Acero METODOS Final

7/24/2019 Acero METODOS Final

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Peso de la columna 0.25 0.45 2.4 1800 486

NIVEL 03

Peso del techo ancho Largo Kg/m2

Cargas Vivas 1.5 .2 1 200 !60

Cargas muertas 1.5 .2 1 500 2400

Carga viga "eraltada #$e 1 .2 0.25 0.25 2400 480

Carga viga Chata #$e % 1.5 0.25 0.25 2400 225

ancho largo &lto Kg/m Kg

Peso del muro #$e'% 0.15 .2 2.4 1800 0

Peso del muro e$e ' 1 0.15 2.4 2.4 1800 0



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NIVEL 02


Cargas Vivas 1.5 .2 1 200 !60

Cargas muertas 1.5 .2 1 500 2400

Carga viga "eraltada #$e 1 .2 0.25 0.25 2400 480Carga viga Chata #$e % 1.5 0.25 0.25 2400 225


Peso del muro #$e'% 0.15 .2 2.4 1800 0

Peso del muro e$e ' 1 0.15 2.4 2.4 1800 0


NIVEL 01


Cargas Vivas 1.5 .2 1 200 !60Cargas muertas 1.5 .2 1 500 2400

Carga viga "eraltada #$e 1 .2 0.25 0.25 2400 480

Carga viga Chata #$e % 1.5 0.25 0.25 2400 225


Peso del muro #$e'% 0.15 .2 1800

Peso del muro e$e ' 1 0.15 2.4 1800

Peso de la columna 0.25 0.45 1800 60(.5

)otal Cargas 14260.5

#s*uer+o del terreno 2 K,/cm2 7130.25

-eccion ectangular a 84.441 % 84.4408

120 1012.!

80 100 8000


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METRADO DE CARGASCargas Peso Pro!o 400 "g#$2

M%er&as P!so &er$!'a(o 300 "g#$2

P!so (e &a)!*%er+a 250 "g#$2

C. $%er&as ,D -50 "g#$2

Cargas So)rearga 300 "g#$2

C. V!/as ,L 300 "g#$2

Res!s&e'!a re*%er!(a 4,(1.7 ,L 140 "g#$2

Peso Por /!g%e&a 540 "g#$/!g

0.54 T'#$./!g ara D!seEse!a!o'es

Esesor 4#25 as%$!$os 20

Res!s&e'!a Aero 8 4200 "g#$2

Res!s&e'!a (e o're&o 9:8 210 "g#$2

(8;203: (8 17

)8Aoo )8 10

)8Tra$o )8 40

Aoo A9 A

$e&ros L%< e'&re aoos 1 3.2

oe!e'&e ;1#2: ;1#24:

T'$ Mo$e'&o 0.270 0.230

&'$ Mo$=&!$o 0.300 0.256

>g$ 30000.00 25600.00

"g$ Mo$e' =res!s& 156-27.00 ???

"g#$2 4200 7.143 6.0-5

a8as%$!$os 1 16.5 1 16.5 1

As 0.432- 0.36-4

a18 1.016 0.6-2

"g#$2 4200 7.143 6.0-5

a8as%$!$os 1.016 16.4-0705 0.6-2 16.5654 0.4741

As 0.4331 0.367-

a18 1.01-2 0.65


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"g#$2 4200 7.143 6.0-5

a8as%$!$os 1.01-2 16.4-041 0.65 16.56712 0.4667

As 0.4332 0.367-

a18 1.01-2 0.657

Kg/cm2 4200 (.14 6.0!5

aasumimos 1.01!2 16.4!040! 0.865( 16.56(16 0.4666As 0.4332 0.367-

a1 1.01!2 0.865(

&scm2

0.71 0.71

V!gas Pr!'!aes

"g#$2

,D 0.-5 0.24

Peso ro!o 0.25 0.4 1

"G#$2, 0.3 1

==

Aoo 2

L%< e'&re aoos 3.75

oe!e'&e ;1#16:

Mo$e'&o 2.20

Mo$=&!$o 2.453

245312.5Mo$e'&o % res!& ???

"g#$2 4200 5.40

a as%$!$os 1 3-.5 1

As 1.477

a8 1.3-17

REPETICIONES

"g#$2 4200 5.40

a8 1.3-17 3-.30415 0.-27As 1.460

a8 1.3-6

"g#$2 4200 5.40

a8 1.3-6 3-.3006 0.-270

As 1.462

a8 1.3-

As;$2 @ 5#

1 /8 1 /8


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1.--


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o

AB B BC C

3.2 2. 2. 3

;1#11: ;1#24: ;1#11: ;1#24:

0.503 0.176 0.35 0.203

0.55- 0.1-6 0.42 0.225

5554.55 1-600.00 42763.64 22500.00

62770.00 ??? ??? 156-27

13.2-- 4.667 10.12 5.357

16.5 1 16.5 1 16.5 1 16.5 1

0.060 0.22 0.6171 0.3247

0.4741 0.6655 0.3630 0.763-

EPETICIONES

13.2-- 4.667 10.12 5.357

16.762-465 0.6655 16.66726 0.3630 16.151 0.763- 16.6103 0.4167

0.7-33 0.200 0.6054 0.3224

0.4667 0.65 0.3561 0.755


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13.2-- 4.667 10.12 5.357

16.766665 0.65 16.6706 0.3561 16.21-4 0.755 16.62074 0.40-5

0.7-32 0.27-- 0.6053 0.3223

0.4666 0.657 0.3560 0.754

1.2!! 4.66( 10.182 5.5(

16.(66(16(1 0.658( 16.6(0666 0.560 16.821!(! 0.(584 16.620804 0.40!40.7-32 0.27-- 0.6053 0.3223

0.4666 0.658( 0.560 0.(584

1.2- 0.71 0.71 1.2-

1.1-

2.4 0.24

&o&a ,( 1.43&o&a , 0.3

argas %&!$a 2.51

2.51 T'#$

21 1

3.75 3.75

;1#24: ;1#16:

1.472 2.20

1.635 2.453

163541.7 245312.5112000.0 ??? $aor o>

3.-3 5.40

3-.5 1 3-.5

0.-5 1.477

0.-27 1.3-17

3.-3 5.40

3-.5361014 1.3-17 3-.304150.-4- 1.460

0.-270 1.3-6

3.-3 5.40

3-.536525 1.3-6 3-.3006

0.-4- 1.462

0.-26- 1.3-

@ 1#2 @ 5#

1 1/2 1 /8 1 /8 1 1/2


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0.71 1.--


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CD

3

;1#11:

0.442

0.4-1

4-0-0.-1 a&s3*/0.853*c37

??? $aor o>

11.6 d "eralt 20

16.5 6.666666(a

0.704 a 10

0.4167 7 40

11.6

16.7-165

0.6-61

0.40-5

&su//93d'a/2


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11.6

16.7-527

0.6-5-

0.40-4

11.688

16.(!5150.6-5-

0.40!4

0.71

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Acero METODOS Final

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