Diseño Columnas Con Dinter

8/18/2019 Diseño Columnas Con Dinter

1/36


2/36

96 46.37 0.9 -22.7 4.9 -25.22 5.44 omega 0.19

97 47.076 0.9 -31.5 3.1 -35.00 3.44 'eta 0.65

98 47.782 0.9 -37.3 1.8 -41.44 2.00

99 48.488 0.9 -39.7 1.3 -44.11 1.44 relacio" 0.50

100 49.194 0.9 -42.2 0.7 -46.89 0.78 OK

101 49.9 0.9 -44.6 0.1 -49.56 0.11

102 1000000 0.9 -44.9 0 -49.89 0.00


3/36


4/36

:;mite )$perior s mi" 0.01g 12.50 cm<

216.72 o" 0.00 o".m s max 0.08g 100.00 cm<

216.72 o" 20.57 o".m 25

)olicitaci%" de =ise&o 1.98 1.98 3.96

50

0.00 o" 0.00 o".m 0

56.88 o" 7.77 o".m 1.98 1.98 3.96

0

4.5 cm 1.98 1.98 3.96nes 5.94 0 0 5.94 11.88

afectada por factores de carga

de x última

de # última

oniendo un comortamiento controlado or comresi!n.

de resiste"cia

ise&o. !ome"to "omi"al 'iaxial e" x

ise&o !ome"to "omi"al 'iaxial e" #

"teo i"icial (*aria de 0.55 a 0.70

"teo i"icial

unia&ial

12.5

"iaxial e" x 6.313131313

"iaxial e" #

"o# !"ox

condici!n unia&ial

D36

ci!n $unto P M Descrici!n o" o".m

1 271 0 o

4 180.86 7.86 crec$'rimie"to

2 89.29 10.57 carga 'ala"ceada

5

6

3 0.00 4.89 cerca de !o

res mtodos

ome"to cero

do solo act$a !"x e" la col$m"a se o'tie"e del diagrama de i"teraccio"

do solo act$a !"# e" la col$m"a se o'tie"e del diagrama de i"teraccio"

0 o".m 25.00 o".m 0.00 o".m 5.00 o".m 10.00 o".m 15.00 o".m

-100.00 o"

-50.00 o"

0.00 o"

50.00 o"

100.00 o"

150.00 o"

200.00 o"

250.00 o"

300.00 o"

( M nx M nox

)α

+( M ny M noy

) β

=1.0

M noy≈ M nxbh (

1− β β )+ M ny

Pn≤1

1

Pox

+ 1

Poy

− 1

Po


5/36


6/36


7/36

Mun(Ton-mt) Pn(Ton) ".$ Mun(Ton-mt) recub. Puntos

0.00 270.86 270.86 0.00 270.86 0.00 4.5

1.71 261.29 261.29 1.71 261.29 1.71 4.5

1.71 261.00 261.00 1.71 261.00 1.71 4.5

1.71 260.71 260.71 1.71 260.71 1.71 4.5

1.86 260.43 260.43 1.86 260.43 1.86 4.5

1.86 260.29 260.29 1.86 260.29 1.86 4.5 1.86 260.00 260.00 1.86 260.00 1.86 4.5

1.86 259.71 259.71 1.86 259.71 1.86 4.5

2.00 259.43 259.43 2.00 259.43 2.00 4.5

2.00 259.14 259.14 2.00 259.14 2.00 4.5

2.00 258.86 258.86 2.00 258.86 2.00 4.5

2.00 258.57 258.57 2.00 258.57 2.00 4.5

2.14 258.29 258.29 2.14 258.29 2.14 4.5

2.14 258.00 258.00 2.14 258.00 2.14 4.5

2.14 257.57 257.57 2.14 257.57 2.14 4.5

2.29 257.29 257.29 2.29 257.29 2.29 4.5

2.29 257.00 257.00 2.29 257.00 2.29 4.5

2.43 258.29 258.29 2.43 258.29 2.43 4.5

3.14 255.29 255.29 3.14 255.29 3.14 4.5

3.86 252.29 252.29 3.86 252.29 3.86 4.5

4.43 249.14 249.14 4.43 249.14 4.43 4.5

5.14 246.14 246.14 5.14 246.14 5.14 4.5

5.86 243.00 243.00 5.86 243.00 5.86 4.5

6.43 240.00 240.00 6.43 240.00 6.43 4.5 -4.467 4.467

7.00 236.86 236.86 7.00 236.86 7.00 4.5 -3.761 3.761

7.71 233.86 233.86 7.71 233.86 7.71 4.5 -3.055 3.055

8.29 230.71 230.71 8.29 230.71 8.29 4.5 -2.348 2.348

8.86 227.57 227.57 8.86 227.57 8.86 4.5 -1.642 1.642

9.43 224.43 224.43 9.43 224.43 9.43 4.5 -0.936 0.936

9.86 221.29 221.29 9.86 221.29 9.86 4.5 -0.23 0.23

10.43 218.14 218.14 10.43 218.14 10.43 4.5 0.476 0.476

11.00 215.00 215.00 11.00 215.00 11.00 4.5 1.182 1.182

11.43 211.86 211.86 11.43 211.86 11.43 4.5 1.888 1.888 12.00 208.57 208.57 12.00 208.57 12.00 4.5 2.594 2.594

