Predimensionando Vigas y Columnas

7/26/2019 Predimensionando Vigas y Columnas

1/41

PREDIMENSIONAMIENTO(

Numero de Pisos:

Carga muerta (D):

ALIGERADO Luz (m) = 5.00 20.00 H (cm) = 20.00

TABIQUERIA Tipo (*): soi!o A"c#o (cm) = $5.00 A%u&' (m) =

AABADO

IGA

OLU+,A

(*) Tipo de Ladrillo: SOLIDO / HUECO, Altura mayor de tabiueria

Carga !i!a (L):

IIE,DA

A-OTEA

Carga tota" (PU):

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"' c'!' piso

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"' $ /& iso

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

R/sis%/"ci' !/ co"c&/%o /" coum"'

GENERAL GENERA

#t $ Pg % & D

$ I"%/&io& $34.6 $.$0 0.60 406.22 $043.02

GENERAL (CASO CRITI

#t $ Pg % & D

$ Esui"/&' 2.$3 $.50 0.20 $775$.60 466.8

2 L'%/&' 6.74 $.25 0.25 6$$8.20 732.40

6 L'%/&' 6.32 $.25 0.25 28648.0 475.35

3 L'%/&' 5.30 $.25 0.25 3376.00 $044.50

5 L'%/&' 3.75 $.25 0.25 630$.25 68.$6

4 Esui"/&' 2.85 $.50 0.20 26430.75 833.6$

7 I"%/&io& 5.26 $.$0 0.60 36682.85 757.38

8 I"%/&io& $8.$5 $.$0 0.60 $50553.25 2428.76

I"%/&io& 7.6$ $.$0 0.60 40464.35 $058.76

Ti*o de+o"um$a

Areatri%utaria

Ti*o de+o"um$a Areatri%utaria


2/41

PREDIMENSIONAMIENTO(

Numero de Pisos:

Carga muerta (D):

ALIGERADO Luz (m) = 5.00 20.00 H (cm) = 20.00

TABIQUERIA Tipo (*): soi!o A"c#o (cm) = $5.00 A%u&' (m) =

AABADO

IGA

OLU+,A


Carga !i!a (L):

IIE,DA

A-OTEA

Carga tota" (PU):


/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"' $ /& iso

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

R/sis%/"ci' !/ co"c&/%o /" coum"'

$0 I"%/&io& .3$ $.$0 0.60 78055.5 $642.88

$$ I"%/&io& $2.86 $.$0 0.60 $04323.85 $858.2$

$2 I"%/&io& $$.77 $.$0 0.60 7462.$5 $703.4

$6 I"%/&io& $0.$7 $.$0 0.60 83640.$5 $372.4

$3 L'%/&' 4.0$ $.25 0.25 3852.5 $$84.8

$5 Esui"/&' 4.20 $.50 0.20 5$32.00 $864.75

$4 L'%/&' $6.54 $.25 0.25 $$2380.20 2478.$0$7 L'%/&' .04 $.25 0.25 75$52.70 $78.65

$8 L'%/&' 4.64 $.25 0.25 52754.20 $254.$0

$ L'%/&' 5.30 $.25 0.25 3376.00 $044.50

20 Esui"/&' 6.$5 $.50 0.20 24$2.25 66.$


3/41

E COLUMNAS POR GRAVEDADIVIENDA)

05 isos

600.00 9m2

2.40 73$ 660.00 9m2

$00.00 9m2

$00.00 9m2

40.00 9m2

200.00 ;m2

$00.00 ;m2

$


4/41

E COLUMNAS POR GRAVEDADIVIENDA)

05 isos

600.00 9m2

2.40 73$ 660.00 9m2

$00.00 9m2

$00.00 9m2

40.00 9m2

200.00 ;m2

$00.00 ;m2

$


5/41

PREDIMENSIONAMI

Datos *or Sismo:

DATOS

ATEGORIA DE EDI>IAIO, C-O,A I+IA 2

TIO DE UELO S2ERIODO >U,DA+E,TAL (*) 1

ALTURA DE LA EDI>IAIO, (m) 15.80

(*)

! Eleme"to# re#i#te"te# e" la dire$$i%" de lo# p%rti$o#

& Eleme"to# re#i#te"te# p%rti$o#, $a'a# de a#$e"#ore# y e#$alera#

Eleme"to# #i#morre#i#te"te# por muro# de $orte

Ca"+u"o de" Peso de "a Estru+tura:

