predimencionamiento vi

8/17/2019 Predimencionamiento Vi

1/14

L.ALIGE

6 5 3


2/14

3

5

2.8


3/14

LOSA ALIGERADA

4.5 6.5

LUZ = 6.5

h = L

20 25

h = 0.325

h = 0.26

h = 0.2925

METRADO DE CARGAS h = 0.3

CARGA MUERTAS

Peso losa 0.05 0.4 2400 48.00

peso v!"e#a 0.25 0.$ 2400 60.00

peso la%&llo 3.33 8 26.6'

$34.6'

A(a)a%os $00 0.4 40

*a)+"e&a $00 0.4 40

CARGA MUERTA ,D 2$4.6'

CARGA VVA USOS-, 300 0.4 $20

COMBINACION CARGAS

A,I

" = $.4 ,D / $.6 ,

" = 492.53 1!-

RE " = $.5 ,D / $.' ,

" = 526 1!-

,L $20 $20

,D 2$4.6' 2$4.6'

4.5 6.5

L o


4/14

" 492.53 492.53

4.5 6.5

" 492.53

4.5 6.5


5/14

5

1!-

1!-

1!-

1!-

1!-

1!-

1!-

$20

2$4.6'

4.5


6/14

492.53

4.5

4.5


7/14

PREDIE,IOAIE*O DE IGAS

P 5 6.3

LUZ = 6.3 Lal!e&a%a %a#o RE

h = L 0.3 3'0

$0 $2

h = 0.63

h = 0.53 ASE IGA 7

h = 0.5''5 h-2

: as"%o= 0.6 0.3 0.25

p&o(eso ,os#&"(#vo pe&al#e 0.3

E*RADO DE ,ARGAS; A,:O *RIU*ARIO E


8/14

52'8.40 52'8.40

5 6.3


9/14

4.8

1!-2

A,:O *RIU*ARIO; 5.'

2$09 1!-

4321!-

254$ 1!-

$'$0 1!-

$'$0

254$

4.8


10/14

52'8.40

4.8


11/14

,OLUAS 5.5

#-(2

,A*EGORIA A; $500

,ARGA UER*A

RE AREA *RI LOG. IGA

PESO LOSA 3'0 24.'5

P 0.6 0.3 5.5

S 0.6 0.25 4.5

PESO ,OLUA 0.35 0.35 3

,D PESO UL*IO

,ARGA IA

250 24.'5

APLII,A,IO DE ,ARGAS

A,I

" = $.4 ,D / $.6 ,

" = 29549.'0 1!-

RE " = $.5 ,D / $.' ,

" = 3$5'2 1!-

PESO > PISO Pse&v(o 0.45>?@(

$ 29.55 29.55 0.$26

2 29.55 59.$0 0.$26

3 29.55 88.65 0.$26

4 29.55 $$8.20 0.$26

5 29.55 $4'.'5 0.$26

6 29.55 $''.30 0.$26

' 29.55 206.85 0.$26

8 29.55 236.40 0.$26

9 29.55 265.95 0.$26

$0 29.55 295.50 0.$26

$$ 29.55 325.05 0.$26

$2 29.55 354.60 0.$26

$3 29.55 384.$5 0.$26

$4 29.55 4$3.'0 0.$26

$5 29.55 443.25 0.$26

$6 29.55 4'2.80 0.$26

$' 29.55 502.34 0.$26


12/14

$8 29.55 53$.89 0.$26

$9 29.55 56$.44 0.$26

20 29.55 590.99 0.$26


13/14

4.5 24.'5

?@( 0.28

P.E PESOS

9$5'.5

2400 23'6

2400 $620

2400 882

PISO $4035.5

6$8'.5, 6$8'.5

a&ea (2 as" )= 25 L ( L

234.52 25 9.38 0.09 25>$$ .35.35

469.04 25 $8.'6 0.$9

'03.56 25 28.$4 0.28

938.09 25 3'.52 0.38 28>38

$$'2.6$ 25 46.90 0.4' .25>.5

$40'.$3 25 56.29 0.56

$64$.65 25 65.6' 0.66

$8'6.$' 25 '5.05 0.'5

2$$0.69 20 $05.53 $.06

2345.2$ 20 $$'.26 $.$'

25'9.'4 25 $03.$9 $.03

28$4.26 25 $$2.5' $.$3

3048.'8 25 $2$.95 $.22

3283.30 25 $3$.33 $.3$

35$'.82 25 $40.'$ $.4$

3'52.34 25 $50.09 $.50

3986.86 25 $59.4' $.59


14/14

422$.39 25 $68.86 $.69

4455.9$ 25 $'8.24 $.'8

4690.43 40 $$'.26 $.$'

predimencionamiento vi

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