Calculo Estructural de una Casa Habitacion

8/18/2019 Calculo Estructural de una Casa Habitacion

1/13

A) LOSA DE AZOTEA CON RELLENOImpermeabilizante 1x1x6= 6 Kgm!

Enla"rilla"# $%m 1x1x&'&$x1(&&= & Kgm!

*irme + , %m 1x1x&'&,x$1&&= -, Kgm!

Rellen# "e tez#ntle+ 1(%m

1x1x&'&1(x1$(&= 1,, Kgm!

L#.a "e %#n%ret#+1&%m

1x1x&'1&x$,&&= $,& Kgm!

/e.# +1'( %m 1x1x&'&1(x$1&&= $ Kgm!

S#bre%arga p#r RCD* ,& Kgm!

C0=(6

C2=1&&

3=66 Kgm!4)LOSA DE AZOTEA SIN RELLENOImpermeabilizante 1x1x6= 6 Kgm!L#.a "e %#n%ret#+

1&%m1x1x&'1&x$,&&= $,& Kgm!

Aplana"# %em5rea+1'(%#m

1x1x&'&(x$1&&= $ Kgm!

Tea &'&1(,( Kgm!

Ent#rta"# %em5rea %m

1x1x&'&x$1&&= 6 Kgm!

C0=,1 Kgm!

C2=,& Kgm!

3=-1 Kgm!

ANALISIS DECAR7A


2/13

C)LOSA DE ENTRE8ISOL#.eta "e terraza

,&x,&1x1x6(= 6( Kgm!

8ega Az9le# +1 %m 1x1x&'&1x$1&&= $1 Kgm!

L#.a "e %#n%ret#

arma"# 1& %m

1x1x&'1&x$,&&= $,& Kgm!

/e.# +1'( %m 1x1x&'&1(x$1&&= $ Kgm!

S#bre%arg# p#r RCD* $& Kg "e rellen# :$&Kg "e mane#

,& Kgm!

C0=;- Kgm!

C2=1& Kgm!

3=(6- Kgm!

D) LOSA DE 4A


3/13

E) 0ROSCIE7OS

Tabi>9e r## %#m?n 1x$'1&x&'1$x1(&&= - Kgml

Aplana"# %emare "#.%ara.

1x$'1&x&'&1(x$1&&x$=

1$ Kgml

3=(1& Kgml

*) 0ROS CON LA04RIN DE AZLE@O Tabi>9e r## %#m?n 1x$'1&x&'1$x1(&&= - KgmlAplana"# %emare "#.

%ara.1x$'1&x

&'&1(x$1&&x$=1$ Kgml

Az9le# 1x$'1&x1(= 1 Kgml

3=(,1 Kgml7) 8RETIL DE TA4IE CO0N

Ca"ena "e remate 1( x1( &'1(x &'1(x 1x $,&&= (, Kgml

09r# "e tabi>9e%#m?n

&'1$x &'(x1x1(&&= 1( Kgml

Aplana"# %emare1(%m

1';$x1x&'&1(x$1&&= 6& Kgml

3=$,; KgmlB) CADENAS DE CERRA0IENTO

Ca"ena "e %#n%ret# &'1(x &'&x $,&&= 1&- Kgm!

Aplana"# %emare &',&x&'&1(x$1&&= 1 Kgm!

3=1$1 Kgm!

I) ESCALERAS

E.%alera. &'$-:&'1(x1x6(x= ;& Kgm!

Ent#rta"# &',6x&'&x1x$1&&= $; Kgm!

*#ra"# "e e.%al#ne. &'$--x&'1($x1xx1(&&=

11', Kgm!

L#.a "e %#n%ret# arma"#1&%m'

&'1&x1x1x$,&&= $,& Kgm!

S#bre %arg# p#r RCD* $& Kg "e rellen# : $&Kg"e mane#

,& Kgm!

Carga 2ia 1& 1& Kgm!

3= 6-$', Kgm!


4/13

ÁREAS TRIBUTARIAS

8LANTA 4A@A

8LANTA ALTA


5/13

CANALIZACIN DE CAR7AS


6/13


7/13


8/13

EJE TRAMO MLCARGA POR

MLTIPO DEZAPATA

2 CD ,'&( $& CENTRAL3 A4 $';( 1;6, CENTRAL3 4C 1'1$1 ,$1 CENTRAL4 4C 1'1$1 $-( CENTRAL5 A4 $';( $-- CENTRAL5 CD ,'&( -& CENTRAL7 A4 $';( 16, CENTRAL

7 4C 1'1$1 $&;& CENTRAL8 CD ,'&( $& CENTRALA ( ,'&; $1(- LINDEROA ( 1';( 1,,- LINDEROB , '&, ; CENTRALB ,( 1'&( $1 CENTRALB ( 1';( $,&$ CENTRALC $ 1'$6 &1 CENTRALC , '&, $(6 CENTRALC ,( 1'&( 6$& CENTRAL

C ( 1';( (;1 CENTRALC - '$1 &,& CENTRALD $( ('( &6 LINDEROD (- ('16 &,$ LINDERO


9/13

*RF &'; Ga%er#)

*RF &'- G%#n%ret#)