Numero de Pisos:

Carga muerta (D):

ALIGERADO Luz (m) = 5.00 20.00TABIQUERIA Tipo (*): soi!o A"c#o (cm) =

AABADOIGA

OLU+,A(*) Tipo de Ladrillo: SOLIDO / HUECO, Altura mayor de tabiueria

Carga !i!a (L):

IIE,DAA-OTEA

Carga tota" (PU):


/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

Ca"+u"o de Se++io$ de "a Co"um$a:

DATOSALTURA DEL RI+ER ,IEL (m) 3.40

,&o !/ oum"'s 20.00

R/sis%/"ci' !/ o"c&/%o 210.00Dis%o&sio" /&misi?/ 0.007+o!uo !/ E's%ici!'! !/ o"c&/%o 2.17E+05

GENER


6/41

PREDIMENSIONAMI

Datos *or Sismo:

DATOS




(*)





Numero de Pisos:

Carga muerta (D):


AABADOIGA


Carga !i!a (L):

IIE,DAA-OTEA

Carga tota" (PU):


/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

Ti*o de +o"um$a Area tri%utaria Vs (7g) % & D

OLU+,A $34.6 $


7/41

PREDIMENSIONAMI

Datos *or Sismo:

DATOS




(*)





Numero de Pisos:

Carga muerta (D):


AABADOIGA


Carga !i!a (L):

IIE,DAA-OTEA

Carga tota" (PU):


/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

6 L'%/&' 6.32 25


8/41

PREDIMENSIONAMI

Datos *or Sismo:

DATOS




(*)





Numero de Pisos:

Carga muerta (D):


AABADOIGA


Carga !i!a (L):

IIE,DAA-OTEA

Carga tota" (PU):


/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

$$ I"%/&io& $2.86 5


9/41

PREDIMENSIONAMI

Datos *or Sismo:

DATOS




(*)





Numero de Pisos:

Carga muerta (D):


AABADOIGA


Carga !i!a (L):

IIE,DAA-OTEA

Carga tota" (PU):


/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

$ L'%/&' 5.30 30


10/41

NTO DE COLUMNAS POR SISMO(VIVIENDA)

