calculo de acero para cisterna

8/16/2019 Calculo de Acero Para Cisterna

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nal

.00 m 'alla (imple 5)8 ** 'alla Do+le

'alla Do+le884. 2 m

Acumulado16.80 2 16.8050.34 4 33.5483.70 4 33.36116.76 4 33.0614 .40 4 32.63181.47 4 32.08212.86 4 31.38243.40 4 30.54272. 5 4 2 .55301.32 4 28.37328.32 4 27.00353.71 4 25.40377.23 4 23.523 8.51 4 21.28417.0 4 18.57432.22 4 15.13442.46 4 10.24

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Base del Reservorio – Acero de la $apata de Forma Circular– %istri&uid

R = 6.35 m Longitud comercial de varilla corrugada =L( ) 2.65 mL* ) 2.84 m

e = 0.20 m

n L +arcial Acumulado1 2.65 184 487.6 487.62 2. 6 184 544.64 1032.24

repericiones =

L total =

repericiones


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en 'orma radial

.00 m

11,032.24 m

5)8 ** 5)8 **


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Base del Reservorio – Acero de la $apata de Forma Circular – %istri&uid

5.70 m Longitud comercial de var5.60 m

e = 0.20 m

n "mpalme1 5.7 35.81 8 2.002 5.6 35.1 2.00

Rm( )Rm* )

R medio L circular medio repericiones


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en 'orma Circun'erencial

illa corrugada = .00 m%mpalme = 0.50 m

637.1 m

+arcial Acumulado 302.51 302.51 1)2 **334.67 637.1 1)2 **

L total =


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%omo del Reservorio – Acero ,n'erior – %istri&uido en 'orma Radial

6.18 m -ndicativo de repeticiones =12.38 m actor =6.57 m /ipos =

e = 0.20 m m =φ = 1)4 ** "eri cacion m =

n ln L parcial1 0.00 6.57 24.00 157.682 0.80 5.77 24.00 138.473 1.60 4. 7 48.00 238.344 3.20 3.33 6.00 31 .

1186.56

R perimetral =R c pula =

L1 =

R origen # Repeticiones


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27584

2434.375

157.72 6.1534.5854.5

1708. 664 28

L acumulado


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41 7.38 47.403 6.57 41.2642 7.56 48.5601 6.6 42.0143 7.74 4 .7163 6.80 42.7544 7. 2 50.8725 6. 2 43.4845 8.10 52.0287 7.03 44.1846 8.28 53.184 7.14 44.8747 8.46 54.3411 7.25 45.5448 8.64 55.4 73 7.35 46.14 8.82 56.6535 7.45 46.8250 .00 57.80 6 7.55 47.4351 .18 58. 658 7.64 48.0252 .36 60.1220 7.73 48.6053 .54 61.2782 7.82 4 .1554 .72 62.4344 7. 1 4 .6855 . 0 63.5 06 7. 50.2056 10.08 64.7468 8.07 50.657 10.26 65. 030 8.14 51.1658 10.44 67.05 2 8.21 51.615 10.62 68.2154 8.28 52.0460 10.80 6 .3716 8.35 52.4561 10. 8 70.5278 8.41 52.8462 11.16 71.6840 8.47 53.2163 11.34 72.8402 8.52 53.5564 11.52 73. 63 8.57 53.8765 11.70 75.1525 8.62 54.1766 11.88 76.3087 8.67 54.4567 12.06 77.464 8.71 54.7168 12.24 78.6211 8.74 54. 46 12.42 7 .7773 8.78 55.1670 12.60 80. 335 8.81 55.3571 12.78 82.08 7 8.84 55.5172 12. 6 83.245 8.86 55.6673 13.14 84.4021 8.88 55.7874 13.32 85.5583 8.8 55.8875 13.50 86.7145 8. 1 55. 576 13.68 87.8707 8. 1 56.0177 13.86 8 .026 8. 2 56.0478 14.04 0.1830 8. 2 56.057 14.22 1.33 2 8. 2 56.0380 14.40 2.4 54 8. 1 55.81 14.58 3.6516 8. 0 55. 382 14.76 4.8078 8.8 55.8583 14. 4 5. 640 8.87 55.7484 15.12 7.1202 8.85 55.6185 15.30 8.2764 8.83 55.46

