platea de cimentacion.xlsx

DISEÑO DE LA PLATEA DE CIMENTACIÓN

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C( 30.00 tn/m 7.70 tn/m 0.20 tn/m 0.10 tn/m 0.20 tn/m 0.10 tn/m

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C& 21.00 tn 5.54 tn 2.00 tn 0.85 tn 1.41 tn 0.32 tn


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C% 51.0 tn 18.0 tn 1.0 tn/m 0.4 tn/m 0.1 tn/m 0.1 tn/m


C11 14.00 tn 3.72 tn 0.50 tn 0.10 tn 1.14 tn 0.28 tn


37.00 tn 8.80 tn 1.50 tn 0.45 tn 0.10 tn 0.10 tn 14.00 tn 3.72 tn 0.50 tn 0.10 tn 1.14 tn 0.28 tn

C1# 51.0 tn 18.0 tn 1.0 tn 0.4 tn 0.1 tn 0.1 tn


21.00 tn 5.54 tn 2.00 tn 0.85 tn 1.41 tn 0.32 tn


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37.00 tn 8.80 tn 1.50 tn 0.45 tn 0.10 tn 0.10 tn 14.00 tn 3.72 tn 0.50 tn 0.10 tn 1.14 tn 0.28 tn

C1# 51.0 tn 18.0 tn 1.0 tn 0.4 tn 0.1 tn 0.1 tn


21.00 tn 5.54 tn 2.00 tn 0.85 tn 1.41 tn 0.32 tn

K) = 2*(40+d)+2*(30+d) K) = 140+4d Iuala-o tmos: 101966.00 = 1.1*√210*(140+4d)*d dAsumido = 26.20 cm O;o <0 u los 2ma-os = 102238.6337716 102238.6337716 OK 02f2cac23 - la columa lat0al C# n d/2

d/2

m =$)5-?# m=()5K) = 2*(30+d/2)+2*(40+d) K) = 140+3d Pu = 95 95200 Kg 95200 Kg u = 95 %*#)) = 1.1@#1)B1?#B@1()5 1.1@#1)B1?#B@1()5$-B@$-B@-

dAsumido =

2.!0 cm

O;o <0 u los 2ma-os

= 95598 95598.93 .93129 12999 99 OK 02f2cac23 - la columa - su2a C1B:

K 1.62 2.97 3.10 1.75 2.98 4.48 2.85 2.85 4.48 2.98

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1258.45 1258.08 1264.33 1258.42 1255.59 1258.79 1258.79 1255.59 1258.42

0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28

6.19 6.20 6.20 6.20 6.20 6.21 6.20 6.20 6.21 6.20

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6.20 m 6.21 m

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X mB 10.30 7.33 4.35 2.85 1.35 0.00 1.35 2.85 4.35 7.33 10.30 10.30 7.33 4.35 2 85

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4.35 7.33 10.30 10.30 7.33 4.35 2.85 1.35 0.00 1.35 2.85 4.35 7.33 10.30 10.30 7.33 4.35 2.85 1.35 0.00 1.35 2.85 4.35 7.33

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C#) 34.00 tn 8.00 tn 1.50 tn 0.45 tn 0.16 tn 0.10 tn


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C 47.6 tn 13.0 tn 0.9 tn/m 0.2 tn/m 0.2 tn/m 0.1 tn/m


C#$ 25.11 tn 6.00 tn 0.30 tn 0.10 tn 0.15 tn 0.05 tn


C 47.6 tn 13.0 tn 0.9 tn 0.2 tn 0.2 tn 0.1 tn


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 T?m#B 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.297 10.412 10.412 10.412 10 412

02f2cac23 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27 900

O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U

10.624 10.624 10.624 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.720 10.845 10.845 10.845 10.845 10.845 10.845 10.845 10.845 10.845 10.845

27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900 27.900

O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U O"U

& 18.40 tn 5.00 tn 1.96 tn 0.85 tn 1.45 tn 0.32 tn

1 25.11 tn 6.00 tn 0.30 tn 0.10 tn 0.15 tn 0.05 tn

( 34.00 tn 8.00 tn 1.50 tn 0.45 tn 0.16 tn 0.10 tn

(. Ac0o  la /lata : ANAS DE DISEÑO :

ANA 

ANA I

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ANA II

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20.60 20.60 20.60 20.60 9.43 9.43 9.43 9.43 9.43 9.43

