8/16/2019 Ejemplo Albañilería

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Proyecto

1.- Densidad de muros Paso: calcular el área de los muros

2. V=

P= 219408.08 kg

= 0.4

!= 1 "!#$%&'

#= 2.( "!#$%&')P

$= 1.2 cortante *as V=

+eriodo de ,+ 0.

&=

.- /iPi i Pi)i Pi)i%suma "P

+iso 01: (404. 2.( 18892.4 0.098

+iso 02: (404. (.14 284.92 0.19(

+iso 0: (404. .1 41.9 0.29

+iso 04: (2.8 10.28 (8880(.(04 0.414

suma "Pi)i' 142210.28

4.- cortantes

V1= 4881.1/1/2//4

V2= 9(9.00(/2//4V= 1024.8 //4

V4= 181.9(0 /4

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(.- &igide3 lateral del muro %+iso m= 0000

= 2.4

Direccion X   l t   %l "%l'e5+

15 4.1( 0.2 0.(812( 0.194148

25 2.( 0.2   1.0212 1.0(19(

5 . 0.2   0. 0.2929

45 . 0.2   0. 0.2929

1y 0.2 8.(   10.4482 11.1880(

2y 0.2 .(   10.4482 11.1880(

y 0.2 .4(   10.4482 11.1880(

4y 0.1 .(   18.41(8( 292.21

(y 0.2 1.(   10.4482 11.1880(

y 0.1 2.0(   18.41(8( 292.21

Direccion Y    l t   %l "%l'e5+

15 0.2 4.1(   10.4482 11.1880(

25 0.2 2.(   10.4482 11.1880(

5 0.2 .   10.4482 11.1880(

45 0.2 .   10.4482 11.1880(

1y 8.( 0.2   0.2842(1( 0.024(12

2y .( 0.2   0.((42( 0.28428(8

y .4( 0.2   0.9((21 0.4814y .( 0.1   0.((42( 0.28428(8

(y 1.( 0.2   1.1428( 2.(940(2(

y 2.0( 0.1 1.1011 1.04198

.- #orrecci6n +or torsi6n

.- la cortante Vatrás i

8/16/2019 Ejemplo Albañilería

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Datos:

X

7 de +isos 4   15

área tecada ( m2   25

+eso alaile 1800 kg%m   5

;

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kg%cm2

m

1er Piso 2do Piso er Piso

ant ) 4 ) "%l'   >5

0.(82 1.499 2(0.(40 14819.28( 11.989 104.9

4.209 .08299   942.028   (0(.4 4(9.( (88.89

1.18(18(19 2   21.29   111.420 10(1.((4 82(1.822

1.18(18(19 2   21.29   111.420 10(1.((4 82(1.822

4(44.(22 1.0448   (4.41   294.9( 2.10 208.(22

4(44.(22 1.0448   2.929   128.92 11.2 91.1(0

4(44.(22 1.0448   22.18   121.8(9 109.9(8 8.1(

2(18.8 ((.841(4   4.41   2.89 21.104 1.(

4(44.(22 1.0448   11.4   1.81 ((. 4.02

2(18.8 ((.841(4   2.48   1.1 11.8( 9.28

suma > 8144.

1er Piso 2do Piso er Piso

ant ) 4 ) "%l'   >y

4(44.(22 1.0448   2.20   8.4(( 8.914 1.82

4(44.(22 1.0448   1(.40   49.(2 44.8 (.01

4(44.(22 1.0448   2.01   (.8( 8.4( (.

4(44.(22 1.0448   2.01   (.8( 8.4( (.

0.0949804 0.822(4(   208.104   210.220 2090.4 181.(99

1.11411 1.92024   2218.81   12.1 4(.9 (042.(

1.4(924 2.089((2   2009.(82   4(9. (828.80 4(.10(1.11411 1.92024   12(4.122   401.4 .22 28(0.198

10.121 4.11428(1   48.10   1(.81 18. 108.(

.418491 .(1219(12 92.2 122.94 119.10( 892.(2

suma > 1(1.284

Vatras .i   Vatras .i   Vatras .i

Vatras .i   Vatras .i   Vatras .i

8/16/2019 Ejemplo Albañilería

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? t @   (

4.1( 0.2 0.9((

2.( 0.2 0.(41   0.048

. 0.2 0.828

. 0.2 0.828   4.1(1   0.0092

? t @

8.( 0.2 1.921

.( 0.2 0.840

.4( 0.2 0.94

.( 0.1 0.4(

1.( 0.2 0.40

2.0( 0.1 0.2

4.9

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0.2(

4to Piso .(

 Ai >i5)Ai

1(.(09 8.22( 222.19

2101.41 4.(( 409.8002

482.224 4.(( 9910.24

482.224 .1( 8.90(

122.109 4.1( 228.(4((81

(. .2( 1(0.1(848

(0.4(2 1.2( 9.01((99

9.8 .(2( 28.2(419

2(.(92 .92( 4(.00(84

(.49 1.02( 2.499081

4421(.2029 Acr= (.428098

4to Piso

Bi >iy)Bi

.208 .( 99.98(10

20.(04 1.42( 21.9(944

1.410 .(( 1(4.(82(1

1.410 .(( 1(4.(82(1

9(92.98 0.12( 901.0129

29(2.9(4 .( 81(4.20(

24.4 .( 8(.214019.01 .2( 912.(9

.294 8.22( 92.42(

(22.(9 .2( 28(.0(

284.92 Bcr= 2.401(884

Vatras .i

Vatras .i

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10.28

9.

2.4

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