Hoja de Diametros SI Y USA

8/17/2019 Hoja de Diametros SI Y USA

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SISTEMA INTERNACIONAL

DIAMETROS NOMINALES DE VARILLAS

16 18 20 22 25 28

201.06193 254.469005 314.159265 380.132711 490.873852 615.75216

402.12386 508.93801 628.318531 760.265422 981.747704 1231.50432

603.185789 763.407015 942.477796 1140.39813 1472.62156 1847.25648

804.247719 1017.87602 1256.63706 1520.53084 1963.49541 2463.00864

1005.30965 1272.34502 1570.79633 1900.66356 2454.36926 3078.7608

1206.37158 1526.81403 1884.95559 2280.79627 2945.24311 3694.51296

1407.43351 1781.28303 2199.11486 2660.92898 3436.11696 4310.26512

1608.49544 2035.75204 2513.27412 3041.06169 3926.99082 4926.01728

1809.55737 2290.22104 2827.43339 3421.1944 4417.86467 5541.769442010.6193 2544.69005 3141.59265 3801.32711 4908.73852 6157.5216

2211.68123 2799.15905 3455.75192 4181.45982 5399.61237 6773.27376

2412.74316 3053.62806 3769.91118 4561.59253 5890.48623 7389.02592

〖〗̂ 2 〖〗̂ 2 〖〗̂ 2 〖〗̂ 2 〖〗̂ 2 〖〗̂ 2


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32 36 40

804.247719 1017.87602 1256.63706

1608.49544 2035.75204 2513.27412

2412.74316 3053.62806 3769.91118

3216.99088 4071.50408 5026.54825

4021.2386 5089.3801 6283.18531

4825.48632 6107.25612 7539.82237

5629.73404 7125.13214 8796.45943

6433.98175 8143.00816 10053.0965

7238.22947 9160.88418 11309.73368042.47719 10178.7602 12566.3706

8846.72491 11196.6362 13823.0077

9650.97263 12214.5122 15079.6447

〖〗̂ 2 〖〗̂ 2 〖〗̂ 2


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1 2 3 4

D(pu!) 0"125 0"25 0"375 0"5#

1 0.01227185 0.04908739 0.11044662 0.19634954

2 0.02454369 0.09817477 0.22089323 0.39269908

3 0.03681554 0.14726216 0.33133985 0.58904862

4 0.04908739 0.19634954 0.44178647 0.78539816

5 0.06135923 0.24543693 0.55223308 0.9817477

6 0.07363108 0.29452431 0.6626797 1.17809725

7 0.08590292 0.3436117 0.77312632 1.37444679

8 0.09817477 0.39269908 0.88357293 1.57079633

9 0.11044662 0.44178647 0.99401955 1.7671458710 0.12271846 0.49087385 1.10446617 1.96349541

11 0.13499031 0.53996124 1.21491278 2.15984495

12 0.14726216 0.58904862 1.3253594 2.35619449

13 0.159534 0.63813601 1.43580602 2.55254403

14 0.17180585 0.68722339 1.54625263 2.74889357

15 0.18407769 0.73631078 1.65669925 2.94524311

16 0.19634954 0.78539816 1.76714587 3.14159265

17 0.20862139 0.83448555 1.87759248 3.33794219

18 0.22089323 0.88357293 1.9880391 3.53429174

〖〗̂ 2 〖〗̂ 2 〖〗̂ 2 〖〗̂ 2 〖


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11 14 18

1"375 1"75 2"25

1.4848934 2.40528188 3.9760782

2.96978681 4.81056375 7.9521564

4.45468021 7.21584563 11.9282346

5.93957361 9.6211275 15.9043128

7.42446701 12.0264094 19.880391

8.90936042 14.4316913 23.8564692

10.3942538 16.8369731 27.8325474

11.8791472 19.242255 31.8086256

13.3640406 21.6475369 35.784703814.848934 24.0528188 39.760782

16.3338274 26.4581006 43.7368602

17.8187208 28.8633825 47.7129384

19.3036142 31.2686644 51.6890166

20.7885076 33.6739463 55.6650948

22.273401 36.0792281 59.641173

23.7582944 38.48451 63.6172512

25.2431878 40.8897919 67.5933294

26.7280812 43.2950738 71.5694076

〗̂ 2 〖〗̂ 2 〖〗̂ 2


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0"002

2.5 2.5

7.1 11.9 0"003

9.6 14.4

24

f)* = 0.00206897

c = 14.4 $'!%

),* = 0.00248 - 0.00206897 e! acero cee

0.00148 e! acero no c

a = (1 / c a = 12.24

C$ % 582624

C&' % 169800

T* = 128687.5

n= 623736"5"

n = 6261460.37 $'!% # !"

n = 521788"36

ε* =

Σ =0

ΣΜ =0


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e

n

c *

3.62

T 5.88 6.12

9.5 9.5

24


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DATOS

Deformacion Unitaria Derecha = 0.003


fc = 4000 !"#$!%2

f&= 60000 !"#$!%2

" = 24 $'!%

h = 14 $'!%

(1 = 0.85

)* = 29000000 !"#$!%2

= 1.58


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0"002

3 3

6.6 11.4 0"003

9.6 14.4

24

f)* = 0.00206897

c = 14.4 $'!%

),* = 0.00238 - 0.00206897 e! acero cee


a = (1 / c a = 12.24

C$ % 582624

C&' % 89428

T* = 63002.5

n= 609049"5"

n = 4797703.62 $'!% # !"