1.62 2.97 3.10 1.75 2.98 4.48 2.85 2.85 4.48 2.98

(+K)/2 (+)/2 ('+)/2 (+)/2 (+)/2 (+)/2 (E+)/2 (+)/2 (+-)/2 (K+)/2

 t?m# 10.30 10.53 10.72 10.97 10.63 10.63 10.63 10.63 10.63 10.63

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6$ TB

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61.2 34.26 38.818 66.76 66.76 95.2 55.09 55.09 95.2 66.76

88.74 100.018 101.966 95.2 38.818 101.966 25.924 25.924 101.966 38.818

45.354 20.5 25.924 55.09 34.26 100.018 20.5 20.5 100.018 34.26

45.354 20.5 25.924 55.09 61.2 69.7 45.354 45.354 69.7 61.2

88.74 100.018 101.966 95.2 0.00 0.00 0.00 0.00 0.00 0.00

DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;a I : 57.44

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5359000.00 55.135 11.027 0.9 11.5 5

kg - cm cm Asumiendo 3/4" cm ver norma E.00 - !E cm cm

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14.0215 12.%575 12.%374 12.%371 12.%371

2.042% 1.%733 1.%703 1.%703 1.%703

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DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;a II :

52.71

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%43000.00 55.135 11.027 0.9 29.50 m 5


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3.4%25 33.719 2.3532 2.210% 2.20%1

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DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;a III :

59.26

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3%.9190 35.9912 35.91% 35.9150 35.9149

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DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;a I :

63.79

90.96

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5943000.00 55.135 11.027 0.9 175 5


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4200 k 210 k

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31.%43 29.1% 29.5%59 29.5%31 29.5%30

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0.!6 m

cm; cm; 1+.&+ cm

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0.0031 0.0213 0.001% 0.01

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0.0031

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15.%395 14.533 14.512% 14.5123 14.5123

2.1297 1.9545 1.9513 1.9512 1.9512

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11.02 11.02 7.80 II 7.80 7.97 III 7.97 11.51 I 11.51 8.90  8.90 9.66 I 9.66 8.05 II 8.05 8.05 III 9.66 9.66 IX 9.66 8.90 X 8.90 *.Q 0f2cac23 - la fu04a co0tat  la /lata :

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TamK2 :

1.0 * q´*

L  '$# #" & $# c!tnt# ct$nt#

2

100.00 55.14 210.00 0.85

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=

Ø * 0.53 * f ´c * b * d

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35994.14 kg

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E" d#c ;

0a;a NV

I

II

III

I



I

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35.99

-n

´ t?m#B 11.02 11.02 11.02 11.02 11.02 7.80 7.80 7.80 7.80 7.80 7.97 7.97 7.97 7.97 7.97 11.51 11.51 11.51 11.51 11.51 8.90 8.90

L mB 5.95 3.00 2.70 3.00 5.95 5.95 3.00 2.70 3.00 5.95 5.95 3.00 2.70 3.00 5.95 5.95 3.00 2.70 3.00 5.95 3.23 2.70

u  32. 16. 14. 16. 32. 23. 11. 10. 11. 23. 23. 11. 10. 11. 23. 34. 17. 15. 17. 34. 14. 12.

8.90 9.66 9.66 9.66 8.05 8.05 8.05 8.05

3.50 3.23 2.70 3.50 3.23 2.70 3.50 3.23

15. 15. 13. 16. 13. 10. 14. 13.

8.05 8.05 9.66 9.66 9.66 8.90 8.90 8.90

III

IX

X

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Z  c

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=

10. 14. 15. 13. 16. 14. 12. 15.

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Ca0a ´ t?m#B /0om-. t mo-2f2c. 366.58 11.02 476.28 7.80 509.00 7.97 414.78 11.51 249.67 8.90 407.80 9.66 216.32 8.05 216.32 8.05 407.80 9.66 249.67 8.90

 0.94 1.54 1.53 0.96 1.24 1.11 1.47 1.47 1.11 1.24

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61´ TB 57.44 52.71 59.26 63.79 82.91 105.82 81.14 81.14 105.82 82.91

6#´ TB 83.29 153.89 155.66 90.96 48.21 113.34 38.18 38.18 113.34 48.21

6$´ TB 42.57 31.54 39.58 52.64 42.55 111.17 30.19 30.19 111.17 42.55

6(´ TB 42.57 31.54 39.58 52.64 76.01 77.47 66.80 66.80 77.47 76.01

6*´ TB 83.29 153.89 155.66 90.96 0.00 0.00 0.00 0.00 0.00 0.00

6+´ TB 57.44 52.71 59.26 63.79 0.00 0.00 0.00 0.00 0.00 0.00

42.57

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4200 210 k

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4.223 4.1739 4.172 4.172 4.172

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Asumiendo 3/4"