86 15.48 .4326 8.80 55.287 15.66 100.5888 8.77 55.088 15.84 101.7450 8.73 54.87


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8 16.02 102. 012 8.6 54.630 16.20 104.0574 8.65 54.371 16.38 105.2136 8.61 54.082 16.56 106.36 7 8.56 53.773 16.74 107.525 8.51 53.444 16. 2 108.6821 8.45 53.05 17.10 10 .8383 8.3 52.726 17.28 110. 45 8.33 52.337 17.46 112.1507 8.26 51. 18 17.64 113.306 8.1 51.47

17.82 114.4631 8.12 51.01100 18.00 115.61 3 8.04 50.54


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ncial

0.84 "arillas = .00 m0.58 rad33.36

2Traslape

0.30 1.43 1.430.30 2.56 3.0.30 3.6 7.680.30 4.82 12.500.30 5. 5 18.450.30 7.07 25.520.30 8.1 33.710.60 .61 43.320.60 10.72 54.040.60 11.83 65.870.60 12. 4 78.810.60 14.04 2.850.60 15.13 107. 80.60 16.22 124.210.60 17.31 141.520.60 18.38 15 . 00. 0 1 .75 17 .650. 0 20.81 200.460. 0 21.87 222.330. 0 22. 1 245.240. 0 23. 5 26 .180. 0 24. 7 2 4.160. 0 25. 320.150. 0 26. 347.141.20 28.2 375.431.20 2 .27 404.701.20 30.25 434. 51.20 31.21 466.161.20 32.16 4 8.321.20 33.0 531.411.20 34.02 565.431.20 34. 3 600.361.20 35.82 636.181.20 36.71 672.81.50 37.87 710.761.50 38.73 74 .41.50 3 .56 78 .06

1.50 40.3 82 .441.50 41.1 870.641.50 41. 8 12.62

n = ! varillas = L n L n Acumulado


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1.50 42.76 55.381.50 43.51 8.81.50 44.25 1043.151.50 44. 8 1088.131.50 45.68 1133.811.50 46.37 1180.181.80 47.34 1227.521.80 47. 1275.501.80 48.62 1324.121.80 4 .23 1373.351.80 4 .82 1423.181.80 50.40 1473.571.80 50. 5 1524.521.80 51.48 1576.011.80 52.00 1628.001.80 52.4 1680.41.80 52. 6 1733.461.80 53.41 1786.871.80 53.84 1840.711.80 54.25 18 4. 61.80 54.64 1 4 .611.80 55.01 2004.611.80 55.35 205 . 61.80 55.67 2115.642.10 56.27 2171. 12.10 56.55 2228.462.10 56.81 2285.282.10 57.04 2342.322.10 57.26 23 .582.10 57.45 2457.022.10 57.61 2514.632.10 57.76 2572.32.10 57.88 2630.272.10 57. 8 2688.252.10 58.05 2746.302.10 58.11 2804.412.10 58.14 2862.552.10 58.15 2 20.62.10 58.13 2 78.822.10 58.0 3036. 22.10 58.03 30 4. 52.10 57. 5 3152. 02.10 57.84 3210.742.10 57.71 3268.452.10 57.56 3326.02

2.10 57.3 3383.402.10 57.1 3440.602.10 56. 7 34 7.57


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2.10 56.73 3554.302.10 56.47 3610.772.10 56.18 3666. 51.80 55.57 3722.521.80 55.24 3777.771.80 54.8 3832.661.80 54.52 3887.181.80 54.13 3 41.311.80 53.71 3 5.021.80 53.27 4048.21.80 52.81 4101.101.80 52.34 4153.44


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%omo del Reservorio – Acero superior de la Losa – %istri&uido en 'orma

R = 6.10 m -ndicativo de repeticiones =6.57 m actor =

e = 0.20 m /ipos =m =

φ = 1)2 ** "eri cacion m = ln1 6.57 m 6.57 m 1 2 1261.44

L1 =

R origen # Repeticiones L +arcial


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Radial

1 281

2424

1261.44L Acumulado


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%omo del Reservorio – Acero superior de la Losa – %istri&uido en 'orma

R = 12.38 mdv = 1.35 me = 0.20 m

%mpalme = 0.30 m4.40 m

n ln1 4.50 20.8187 4.40 27.652 4.70 21.7443 4.5 28.823 4. 0 22.66 4.77 2 . 84 5.10 23.5 55 4. 6 31.145 5.30 24.5212 5.14 32.286 5.50 25.4468 5.32 33.427 5.70 26.3724 5.50 34.558 5. 0 27.2 80 5.68 35.67

