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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.!!!
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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
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! !
!.!! !.!! !.!! !.!! 1.2! !.&6 !.!$ 1.4 !
$.&2
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CARA MUERTA CARA VIVA CM
S"6re Car!a 100< 1
'"!it& a'=ei5er '"!it& ta6ie '"!it& 2ara2et" 'i c#1 c
(#) (t") (#) (t") (#) (t") (t") (t") (t
!.!! !.!! !.!! !.!! !.!! !.!! 1.! 11.1 1
!.!! !.!! !.!! !.!! !.!! !.!! 1. %.41 1
!.!! !.!! !.!! !.!! !.!! !.!! 1. 4.4! 1
!.!! !.!! 1.! 1.1$ !.!! !.!! 2. 1$.!& 2&6.& $
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.! 11.1 1
!.!! !.!! !.!! !.!! !.!! !.!! 1. %.41 1
!.!! !.!! !.!! !.!! !.!! !.!! 1. 4.4! 1
!.!! !.!! 1.! 1.1$ !.!! !.!! 2. 1$.!& 2
&6.&
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
!.!! !.!! !.!! !.!! 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/ (.$$ 1.40
:6 1.7/ (.1/ (.%$ 1.40
:4 %.3( (.1/ (.3/ 1.40
:5 1.( (.1/ (.% 1.40
: 1!.%< (.1/ %.1! 1.40
LOSAS /%.(/ 0.10LOSAS 1 %%.1! 0.10LOSAS 6 1(.!( 0.10
V !./( (.%/ 1.13 0.10V1 7.!/ (.%/ 1.
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Mr" E=ecti?a (#) (#) (#%) (#)
X 3.(( (.1/ (.!/ 1.50X1 3.(( (.1/ (.!/ 1.50X6 1.%( (.1/ (.1< 1.50X4 !.%/ (.1/ (.$! 1.50X5 3.1( (.1/ (.!7 1.50
X 3.1( (.1/ (.!7 1.40: 11.3/ (.1/ 1.7( 1.40:1 !.!( (.1/ (.$$ 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.
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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.
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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/
%.(.
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(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=
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%.
V
2.156m
Upesos.W6=
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E2e"r AREA A'tra Pe" Y PGY
(#) (#%) (#) (t) (#)
(.1/ (.!/ %.!( 1.! !.%<
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(#) (#%) (#) (t) (#)
(.1/ (.!/ %.!( %.(3 !.%<
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(.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 :=:
+"imension aralelo ala "irrecion anali5a"a
T"imension eren"icular ala "irrecion anali5a"a
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
+"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!
%9 Pi"DIRECCION :=:
+"imension aralelo ala "irrecion anali5a"a
T"imension eren"icular ala "irrecion anali5a"a
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 =
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39 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!
39 Pi"DIRECCION :=:
+"imension aralelo ala "irrecion anali5a"a
T"imension eren"icular ala "irrecion anali5a"a
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 =
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i!i&e5 H cetr" &e ri!i&ece
Ec = !.!! Ton/m2
Em = 4!!!!.!! Ton/m2
n= !.!!
?= %!.7< P:; 1?= %(.(7 P:; 2?= 1(.$! P:; &
,:TAF:A T>AF.
G Y GJY
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1!3.! 3.%3 !$!.%%/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
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cr5.64 !
,:TAF:A T>AF.
G Y GJY
+
=
L
h3
L
h4
tmK 3
+
=
L
h3
L
h4
tmK 3
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1
Ditri6ci" &e' C"rtate Direct"
V&
1(.331(.33!.13
1!.$31(.$7
1(.$7
%!.7