Cargas Vivas, Muertas

7/26/2019 Cargas Vivas, Muertas

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.

1.09

7

3 6

36

3.3 7

39

3.36 7

40

5


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6 1

3 3

3.1 5


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Densidad del h

Gympsun =

.

Alura de una l

6 ln

hlm=

33 3.36

hlm=

hlm= 0.103

Alura de la lo

36

!nlu"ido piso

#erami"a

!nlu"ido pared

$eso de la %os

Densidad del h

$eso de la %os

gypsum

!nlu"ido

#erami"a

!nlu"ido

&'&A%

3 "arga (i(a =

pori"o en y

1


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2.9

2

3.1

1.09 3

4

1

2.9

3.1

6

1.09 3

3.1

3

3.1

2

1

1

2

1

1

1

1

7

4


10/147

1.09 3


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ormig= 2400 Alura de una l

20 )g*m2 h +

h +

sa $eso propio de

,00 / 0.0712y-

$ . $ . ( = h

36000 $ . $ . ( =0.15 0.3

$ . $ . ( = 34.5)g*m2

00 / 0.0712 4200

&'&A% D! %A #AGA !

36000

m

10.26"m

= 22)g*m

= 20)g*m

= 20)g*m

62)g*m

ormig (olumen 2400 0.07= 16 )g*m

= 16 )g*m

= 20)g*m

= 22)g*m

= 20)g*m

= 20)g*m

250 )g*m

200

1


16/147

= 74.54 /

3

= 74.54 /

5= 74.54 /

3.3 3.36

7

= 672.04

3.3 3.36

1

= 422.04 /

1266.12

3.3 3.36

4

3 5

3

4 6

5

3 5

3 5

2 3

2 3


17/147

3.3 3.36


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22/147

sa ali(ianada

"m = 108 "m

"m = 1485 "m

la (iga ,p.p.(- ormign armado

An"ho de la losa

, : h - densidad del a"ero ;er(ios e


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74.54

4

74.54

6= 74.54

2 3

422 / 422.04


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,. A. -

ensidad del hormign 0.05 2400

lura $roundida Densidad del horm 13 0.1 0.15 1

lura $roundida Densidad del horm 20 0.1 0.15 0.