6.10 28.2236 5.85 36.710 6.30 2 .14 3 6.03 37.811 6.50 30.074 6.20 38. 812 6.70 31.0005 6.38 40.0613 6. 0 31. 261 6.55 41.1414 7.10 32.8517 6.72 42.2015 7.30 33.7774 6.88 43.2516 7.50 34.7030 7.05 44.217 7.70 35.6286 7.21 45.3118 7. 0 36.5542 7.37 46.331 8.10 37.47 8 7.53 47.3320 8.30 38.4054 7.6 48.3221 8.50 3 .3311 7.85 4 .3022 8.70 40.2567 8.00 50.2723 8. 0 41.1823 8.15 51.2224 .10 42.107 8.30 52.1625 .30 43.0335 8.45 53.0826 .50 43. 5 2 8.5 53.27 .70 44.8848 8.74 54.828 . 0 45.8104 8.88 55.782 10.10 46.7360 .02 56.6430 10.30 47.6616 .15 57.5031 10.50 48.5872 .28 58.3432 10.70 4 .512 .42 5 .1633 10. 0 50.4385 .54 5 . 734 11.10 51.3641 .67 60.7635 11.30 52.28 7 .7 61.5436 11.50 53.2153 . 2 62.3037 11.70 54.1410 10.03 63.04

38 11. 0 55.0666 10.15 63.773 12.10 55. 22 10.26 64.4840 12.30 56. 178 10.37 65.18

os θ =θ o = θ =θ o = θ =

no = ! varillas = n = ! varillas =Ro =

n %"./ R n L0n


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8 22.10 102.2731 12.10 76.010 22.30 103.1 87 12.05 75.731 22.50 104.1244 12.01 75.432 22.70 105.0500 11. 6 75.123 22. 0 105. 756 11. 0 74.784 23.10 106. 012 11.85 74.435 23.30 107.8268 11.7 74.056 23.50 108.7524 11.72 73.667 23.70 10 .6781 11.66 73.248 23. 0 110.6037 11.5 72.81

24.10 111.52 3 11.52 72.36100 24.30 112.454 11.44 71.8


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Circun'erencial

0.8 "arillas = .00 m0.47 rad27.01

2 φ = 1)4 **7

Traslape1.20 28.85 28.851.20 30.02 58.861.20 31.18 0.041.20 32.34 122.381.20 33.48 155.861.20 34.62 1 0.41.20 35.75 226.241.20 36.87 263.111.50 38.2 301.401.50 3 .3 340.71.50 40.48 381.271.50 41.56 422.831.50 42.64 465.471.50 43.70 50 .161.50 44.75 553. 11.50 45.7 5 .61.80 47.11 646.811.80 48.13 6 4. 31.80 4 .13 744.071.80 50.12 7 4.11.80 51.10 845.21.80 52.07 8 7.351.80 53.02 50.371.80 53. 6 1004.331.80 54.88 105 .211.80 55.7 1115.012.10 56. 1172.002.10 57.88 122 .882.10 58.74 1288.622.10 5 .60 1348.222.10 60.44 1408.652.10 61.26 146 . 12.10 62.07 1531. 82.10 62.86 15 4.842.10 63.64 1658.482.10 64.40 1722.882.40 65.44 1788.32

2.40 66.17 1854.42.40 66.88 1 21.372.40 67.58 1 88. 5

! varillas = L n L n Acumulado


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2.40 68.25 2057.202.40 68. 1 2126.122.40 6 .56 21 5.672.40 70.18 2265.852.40 70.7 2336.642.40 71.38 2408.022.40 71. 5 247 . 72.40 72.50 2552.482.40 73.04 2625.522.40 73.56 26 .072.40 74.05 2773.132.70 74.83 2847. 62.70 75.30 2 23.262.70 75.74 2 .002.70 76.16 3075.162.70 76.56 3151.722.70 76. 5 3228.672.70 77.31 3305. 82.70 77.66 3383.642.70 77. 8 3461.622.70 78.2 353 . 12.70 78.58 3618.42.70 78.84 36 7.332.70 7 .0 3776.432.70 7 .32 3855.742.70 7 .52 3 35.272.70 7 .71 4014. 82.70 7 .88 40 4.862.70 80.03 4174.882.70 80.15 4255.032.70 80.26 4335.22.70 80.34 4415.642.70 80.41 44 6.052.70 80.46 4576.502.70 80.48 4656. 82.70 80.4 4737.472.70 80.47 4817. 42.70 80.43 48 8.372.70 80.38 4 78.752.70 80.30 505 .052.70 80.21 513 .262.70 80.0 521 .342.70 7 . 5 52 .302.70 7 .7 537 .02.70 7 .62 5458.71