CALCULOS CORTANTE POR SISMO

U = 1.00 Vs = ZUCS x Pe- = 0.30

Tp (s) = 0.60 = 1.20

T = 35

T = 0.45

= 2.50

-U = 0.90

05 isos

H (cm) = 20.00 600.00 9m2 $5.00 A%u&' (m) = 2.40 73$ 660.00 9m2

$00.00 9m2 $00.00 9m2

40.00 9m2

D 4 382922 9m2

200.00 ;m2 $00.00 ;m2

L 4 122922 9m2

$


11/41



U = 1.00 Vs = ZUCS x Pe- = 0.30

Tp (s) = 0.60 = 1.20

T = 35

T = 0.45

= 2.50

-U = 0.90

05 isos

H (cm) = 20.00 600.00 9m2 $5.00 A%u&' (m) = 2.40 73$ 660.00 9m2

$00.00 9m2 $00.00 9m2

40.00 9m2

D 4 382922 9m2

200.00 ;m2 $00.00 ;m2

L 4 122922 9m2

$


12/41



U = 1.00 Vs = ZUCS x Pe- = 0.30

Tp (s) = 0.60 = 1.20

T = 35

T = 0.45

= 2.50

-U = 0.90

05 isos

H (cm) = 20.00 600.00 9m2 $5.00 A%u&' (m) = 2.40 73$ 660.00 9m2

$00.00 9m2 $00.00 9m2

40.00 9m2

D 4 382922 9m2

200.00 ;m2 $00.00 ;m2

L 4 122922 9m2

$


13/41



U = 1.00 Vs = ZUCS x Pe- = 0.30

Tp (s) = 0.60 = 1.20

T = 35

T = 0.45

= 2.50

-U = 0.90

05 isos

H (cm) = 20.00 600.00 9m2 $5.00 A%u&' (m) = 2.40 73$ 660.00 9m2

$00.00 9m2 $00.00 9m2

40.00 9m2

D 4 382922 9m2

200.00 ;m2 $00.00 ;m2

L 4 122922 9m2

$


14/41



U = 1.00 Vs = ZUCS x Pe- = 0.30

Tp (s) = 0.60 = 1.20

T = 35

T = 0.45

= 2.50

-U = 0.90

05 isos

H (cm) = 20.00 600.00 9m2 $5.00 A%u&' (m) = 2.40 73$ 660.00 9m2

$00.00 9m2 $00.00 9m2

40.00 9m2

D 4 382922 9m2

200.00 ;m2 $00.00 ;m2

L 4 122922 9m2

$


15/41


16/41

GENERAL

OS

C0

C0


17/41

C0

C0

C0

C0

C0

C-

C1

C1


18/41

C1

C1

C1

C0

C0

C1

C1

C1


19/41

C0

C0


20/41

PRE


Numero de Pisos:

Carga muerta (D):

ALIGERADO Luz (m) = 5.00

TABIQUERIA Tipo (*): soi!oAABADO

IGAOLU+,A


Carga !i!a (L):

IIE,DAA-OTEA

Carga tota" (PU):


/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

Ca"+u"o de Se++io$ de "a Co"um$a:

E>E TIPO (+m)4L$=00

A @ A $.34 2.75 $6.27

A @ A $.44 2.48 $5.0

A @ A 3.22 2.3 68.64

B @ B $.35 2.34 $6.$8

B @ B 5.45 3.74 5$.64

@ $.62 3.7$ $2.00

@ $.45 3.7$ $5.00

@ 6.8$ 3.7$ 63.43

D @ D 6.$0 2.24 28.$8

D @ D 6.43 6.38 66.0

E @ E 6.$0 $.83 28.$8

E @ E 6.53 6.04 62.$8

> @ > 6.$0 $.83 28.$8

LU; LI?REL$(m)

ANCO TRI?UTL(m)


21/41

PRE


Numero de Pisos:

Carga muerta (D):

ALIGERADO Luz (m) = 5.00

TABIQUERIA Tipo (*): soi!oAABADO

IGAOLU+,A


Carga !i!a (L):

IIE,DAA-OTEA

Carga tota" (PU):


/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'/so %o%' !/ c'&'s !/ &'1/!'! u/ sopo&%' ' coum"'

/so %o%' !/ c'&'s !/ &'1/!'! po&

> @ > 6.30 $.83 60.$

$ @ $ 5.54 0.76 50.55

$ @ $ 3.$ 0.76 33.43

$ @ $ 3.5$ $.55 3$.00

$ @ $ 2.35 0.00 22.27

$ @ $ 6.47 $.55 66.64

2 @ 2 5.64 6.55 38.76

2 @ 2 3.$ 6.55 33.43

6 @ 6 3.5$ 6.34 3$.00

6 @ 6 2.35 6.67 22.27

6 @ 6 6.47 6.62 66.64

3 @ 3 3.40 2.86 3$.82

3 @ 3 3.2 2.86 33.76

3 @ 3 3.52 $.$ 3$.0

3 @ 3 2.35 $.82 22.27

3 @ 3 6.48 $.77 66.35


22/41

IMENSIONAMIENTO DE VIGAS(VIVIENDA)

0

20.00 20.00 600.00

A"c#o (cm) = $5.00 A%u&' (m) = 2.40 73$ 660.00$00.00

$00.0040.00

D 4 382922

200.00$00.00

L 4 122922

$


23/41

IMENSIONAMIENTO DE VIGAS(VIVIENDA)

0

20.00 20.00 600.00

A"c#o (cm) = $5.00 A%u&' (m) = 2.40 73$ 660.00$00.00

$00.0040.00

D 4 382922

200.00$00.00

L 4 122922

$


24/41

isos

9m2

9m29m2

9m29m2

9m2

;m2;m2

9m2

9m2

9m29m2

9m2

TIPOS

-.&-2 V0

-.&-2 V-

-.&/. V-

-.&-2 V0

-.&52 V-

-.&-2 V0

-.&-2 V0

-.&/2 V1

-.&1. V1

-.&/2 V1

-.&1. V1

-.&/2 V1

-.&1. V1


25/41

isos

9m2

9m29m2

9m29m2

9m2

;m2;m2

9m2

9m2

9m29m2

9m2

-.&1. V1

-.&52 V-

-.&.. V-

-.&.2 V-

-.&12 V1

-.&/2 V1

-.&52 V-

-.&.. V--.&.2 V-

-.&12 V1

-.&/2 V1

-.&.2 V-

-.&.. V-

-.&.2 V-

-.&12 V1

-.&/2 V1


26/41

PREDIMENSIONAMIENTO DE COLUMN(VIVIENDA)