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Us !N6 cm; cm; #&.'# cm

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4200 210 k

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4200 210 k

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4.0145 3.30% 3.291 3.291 3.291

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TB 78 53 88 53 78 20 70 53 70 20 71 96 76 96 71 23 26 53 26 23 37 01 57 61 05 91 00 87 09 00

87 09 61 05 91 37 01 57

ANA I

ANA II

ANA III

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g/cm2 /cm2

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g/cm2 /cm2

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ANA I

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ANA II

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20.60 20.60 20.60 20.60 9.43 9.43 9.43 9.43 9.43 9.43

1.62 2.97 3.10 1.75 2.98 4.48 2.85 2.85 4.48 2.98

(+K)/2 (+)/2 ('+)/2 (+)/2 (+)/2 (+)/2 (E+)/2 (+)/2 (+-)/2 (K+)/2

 t?m# 10.30 10.53 10.72 10.97 10.63 10.63 10.63 10.63 10.63 10.63

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61 TB

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6$ TB

6( TB

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61.2 34.26 38.818 66.76 66.76 95.2 55.09 55.09 95.2 66.76

88.74 100.018 101.966 95.2 38.818 101.966 25.924 25.924 101.966 38.818

45.354 20.5 25.924 55.09 34.26 100.018 20.5 20.5 100.018 34.26

45.354 20.5 25.924 55.09 61.2 69.7 45.354 45.354 69.7 61.2

88.74 100.018 101.966 95.2 0.00 0.00 0.00 0.00 0.00 0.00

DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;as  ! X: 82.91

48.21

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DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;as I! IX:

105.82

113.34

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B

H

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4= 45c=

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DIAGAMA DE MOMENTO LECTO 1.Q D2so - la 0a;as II! III:

81.14

38.18

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6+ TB 61.2 34.26 38.818 66.76 0.00 0.00 0.00 0.00 0.00 0.00

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 0.94 1.54 1.53 0.96 1.24 1.11 1.47 1.47 1.11 1.24

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61´ TB 57.44 52.71 59.26 63.79 82.91 105.82 81.14 81.14 105.82 82.91

6#´ TB 83.29 153.89 155.66 90.96 48.21 113.34 38.18 38.18 113.34 48.21

6$´ TB 42.57 31.54 39.58 52.64 42.55 111.17 30.19 30.19 111.17 42.55

6(´ TB 42.57 31.54 39.58 52.64 76.01 77.47 66.80 66.80 77.47 76.01

6*´ TB 83.29 153.89 155.66 90.96 0.00 0.00 0.00 0.00 0.00 0.00

6+´ TB 57.44 52.71 59.26 63.79 0.00 0.00 0.00 0.00 0.00 0.00

76.01

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1#.%*

#+.'(

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C+AROS AG3GM3MR Mu= d= =

7= 8= 9=

2051000.00 55.135 11.027 0.9 447.5 5


Asumiendo 3/4"

4= 45c=

#$eraciones

As :cm;<

 :cm<

10.934 9.%927 9.%%7% 9.%%7% 9.%%7%

0.5749 0.5202 0.5199 0.5199 0.5199

&or 'o $an$o(

= 0.#2 As= L.>L As:mi?<= KK.K! USANDO N 6 S=

Us !N6

0.2> m

cm; cm; #&.'# cm

@iccio? d@  cu?i )* )+* )min* )ma,*

66.80

1* cm @K1= ##.%( t?m

0.0004 0.0213 0.001% 0.01

Emi?

Emi?

FEF

0.001%

0.001%

0.0004

1).&'

#$.1'

C+AROS CI 3IÑ3 ÑT Mu= d= =

7= 8= 9=

10%7000.00 55.135 11.027 0.9 2%5 5


Asumiendo 3/4"

4= 45c=

#$eraciones

As :cm;<

 :cm<

5.7952 5.23%4 5.232 5.232 5.232

0.47%4 0.4325 0.4323 0.4323 0.4323

0.K #.2K

cm;

&or 'o $an$o(

= As=

Us !N6

0.2> m

As:mi?<= 2>.2> USANDO N 6 S=

cm; #&.'# cm

@iccio? @iccio? d@  cu?i )* )+* )min* )ma,*

0.0003 0.0213 0.001% 0.01

Emi?

Emi?

FEF

0.001%

0.001%

0.0003

ANA I

ANA II

ANA III

ANA I

4200 kg/cm2 210 kg/cm2

FEF

Em'

0.0004

0.01

o

4200 kg/cm2 210 kg/cm2

FEF

Em'

0.0004

0.01

o

4200 kg/cm2 210 kg/cm2

platea de cimentacion.xlsx

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