n = 399808"64

ε* =

Σ =0

ΣΜ =0


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e

n

c *

3.12

T 5.88 6.12

9 9

24


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DATOS


Deformacion Unitaria = 0.001

fc = 4000 !"#$!%2

f&= 60000 !"#$!%2

" = 24 $'!%

h = 14 $'!%

(1 = 0.85

)* = 29000000 !"#$!%2

= 1.58


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0"001

3 3

3 15 0"003

6 18

24

f)* = 0.00206897

c = 18 $'!%

),* = 0.00250 - 0.00206897 e! acero cee


a = (1 / c a = 15.3

C$ % 728280

C&' % 89428

T* = 22910

n= 794798"

n = 4179060 $'!% # !"

n = 348255

ε* =

Σ =0

ΣΜ =0


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e

n

c *

4.65

T 4.35 7.65

9 9

24


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DATOS


Deformacion Unitaria = 0

fc = 4000 !"#$!%2

f&= 60000 !"#$!%2

" = 24 $'!%

h = 14 $'!%

(1 = 0.85

)* = 29000000 !"#$!%2

= 1.58


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0

3 3

3 21 0"003

0 24

24

f)* = 0.00206897

c = 24 $'!%

),* = 0.00263 - 0.00206897 e! acero cee

D#0 e! acero no c

a = (1 / c a = 20.4

C$ % 971040

C&' % 89428

T* = D#0

n= #DIV0"

n = D#0 $'!% # !"

n = #DIV0

ε* =

Σ =0

ΣΜ =0


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e

n

c *

7.2

T 1.8 10.2

9 9

24


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D):SDAD

150 !" ;% 9.81

$ie3 2.2 !" ;

A


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: ; $ie3 23.6206964

% 1000 0.02831685 m3

" 457.2

mm 711.2 h 939.8

: $ie 29.2591267

% 0.3048 m

: 89.1818182

%


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536


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D*+,'

28 $a

420 $a

-D 15 >:#m

-L 30 >:#m

L,.!" C*/, % 6.7 m

24

60 mm

m

A+u/* ? #10 0.67*' " ?#2 0.335

p/*+ $+, ? rec'"rimiento me

ANALISI

)SO


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C=E:EAR CANTIAS DEL ACER

Cu*.+* M*>m* (500)

Cu*.+* M.m*

A$/, R?u/, A' % @B A*= 1826

A$/, A,p+*, 1/* ,p$,. % 1847

2a o$cion = 1963

ANC=O NECESARIO


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L = 0.00815

@ m*> (500)% 0.01807

@ m. % 0.003

〗̂ 2

〗̂ 2

K1&

@ K1'&


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ANALISIS DE LA SOLCION

A+u/* ? = 700 mm*' " = 350 mm

/$uB/m.+, r = 40 mm

*m+/, */* E = 28 mm

*m+/, '+/B, e = 10 mm

/$" m$*.$, rm = 64 mm

p/*+ $+, = 636 mm

A$/, *,p+*, A*= 1847 mm2

VERIICACION LENCIA F DCTILIDAD

a = 93.14

c = 109.58

0.01441 *eccion 'cti! E = 0.9

VERIICACION DEL ACERO

L @rea! = 0.0083 o>

VERIICAR MOMENTO RESISTENTE

M*$ =

)+, (- + 01234


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r = 411.6 >:/m

)N):A

< = 0.996

%>

5=1 6"/6


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D*+,'

28 $a

420 $aU = 830 >:/m

F = 0.85

60 mm

AUA< UA:TA D) DS)PO

C=E:EAR CANTIAS DEL AC

Cu*.+* M*>m* (500)

Cu*.+* M.m*

= 15" 204649354.869 " =

= 2" 204649354.869 " =

= 25" 204649354.869 " =

ORCENTAGE DE ACERO RE:E


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A$/, R?u/, A' % @B A*= 3290

A$/, A,p+*, 4021

ANC=O NECESA

/$uB/m.+, % 40 mm

" '+/B, % 10 mm

% 32 mm

'p*/*$,.% 32 mm

# */*' % 5

Bmin = 396 mm 'm$!e

ANALISIS DE LA SOLCION

A+u/* ? = 800 mm

*' " = 400 mm

/$uB/m.+, r = 40 mm

*m+/, */* E = 32 mm

*m+/, '+/B, e = 10 mm

/$" m$*.$, rm = 66 mm

p/*+ $+, = 734 mm

A$/, *,p+*, A*= 4021 mm2

VERIICACION LENCIA F DCTILIDAD

a = 177.41

c = 208.71

0.00755

VERIICACION DEL ACERO

A'(5 32)% 〖

=@2 C@2 C@4 C!"#$% !.&$#% !.&$#% J@ K1 @'& &)% '

M*$ =


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L @rea! = 0.0137 o>

VERIICAR MOMENTO RESISTENTE

r = 980.87

)N):A

< = 0.846

%>

)> ( > =+, 234

5=1 6"/6


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L = 0.012

RO

@ m*> (500)% 0.018

@ m. % 0.003

ISEO DE LA SECCION

E = 0.9

204649355

D):SO:)S A:)

" h " h

449.72 674.58 734.58 450 750

371.24 742.47 802.47 400 800

319.92 799.80 859.80 350 900

RIDO

4.21

0.011


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IO

*eccion a!tamente 'cti! E = 0.9

〗̂ 2

K1&


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QA()S

690

740

840


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Hoja de Diametros SI Y USA

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