2.70 7 .42 5538.132.70 7 .20 5617.332.70 78. 7 56 6.2


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2.70 78.71 5775.002.70 78.43 5853.432.70 78.13 5 31.572.70 77.82 600 .32.70 77.48 6086.872.70 77.13 6163.2.70 76.75 6240.742.70 76.36 6317.102.70 75. 4 63 3.042.70 75.51 6468.552.70 75.06 6543.612.40 74.2 6617. 0


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iga +erimetral del Reservorio - "ntre el Muro 1 %omo - Secci2n Recta

5. 3 m Longitud comercial de vare = 0.20 m

%mpalme1 = 0.50 m%mpalme2 = 0.65 m

"mpalmes1 5. 3 m 37.26 2 2.52 5. 3 m 37.26 4 3.25

R m =

n tipos R m L m # Repeticiones


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ngular - C3lculo de acero +rincipal

illa corrugada = .00 m

7 .52 7 .52 1)2 **162.04 162.04 5)8 **

L n +arrcial L Total


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iga +erimetral del Reservorio - Circundante entre Muro 1 %omo - Secc

4.14 m Radio medio Longitud comercial de vara = 0.50 m ori ontal Recu+rimient+ = 0.30 m "erticale = 0.25 m %spaciamiento

anc9o 0.15 m Do+l:s de los acerosn .anc4o1 1.28 m 0.30 m 1.58 m 104

R m =

L 56 L "stri&o # Repeticiones


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2n Rectangular

illa corrugada = .00 m del concreto = 0.04 m

n = 104

Acumulado Total104.05 m 104.05 m 3)8 **


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Muro +erimetral del Reservorio - Secci2n Rectangular - C3lculo de acer

3. 4 m0.30 m0.04 m

L ; Longitud de cada elemento incluido los gac9os < do+lesesn ircun erencia L varilla 1 % / 7.50 m 3)8 ** 0.25 m2 ->/ 7.50 m 1 ** 0.30 m3 ->/ 2.40 m 3)4 ** 0.30 m

R interior =e espesor 'uro =

e recu+rimiento =

e %spaciamiento


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o ertical

+acial4.20 106 7 1.683. 8 83 625.183. 8 83 200.06

R respecto al e?e # Repeticiones


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Muro +erimetral del Reservorio - Secci2n Rectangular - C3lculo de acer

5.70 m "arilla = .00 m0.40 m0.05 m6.04 m

L ; Longitud de cada elemento incluido los gac9os < do+lesesn ircun erencia %mpalme1 % / 0.15 m 3)8 ** 0.40 m2 ->/ 0.15 m 3)8 ** 0.40 m

R interior =e espesor 'uro =

e recu+rimiento =#ltura muro =

e %spaciamiento


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% >-(/# A B>($L/BR D% CRB % /B( A B>($L/BR D% BER#( %(/R$ /$R#L%

gmail.commail.com

mailto:[email protected]:[email protected]:[email protected]:[email protected]


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D%/#LL% D% R%X$%RGB %> #R/%G# D% R%EB(%

> "% %( Longitud /otal m# %RB LB> -/$D->#L 5 2.10 m 10.50 m

# %RB /R#>("%R(#L 6 2.00 m 12.00 m


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rdicio de or /otal #cero 1)2Z /otal [g0.53 m 11.03 m 0. 10. 1 [g

0.60 m 12.60 m 0. 12.47 [g


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#(%/# D% "#L"$L#(# %RB D% G#C#/#