Datos *or Sismo:

DATOS


TIO DE UELO S2

OE>IIE,TE DE REDUIO, DIREIO, R (*) C!"#e$ A#%


TIO DE ETRUTURA: REGULAR ($) IRREGULAR (2) 1 >ATOR AR

Es*e+tro de A+e"era+io$ Sisami+a:

Sa& Sa@T *s C ZUCS,R- ZUCS,R

&+ !+ !+

& &+ !+ !+

&+ !+ !+

+ &+ !+ !+

+ &+ !+ !+

++ &+ !+ !+- &+ !+ !+

-+ &! !.+ !.+

&! !&.- !&.-

+ & !& !&

. !.. !!&+ !!&+

.+ !- !+0 !+0

0 !- ! !

0+ !+. 0 0

! !+ 0 0

!+ ! .+ .+

!! !- .!. .!.

!!+ ! . .!& !&+ + +

!&+ !& & &

! !!+ -0& -0&

!+ !!! -- --

! ! - -

!+ ! -&! -&!

!+ ! - -

!++ 0 +.! +.!

!- 0 +- +-

!-+ 0! ++ ++

! .. +&0 +&0

!+ .- +! +!

!. . + +

! .+ .! .- .-

0.00 0.50

0.00

0.02

0.04

0.06

0.08

0.10

0.12

0.14

0.16

ESPECT

Sa(x,y) = ZUCS/R

5.2;5.2

),(

),(

CT

TxC

R

ZUCSS

YX

YXa

=

=


27/41

PREDIMENSIONAMIENTO DE COLUMN(VIVIENDA)

Datos *or Sismo:

DATOS


TIO DE UELO S2



!0 0

!0+ -& -&

& + + +

&+ 0 0

&! ! &0 &0

&!+ !0 !0&& -. 0 0

&&+ -

& -+ 0! 0!

&+ - . .

& - + +

&+ -! - -

&+ - - -


28/41

S POR SISMO

CALCULOS

U = 1.00- = 0.40

Tp (s) = 0.60

= 1.20

&'( P#$)"s R = 8.00

&'( P#$)"s R = 8.00

EALAR R 1.00 R = 8.00

R = 8.00

1.00 1.50 2.00 2.50

O DE SISMO NORM A E-030 2003

SaX

SaY

PERIODO T (seg)

`(

)(

mica)cacin Ssde AmplifiFactorC

EspectralnAceleracig

=


29/41

S POR SISMO

CALCULOS

U = 1.00- = 0.40

Tp (s) = 0.60

= 1.20

&'( P#$)"s R = 8.00

&'( P#$)"s R = 8.00


30/41

PARA SISMO'