*/F ,$&& Hg%m$

*CF $(& Hg%m$

*CF1& Hg%m$

*JCF$&& Hg%m$

"F 1& %m

4F 1&& %m

ZA8ATA CORRIDA CENTRAL

DATOS

8ESOF ;Kgml

8F ;x 1+,= ((11'- Kgml

8TF ((11'-x1'1= 6&6$';- Kgml

4ASEF 6&6$';-1&+&&&= &'6& m

3= 6&6$';-&'6&= 1&1&,';6 Kgml

0= l$ $=1&1&,';6x&'$&$=$&$'&; Kgm $0=$&$&; Kg%m

2= l= 1&1&,';6 x &'$&=$&$&';; Kg

Rt: 10 T/m2

ASF &'( %m$

AS minF $'6, %m$

SepF &'1 x1&&= $6'-; $( %m $'6,2CRF &'-J&'(M$&&J1&&J1&=(6(6'-( Kg

(6(6'-($&$&';; OK

A*RJ* $ = &';J,$&& $ = ,66';, $J*%Jb $J1&J1&&

4= *RJ*J"= &';x,$&&x1&= -&&

C= 09= $&$&;

&'$&

Q - $( %m

&'$&

&'$&

&'$&


10/13

ZA8ATA CORRIDA LINDERO

DATOS

8ESOF &6 Kgml

8F &6x1',= ,&6',& Kgml

8TF ,&6',&x1'1= ,'&, Kgml

4ASEF ,'&, 1&+&&&= &',&'(&m

4ASE 0INI0AF 6& C0

RtF 1& Tm$

ASF 1'& %m$

AS minF $'6, %m$

SepF &'1 x1&&= $6'-; $( %m $'6,2CRF &'-J&'(M$&&J1&&J1&= (6(6'-(Kg

(6(6'-(1(-'&$ OK

Q - $( %m

&',

3= ,'&, &'6&= -;('&6 Kgml

0= l$ $=-;('&6x&',&$=61'6& Kgm $0= 616& Kg%m

2= l -;('&6 x &',&= 1(-'&$Kg

&'$&

&',&

A*RJ* $ = &';J,$&& $ = ,66';, $J*%Jb $J1&J1&&

4= *RJ*J"= &';x,$&&x1&= -&&

C= 09= 616&

*RF &'; Ga%er#)

*RF &'- G%#n%ret#)

*/F ,$&& Hg%m$

*CF $(& Hg%m$

*CF1& Hg%m$

*JCF$&& Hg%m$

"F 1& %m

4F 1&& %m


11/13

CONTATRA4E

DATOS

ASF %m$

AS minF %m$

SepF

2CRF &'-J&'(M$&&J1&&J1&= (6(6'-(Kg

3=

2=

01=

0$=

A*RJ* $ = $J*%Jb

4= *RJ*J"=

C= 09=

*RF &'; Ga%er#)

*RF &'- G%#n%ret#)

*/F ,$&& Hg%m$

*CF $(& Hg%m$

*CF1& Hg%m$

*JCF$&& Hg%m$

"F -& %m

4F $& %m


12/13

LOSA DE AZOTEA

DATOS

NO 0ONOLTICA3=66 Kgm$*C= 1',*RF &'; Ga%er#)*RF &'- G%#n%ret#)*/F ,$&& Hg%m$

*CF $(& Hg%m$

*CF1& Hg%m$

*JCF$&& Hg%m$

"F '( %m4F 1&& %m

ASF $'6 %m$

AS minF $'6, %m$

SepF &'1 x1&&= $('$ $( %m $'62CRF &'-J&'(M$&&J1&&J1&= (6(6'-(Kg

Rela%inF ';&('(= &'$C#eU%iente= ($&J1&,J';&$J66J1',0= ,; Hgm =,;&& Hg%m

A*RJ* $ = &';J,$&& $ = ,66';, $J*%Jb $J1&J1&&

4= *RJ*J"= &';x,$&&x'(= $-(&

C= 09= ,;&&

';&

('

(

(&6 1(- &

&

($&

$;-

,;

,$;

&


13/13

LOSA DE ENTRE8ISO

DATOS

NO 0ONOLTICA3=(6- Kgm$*C= 1',*RF &'; Ga%er#)*RF &'- G%#n%ret#)*/F ,$&& Hg%m$

*CF $(& Hg%m$

*CF1& Hg%m$

*JCF$&& Hg%m$

"F '( %m4F 1&& %m

ASF $'& %m$

AS minF $'6, %m$

SepF &'1 x1&&= $6'-; $( %m $'6,2CRF &'-J&'(M$&&J1&&J1&= (6(6'-(Kg

Rela%inF ';&('(= &'$C#eU%iente= ($&J1&,J';&$J(6-J1',0= 6$; Hgm =6$;&& Hg%m

A*RJ* $ = &';J,$&& $ = ,66';, $J*%Jb $J1&J1&&

4= *RJ*J"= &';x,$&&x'(= $-(&

C= 09= 6$;&&

';&

('

(

(&6 1(- &

&

($&

$;-

6$;

6&

&

Calculo Estructural de una Casa Habitacion

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