 m

!.1 m

CARA MUERTA CARA VIVA CM CV

S"6re Car!a 100< 100

'"!it& a'=ei5er '"!it& ta6ie '"!it& 2ara2et" 'i c#1 c?%


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(#) (t") (#) (t") (#) (t") (t") (t") (t

!.!! !.!! !.!! !.!! !.!! !.!! !.1& 2.%4 !

!.!! !.!! !.!! !.!! !.!! !.!! !.41 &.2! !

!.!! !.!! !.!! !.!! !.!! !.!! !.!$ 1.!6 !

%.64

CARA MUERTA CARA VIVA CM

S"6re Car!a 100< 1

'"!it& a'=ei5er '"!it& ta6ie '"!it& 2ara2et" 'i c#1 c

(#) (t") (#) (t") (#) (t") (t") (t") (t

!.!! !.!! !.!! !.!! !.!! !.!! !.1& 2.%4 !

!.!! !.!! !.!! !.!! !.!! !.!! !.41 &.2! !

!.!! !.!! !.!! !.!! !.!! !.!! !.!$ 1.!6 !

%.64


S"6re Car!a 100< 1


(#) (t") (#) (t") (#) (t") (t") (t") (t

!.!! !.!! !.!! !.!! !.!! !.!! !.1& 2.%4 !

!.!! !.!! !.!! !.!! !.!! !.!! !.41 &.2! !

!.!! !.!! !.!! !.!! 1.2! !.&6 !.!$ 1.4 !

$.&2


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S"6re Car!a 100< 1


(#) (t") (#) (t") (#) (t") (t") (t") (t

!.!! !.!! !.!! !.!! !.!! !.!! 1.! 11.1 1

!.!! !.!! !.!! !.!! !.!! !.!! 1. %.41 1

!.!! !.!! !.!! !.!! !.!! !.!! 1. 4.4! 1

!.!! !.!! 1.! 1.1$ !.!! !.!! 2. 1$.!& 2&6.& $


S"6re Car!a 100< 1


(#) (t") (#) (t") (#) (t") (t") (t") (t

!.!! !.!! !.!! !.!! !.!! !.!! 1.! 11.1 1

!.!! !.!! !.!! !.!! !.!! !.!! 1. %.41 1

!.!! !.!! !.!! !.!! !.!! !.!! 1. 4.4! 1

!.!! !.!! 1.! 1.1$ !.!! !.!! 2. 1$.!& 2

&6.&


S"6re Car!a 100< 1


(#) (t") (#) (t") (#) (t") (t") (t") (t

!.!! !.!! !.!! !.!! 11.& &.% 1.! 1.16 1

!.!! !.!! !.!! !.!! !.!! !.!! 1. %.41 1


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!.!! !.!! !.!! !.!! !.!! !.!! 1. 4.4! 1.

!.!! !.!! !.!! !.!! 14.2 4.%& 2. 2!.46 2.

4%.46 $.1

1!!.2 6$.! "o*+orme1!!.2 6$.! "o*+orme1!!.2 6$.! "o*+orme

6%.1% 6$.! "o*+orme6%.1% 6$.! "o*+orme6%.1% 6$.! "o*+orme6%.1% 6$.! "o*+orme

= 66 (.% Q 183/66 (.1/;+0m


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CENTRO DE MASAS

er piso L"!it& E2e"r AREA A'traMr" E=ecti?a (#) (#) (#%) (#)

X 3.(( (.1/ (.!/ 1.40X1 3.(( (.1/ (.!/ 1.40

X6 1.%( (.1/ (.1< 1.40X4 !.%/ (.1/ (.$! 1.40X5 3.1( (.1/ (.!7 1.40

X 3.1( (.1/ (.!7 1.40

: 11.3/ (.1/ 1.7( 1.40

:1 !.!( (.1/ (.$$ 1.40

:6 1.7/ (.1/ (.%$ 1.40

:4 %.3( (.1/ (.3/ 1.40

:5 1.( (.1/ (.% 1.40

: 1!.%< (.1/ %.1! 1.40

LOSAS /%.(/ 0.10LOSAS 1 %%.1! 0.10LOSAS 6 1(.!( 0.10

V !./( (.%/ 1.13 0.10V1 7.!/ (.%/ 1.


74/190

Mr" E=ecti?a (#) (#) (#%) (#)

X 3.(( (.1/ (.!/ 1.50X1 3.(( (.1/ (.!/ 1.50X6 1.%( (.1/ (.1< 1.50X4 !.%/ (.1/ (.$! 1.50X5 3.1( (.1/ (.!7 1.50

X 3.1( (.1/ (.!7 1.40: 11.3/ (.1/ 1.7( 1.40:1 !.!( (.1/ (.$$ 1.40:6 1.7/ (.1/ (.%$ 1.40:4 %.3( (.1/ (.3/ 1.40:5 1.( (.1/ (.% 1.40: 1!.%< (.1/ %.1! 1.40

LOSAS /%.(/ (.%(LOSAS 1 %%.1! (.%(LOSAS 6 1(.!( (.%(

V !./( (.%/ 1.13 0.10V1 7.!/ (.%/ 1.