0 0.$5

0.2 0.$50.3 0.$5

0.35 0.$5

0.5 0.$5

0.55 0.$5

0.4 0.$5

0.45 0.$6834$56834$568

0.7 0.$2857$32857$32

0.75 0.$2

0.8 0.$$25

0.85 0.$058826523$$740. 0.$

0.5 0.03764832$05246$

$ 0.0

$.05 0.0857$32857$32857

$.$ 0.08$8$8$8$8$8$8$8

$.$5 0.078240845452$73

$.2 0.075

$.25 0.072

$.6 0.0426074260742

$.65 0.0444444444444444

$.3 0.0432857$32857$32

$.35 0.042048455$723$6

$.5 0.04

$.55 0.0580435$4$20622

$.4 0.05425

$.45 0.0535353535353535

$.7 0.0523$$743705882

$.75 0.05$32857$32857$3

$.8 0.05

$.85 0.0384384384384384

$. 0.03764832$05246$5

$.5 0.034$56834$56834$

2 0.035

2.05 0.0360236023602

2.$ 0.032857$32857$328

2.$5 0.03$840345$$427

2.2 0.030000000

2.25 0.03


31/41

2.6 0.06$603637824087

2.65 0.068278726303255

2.3 0.0675

2.35 0.0647634687755$

2.5 0.064


32/41

PARA SISMOB'B

0 0.$5

0.2 0.$50.3 0.$5

0.35 0.$5

0.5 0.$5

0.55 0.$5

0.4 0.$5

0.45 0.$6834$56834$568

0.7 0.$2857$32857$32

0.75 0.$2

0.8 0.$$25

0.85 0.$058826523$$740. 0.$

0.5 0.03764832$05246$

$ 0.0

$.05 0.0857$32857$32857

$.$ 0.08$8$8$8$8$8$8$8

$.$5 0.078240845452$73

$.2 0.075

$.25 0.072

$.6 0.0426074260742

$.65 0.0444444444444444

$.3 0.0432857$32857$32

$.35 0.042048455$723$6

$.5 0.04

$.55 0.0580435$4$20622

$.4 0.05425

$.45 0.0535353535353535

$.7 0.0523$$743705882

$.75 0.05$32857$32857$3

$.8 0.05

$.85 0.0384384384384384

$. 0.03764832$05246$5

$.5 0.034$56834$56834$

2 0.035

2.05 0.0360236023602

2.$ 0.032857$32857$328

2.$5 0.03$840345$$427

2.2 0.030000000

2.25 0.03


33/41

2.6 0.06$603637824087

2.65 0.068278726303255

2.3 0.0675

2.35 0.0647634687755$

2.5 0.064


34/41

t (+m) (7g=m-) Peso de" ta%iue (7g=m)$7 280 73 o m/"os

20 600 75 ' $3

25 650 $50 ' 23

60 320 250 ' 665 375 300 ' 53

550 ' 4

700 ' 83

850 ' $000


35/41

Carga Eui!a"e$te (7g=m-) USO60 Bi?io%/c's

40

0 Escu/'s

$502$0 Hospi%'/s

270

660 OCci"'s

60

Ti/"!'s

i1i/"!'s

Azo%/'s *

USOS

SO?RECARGAS 250 500ALTURA TOTAL L$$ L$0

DEPARTAMENTO B

OICINAS

GARAGES BTIENDAS


36/41

AM?IENTE S=C (7g=m-)'' !/ /c%u&' 600

'' !/ 'm'c/"'/ 750

Au's '?o&'%o&io 600

T'/&/s 650u'&%os 200

'' !/ Op/&'ciF" '?o&'%o&io 600

Am?i/"%/s omu"/s 250

'' !/ A&c#i1os 500

o&&/!o&/s Esc'/&'s 500

o&&/!o&/s Esc'/&'s 200

'"'s "o u%iiz'?/ $00

DEPOSITOS

$000

L8


37/41

MATERIALES PESO (7g=m1)09' AISLAMIENTO>i?&' !/ 1i!&io 600

o&c#o 200

oiu&/%'"o poi/s%i&/"o 200>i?&oc/m/"%o 400

-9' AL?AILERIA DEA!o?/ $400

U"i!'!/s !/ '?'i/&i' soi!'s $800

U"i!'!/s !/ '?'i/&i' #u/c's $650

19' CONCRETO SIMPLE DEG&'1' 2600

'sco%/ !/ '!&io $800

om/z $400

/9' CONCRETO ARMADO

.9' ENLUCIDO O REVOFUE DE+o&%/&o !/ c/m/"%o 2000

+o&%/&o !/ c' c/m/"%o $850

+o&%/&o !/ c' $700

/so $000

59' LIFUIDOS

Au' $000

A'!i& $00 9m6 ' p/so !/co"c&/%o simp/


38/41

ARA+ETRO

i"' 68

CATEGORIA EDIFICIO FACTOR U

A 1.5

B 1.3

C 1.0

D 0.6

(*) En estas edificaciones, a criterio del proyectista, se podr oitir el anlisis por f!er"as s#sicas,

pero de$er pro%eerse de la resistencia y ri&ide" adec!adas para acciones laterales

ZONA SISMICA Z

1 0.15

' 0.30

3 0.0

TIPO DE SUELO

1 0.

' 0.6

3 0.

1.3

Caractersticas para hallar el periodo !"da#e"tal CT

1 35

' 5

3 60

Zo"a co"tri$!%e"te

etros c!adrados'

14.9 o menor

15 - 29.9999

30 - 44.9999

45 - 59.9999

60 ms

R Coe Re(!lar

R6 Ac/&o< A&&ios%&/s /"R2 Ac/&o< A&&ios%&/s Ec

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Predimensionando Vigas y Columnas

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