GA1> "% %( Longitud /otal m

Longitudinal 5 1.00 m 5.00 m /ransversal 5 1.00 m 5.00 m


Longitudinal 7 1.33 m .31 m /ransversal 7 1.37 m .5 m


Longitudinal 5 1. 0 m .50 m /ransversal 10 1.00 m 10.00 m


Longitudinal 6 1.00 m 6.00 m /ransversal 5 1.20 m 6.00 m

# %RB D% BL$'>#

A1> "% %( Longitud /otal m

Longitudinal 10 5.0 m 50. 0 m

%stri+os 30 1.24 m 37.20 m

A2 > "% %( Longitud /otal mLongitudinal 10 5.0 m 50. 0 m


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%stri+os 30 1.15 m 34.50 m


Longitudinal 8 5.0 m 40.72 m

%stri+os 30 1.18 m 35.40 m


Longitudinal 4 5.0 m 20.36 m

%stri+os 30 0.87 m 26.10 m

CL# # CA01

> "% %( Longitud /otal mLongitudinal 8 5.0 m 40.72 m

8 5.0 m 40.72 m

%stri+os 21 1. 8 m 41.58 m

CL# # CA02

> "% %( Longitud /otal mLongitudinal 4 5.0 m 20.36 m

6 5.0 m 30.54 m

%stri+os 21 1. 8 m 41.58 m

CL# # CA03

> "% %( Longitud /otal m

Longitudinal 4 5.0 m 20.36 m14 5.0 m 71.26 m


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/B/#L C#R -#L16.28 [g

und de GA1 146.48 [gDesperdicio de orte 5Y /otal #cero 5)8Z /otal [g

0.25 m 5.25 m 1.55 8.14 [g0.25 m 5.25 m 1.55 8.14 [g

/B/#L C#R -#L30.76 [g

Desperdicio de orte 5Y /otal #cero 5)8Z /otal [g0.47 m .78 m 1.55 15.15 [g0.48 m 10.07 m 1.55 15.61 [g

/B/#L C#R -#L31.74 [g

Desperdicio de orte 5Y /otal #cero 5)8Z /otal [g0.48 m . 8 m 1.55 15.46 [g0.50 m 10.50 m 1.55 16.28 [g

/B/#L C#R -#L1 .53 [g

Desperdicio de orte 5Y /otal #cero 5)8Z /otal [g0.30 m 6.30 m 1.55 .77 [g0.30 m 6.30 m 1.55 .77 [g

/B/#L C#R -#L

4 und de A1 2 .14 [g74.78 [gDesperdicio de orte 5Y /otal #cero 1)2Z /otal [g

2.55 m 53.45 m 0. 52. 1 [g#cero 3)8Z

1.86 m 3 .06 m 0.56 21.87 [g

/B/#L C#R -#L4 und de A1 2 2.7 [g

73.20 [gDesperdicio de orte 5Y /otal #cero 1)2Z /otal [g2.55 m 53.45 m 0. 52. 1 [g


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#cero 3)8Z1.73 m 36.23 m 0.56 20.2 [g

/B/#L C#R -#L63.14 [g

Desperdicio de orte 5Y /otal #cero 1)2Z /otal [g2.04 m 42.76 m 0. 42.33 [g

#cero 3)8Z1.77 m 37.17 m 0.56 20.82 [g

/B/#L C#R -#L36.51 [g


#cero 3)8Z1.31 m 27.41 m 0.56 15.35 [g

/B/#L C#R -#L115.17 [g


#cero 3)8Z2.04 m 42.76 m 0.56 23. 4 [g

2 $nd. 48. 0 [g#cero 3)8Z

2.08 m 43.66 m 0.56 24.45 [g

/B/#L C#R -#L63.57 [g


#cero 3)8Z1.53 m 32.07 m 0.56 17. 6 [g

#cero 3)8Z2.08 m 43.66 m 0.56 24.45 [g

/B/#L C#R -#L104.80 [g

Desperdicio de orte 5Y /otal #cero 1)2Z /otal [g

1.02 m 21.38 m 0. 21.16 [g#cero 3)8Z3.56 m 74.82 m 0.56 41. 0 [g


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#cero 3)8Z3.55 m 74.53 m 0.56 41.74 [g

02 $nidades 243.83 [g /B/#L C#R -#L 121. 2 [g

Desperdicio de orte 5Y /otal #cero 5)8Z /otal [g0.70 m 14.74 m 1.55 22.85 [g0. 5 m 1 . 1 m 1.55 30.86 [g0.60 m 12.66 m 1.55 1 .63 [g0.86 m 18.14 m 1.55 28.12 [g0.63 m 13.20 m 1.55 20.46 [g

02 $nidades 138.51 [g /B/#L C#R -#L 6 .25 [g

5.8 m 123.67 m 0.56 6 .25 [g

calculo de acero para cisterna

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