75/190

X4 !.%/ (.1/ (.$! 1.50X5 3.1( (.1/ (.!7 1.50X 3.1( (.1/ (.!7 1.40: 11.3/ (.1/ 1.7( 1.40:1 !.!( (.1/ (.$$ 1.40:6 1.7/ (.1/ (.%$ 1.40

:4 %.3( (.1/ (.3/ 1.40:5 1.( (.1/ (.% 1.40: 1!.%< (.1/ %.1! 1.40

LOSAS (.(( (.(( /%.(/ (.%(LOSAS 1 (.(( (.(( %%.1! (.%(LOSAS 6 (.(( (.(( 1(.!( (.%(

V !./( (.%/ 1.13 0.10V1 7.!/ (.%/ 1.


76/190

Pe" PG er piso L"!it&(t) (#) Mr" E=ecti?a (#)

1.! 1.$/ 3.%1 X 3.((1.! 1.$/ 3.%1 X1 3.(((.7< %.!/ 1.1 X6 1.%(%.7/ /.%/ 1!.!$ X4 !.%/%.(1 /.7/ 11.// X5 3.1(

%.(1 /.7/ 11.// X 3.1(

7.3/ (.(< (.// : 11.3/

%.(.


77/190

(t) (#) Mr" E=ecti?a (#)

%.(3 1.$/ 3.%1 X 3.((%.(3 1.$/ 3.%1 X1 3.(((.V

2.156m

Pe" PG er piso L"!it&(t) (#) Mr" E=ecti?a (#)

%.(3 1.$/ 3.%1 X 3.((%.(3 1.$/ 3.%1 X1 3.((

Upesos.W6=


78/190

%.

V

2.156m

Upesos.W6=


79/190

E2e"r AREA A'tra Pe" Y PGY

(#) (#%) (#) (t) (#)

(.1/ (.!/ %.!( 1.! !.%<


80/190

(#) (#%) (#) (t) (#)

(.1/ (.!/ %.!( %.(3 !.%<


81/190

(.1/ (.$! 1.40 %.


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Ec =1!!! (#c)H!.

Em =$!! #m

#m= 12!!.!! tn/m2

Bc= 1$.!!

h= 2.%! m

19 Pi"DIRECCION X=X

+"imension aralelo ala "irrecion anali5a"a

T"imension eren"icular ala "irrecion anali5a"a

muro "+!) L +!)W-1 3.(( (.1!W-% 3.(( (.1!W-3 1.%( (.1!W-! !.%/ (.1!W-/ 3.1( (.1!

W-$ 3.1( (.1!

19 Pi"DIRECCION :=:



muro "+!) L +!)Y -1 11.3/ (.1!

Para el analisis consi"eramos to"

Ki

Y*KiYcr =


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Y -% !.!( (.1!Y -3 1.7/ (.1!Y -! %.3( (.1!Y -/ 1.( (.1!

Y -$ 1!.%< (.1!

%9 Pi"DIRECCION X=X



muro "+!) L +!)W-1 3.(( (.1!W-% 3.(( (.1!W-3 1.%( (.1!W-! !.%/ (.1!W-/ 3.1( (.1!

W-$ 3.1( (.1!

%9 Pi"DIRECCION :=:



muro "+!) L +!)Y -1 11.3/ (.1!Y -% !.!( (.1!Y -3 1.7/ (.1!Y -! %.3( (.1!Y -/ 1.( (.1!

Y -$ 1!.%< (.1!

Ki

Y*KiVD =

Ki

Y*KiXcr =


84/190

39 Pi"DIRECCION X=X



muro "+!) L +!)W-1 3.(( (.1!W-% 3.(( (.1!W-3 1.%( (.1!W-! !.%/ (.1!W-/ 3.1( (.1!

W-$ 3.1( (.1!

39 Pi"DIRECCION :=:



muro "+!) L +!)Y -1 11.3/ (.1!Y -% !.!( (.1!Y -3 1.7/ (.1!Y -! %.3( (.1!Y -/ 1.( (.1!

Y -$ 1!.%< (.1!

Ki

Y*KiVD =


85/190

i!i&e5 H cetr" &e ri!i&ece

Ec = !.!! Ton/m2

Em = 4!!!!.!! Ton/m2

n= !.!!

?= %!.7< P:; 1?= %(.(7 P:; 2?= 1(.$! P:; &

,:TAF:A T>AF.

G Y GJY


86/190

1!3.! 3.%3 !$!.%%/7.%/ 3.%3 1

!$7.1$ 7.3< 3!!/.33

1177.(7 !$3(.!1

%1.!(

cr 6.;6 !

,:TAF:A T>AF.

G Y GJY

1177.(7 $%7.1

+

=

L

h

3L

h

4

tmK

3

+

=

L

h

3L

h

4

tmK

3


87/190

cr5.64 !

,:TAF:A T>AF.

G Y GJY

+

=

L

h3

L

h4

tmK 3

+

=

L

h3

L

h4

tmK 3


88/190

1

Ditri6ci" &e' C"rtate Direct"

V&

1(.331(.33!.13

1!.$31(.$7

1(.$7

%!.7

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