$eso del :lo?ue 14 10

o por monero

0.02 2000= 40 )g*m2

0.02 2000= 40 )g*m2

20 )g*m2

erami"a- 20 )g*m2

120)g*m2

e @:ro"emeno 6mm 15 )g*m2

ero de "emeno 5 )g*m2

)g*m2

100)g*m2

!nlu"ido de um:ado 330/ 120= 449.6 )g*m2

&erraa 330/ 100= 429.6 )g*m2


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$ori"o e

= 120)g*m 2

2400 = 46)g*m 2

2400 = 576)g*m 2

= 140)g*m 2

3004)g*m 2

3

3.3


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3.3

3.36

3.36

3.36


38/147

3

3

3.1


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3.1

3.1

2.9

3.1

2.9


40/147

2.9

2.9


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+!BC

+!BC

+!BC

+!BC


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3.1 2.9

3.1 2.9

2 4

31


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3.1 2.9

3.1

3.1

2 4

31

1


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3.1 2.9

3.1 2.9

$ori"o en >

3 3.3 3.36

1 2


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3 3.3 3.36

3 3.3 3.36

3 3.3 3.36

1 2 3

2 4 6

1 3


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3 3.3 3.36

3 3.3 3.36

1 2 3


48/147

3 3.3 3.36 +DE*0C

+!BC

3 3.3 3.36 +!BC

+!BC

2 4 6

1 3 5


49/147

+!BC

+!BC

+!BC


50/147

#arga (i(a = 200

F

m=

%

.s

&riangulo = &rape"io =

3

1 y 2

3m =

3.1

m= 0.96774

200 3 3 , 1

&rape"io =

3 2

= 206.34 / 205.3

= 411.696 )g*m


51/147

1 y 2

3.3m =

3.1

m= 1.06452

200 3.3 3 , 1.06

&rape"io =

3 2

= 205.349 / 204.4

= 409.774 )g*m

13.36

m =

3.1

m= 1.037

200 3.36 3 , 1.0

&rape"io =

3 2

= 204.425 g*m


52/147

1

3

m =

3.1

m= 0.96774

200 3 3 , 1

&rape"io =

3 2

= 206.34 g*m

1

200 3

riangulo =3

= 200 )g*m


53/147

2

200 3.1

riangulo =

3

= 206.667 )g*m

3

200 3.1

riangulo =

3

= 206.667 )g*m

1

200 2.9

riangulo =3

= 193.333 )g*m

riangulo = 393.3

3200 3.1

riangulo =

3

= 206.667 )g*m

= 400 )g*m


54/147

5

200 3.1

riangulo =3

= 206.667 )g*m

= 400 )g*m

1

200 2.9

riangulo =

3

= 193.333 )g*m

riangulo = 193.3

3

200 2.9

riangulo =

3= 193.333 )g*m

= 193.333 )g*m


55/147

5

200 2.9

riangulo =

3

= 193.333 )g*m

= 193.333 )g*m

1

200 +++

riangulo =

3

)g*m

= +!BC )g*m

= +!BC)g*m

3

200 +++

riangulo =

3

)g*m

= +!BC )g*m

= +!BC)g*m

5

200 +++

riangulo =


56/147

3

)g*m

= +!BC )g*m

= +!BC)g*m


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H= #arga

F= Alura enor

%= Alura ayor

.s

3 2

3 y 4

3.3 3m = m =

3.1 2.9

m= 1.06452 m= 1.0344

200 3.3 3 , 1.06 200

/ &rape"io =

3 2

= 257.313

= 473.294

3 mI

- I - I


58/147

3 y 4

3.36 3.3m = m =

3.1 2.9

m= 1.037 m= 1.13793

200 3.4 3 , 1.0 200

/ &rape"io =

3 2

= 17.562

= 373.213

23.36

m =

0

m= +DE*0C

200

&rape"io =

= +DE*0C

- I - I

- I


59/147

2

3

m =

2.9

m= 1.0344

200

&rape"io =

= 257.313

- I


60/147

2

200 3 = :

/ 23

/ 200 )g*m = 3 =

2

= 1.5 =

s= 3.05

4200 2.9 = :

/ 2

3

/ 193.333 )g*m = 3.3 =

2

= 1.65 =


61/147

s= 3.2

6

200 2.9 = :

/ 23

/ 193.333 )g*m = 3.36 =

2

= 1.6 =

s= 3.23

200 1.5 = :

/ 2

3

/ 100 )g*m = 3 =

2

= 1.5 =

s= 1.5

4

200 1.7 = :

/ 2

3/ 110 )g*m = 3.3 =

2

= 1.65 =

s= 1.65


62/147

6

200 1.7 = :

/ 2

3

/ 112 )g*m = 3.36 =

2

= 1.6 =

s= 1.6

2

200 +++ 3 , +++

/ &rape"io = m =

3 2

m=

/ +++ g*m

4

200 +++ 3 , +++

/ &rape"io = m =

3 2

m=

/ +++ g*m

6

200 +++ 3 , +++

/ &rape"io = m =

- I

- I

- I


63/147

3 2

m=

/ +++ g*m


64/147

3.3m =

2.9

m=1.13793

4 3 , 1 200 3. 3 , 1.14

/

3 2 3 2

/ 216

)g*m

- I - I


65/147

3.36m =

2.9

m=1.1562

3.3 3 , 1.14 200 3 3 , 1.16

/

3 2 3 2

/ 16

)g*m

3.36 3 , +++

3 2

)g*m

- I - I

- I


66/147

4 3 , 1

3 2

)g*m

- I


67/147

3.1

2

1.55

3.1

2

1.55


68/147

3.1

2

1.55

0

2

0

0

2

0


69/147

0

2

0

+++

3

+++

+++

3.3

+++

+++


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5 y 6

3m = m =

+!BC

m= +!BC m=

200 4 3 , +++

&rape"io = /

3 2

= +!BC / +!BC

= +!BC )g*m

- I


72/147

5 y 6

3.3m = m =

+!BC

m= +!BC m=

200 3.3 3 , +++

&rape"io = /

3 2

= +!BC / +!BC

= +!BC )g*m

33.36

m =

+!BC

m= +!BC

200 3 3 , +++

&rape"io =

3 2

= +!BC )g*m

- I

- I


73/147

3

3

m =

+!BC

m= +!BC

200 4 3 , +++

&rape"io =

3 2

= +!BC )g*m

- I


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7 >

3.3 200 1.5 200 &riangulo = /

+++ 3 3

+++ = 100 / 110

= 210

200 3. 3 , +

3 2

- I


79/147

7 >

3.36 200 1.65 200 &riangulo = /

+++ 3 3

+++ = 110 / 112

= 222

200 3.36 3 , +

3 2

4200 1.6

riangulo =

3

= 112 )g*m

- I


80/147

4

200 1.5

riangulo =

3

= 100 )g*m


81/147


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85/147

1.651.09

3

3.1 2.9

1.09 3


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13

m =

3.1

m= 0.96774

200

&rape"io =

= 206.34

2 y 3


93/147

2.9

m =

3

m= 0.96667

2.9

200&rape"io =

= 199.67

= 303.537


94/147


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3 3 , 0.96774

3 2

- I


100/147

2.9 3 , 0.96667

3 2

/ 103.67

)g*m

- I


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0

m =

0

m= +DE*0C

0 0 3 ,

/

3 2


107/147

1.09

m =

2.9

m= 0.37562

200 1.09 3 ,/

3 2


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113/147

3 y 4.s

m =

0

m= +EA%!C

+DE*0C 0 4

&rape"io =

3

= +EA%!C /

= +EA%!C )g*m

- I


114/147

0.37562 - I


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0

m =

0

m= +DE*0C

3 , +EA%!C 0

/

2

+DE*0C

- I


121/147


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3. 3 , +DE*0C

3 2

- I


128/147


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3.36

3.1

2.9

3.1


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3.3 3


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1.1


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3.1

2.9

3.1


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3.36 3.3


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3 1.1


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