12.43 205.43 205.43 12.43 205.43 12.43 4.5 3.3 3.3

12.86 202.14 202.14 12.86 202.14 12.86 4.5 4.006 4.006

13.29 199.00 199.00 13.29 199.00 13.29 4.5

13.71 195.71 195.71 13.71 195.71 13.71 4.5

14.14 192.43 192.43 14.14 192.43 14.14 4.5

14.57 189.14 189.14 14.57 189.14 14.57 4.5

15.00 185.71 185.71 15.00 185.71 15.00 4.5

15.29 182.43 182.43 15.29 182.43 15.29 4.5

15.71 179.00 179.00 15.71 179.00 15.71 4.5

16.00 175.71 175.71 16.00 175.71 16.00 4.5

16.43 172.29 172.29 16.43 172.29 16.43 4.5

16.71 168.86 168.86 16.71 168.86 16.71 4.5

17.00 165.29 165.29 17.00 165.29 17.00 4.5 17.29 161.86 161.86 17.29 161.86 17.29 4.5

17.57 158.29 158.29 17.57 158.29 17.57 4.5

17.86 154.71 154.71 17.86 154.71 17.86 4.5

18.14 151.14 151.14 18.14 151.14 18.14 4.5

18.43 147.43 147.43 18.43 147.43 18.43 4.5

18.71 143.86 143.86 18.71 143.86 18.71 4.5

18.86 140.14 140.14 18.86 140.14 18.86 4.5

19.14 136.29 136.29 19.14 136.29 19.14 4.5

19.29 132.43 132.43 19.29 132.43 19.29 4.5

19.57 128.57 128.57 19.57 128.57 19.57 4.5

19.71 124.71 124.71 19.71 124.71 19.71 4.5

20.00 120.71 120.71 20.00 120.71 20.00 4.5

20.14 116.71 116.71 20.14 116.71 20.14 4.5

20.29 112.57 112.57 20.29 112.57 20.29 4.5

20.43 108.43 108.43 20.43 108.43 20.43 4.5

20.57 104.14 104.14 20.57 4.5

20.57 100.57 100.57 20.57 4.5

20.57 97.29 97.29 20.57 4.5

20.43 94.00 94.00 20.43 4.5

20.29 90.57 90.57 20.29 4.5

20.14 87.14 87.14 20.14 4.5

20.00 83.71 83.71 20.00 4.5


8/36

5.44 -25.22 25.22 5.44 4.5

3.44 -35.00 35.00 3.44 4.5

2.00 -41.44 41.44 2.00 4.5

1.44 -44.11 44.11 1.44 4.5

0.78 -46.89 46.89 0.78 4.5

0.11 -49.56 49.56 0.11 4.5


9/36


10/36

&.& Mun(Ton-mt) Pn(Ton)

8mm 0.500 cm

12mm 1.130 cm

3/8 plg 0.710 cm

1/2 plg 1.270 cm

5/8 plg 1.980 cm

3/4 plg 2.850 cm

7/8 plg 3.880 cm

1 plg 5.070 cm

0.033 6.43 240.00

0.739 7.00 236.86

1.445 7.71 233.86

2.152 8.29 230.71

2.858 8.86 227.57

3.564 9.43 224.434.27 9.86 221.29

4.024 10.43 218.14

3.318 11.00 215.00

2.612 11.43 211.86

1.906 12.00 208.57

1.2 12.43 205.43

0.494 12.86 202.14


11/36

12.86 202.14


12/36


13/36

Phi Pu(Ton) Mu(Ton-mt) Pn(Ton)

1 -1000000 0.7 189.6 0 270.86

2 -10 0.7 182.5 0.6 260.71

3 -9.647 0.7 182.4 0.6 260.57

4 -9.295 0.7 182.2 0.6 260.29

5 -8.942 0.7 182 0.6 260.00

6 -8.59 0.7 181.9 0.6 259.86

7 -8.237 0.7 181.7 0.6 259.57

8 -7.885 0.7 181.6 0.6 259.43

9 -7.532 0.7 181.4 0.7 259.14

10 -7.18 0.7 181.2 0.7 258.86

11 -6.827 0.7 181 0.7 258.57

12 -6.475 0.7 180.9 0.7 258.43

13 -6.122 0.7 180.7 0.7 258.14

14 -5.77 0.7 180.5 0.7 257.86

15 -5.417 0.7 180.3 0.7 257.5716 -5.065 0.7 180.1 0.8 257.29

17 -4.712 0.7 179.9 0.8 257.00

18 -4.36 0.7 180.9 0.8 258.43

19 -4.007 0.7 178.8 1.1 255.43

20 -3.655 0.7 176.7 1.3 252.43

21 -3.302 0.7 174.6 1.6 249.43

22 -2.949 0.7 172.5 1.8 246.43

23 -2.597 0.7 170.4 2 243.43

24 -2.244 0.7 168.3 2.2 240.43

25 -1.892 0.7 166.2 2.5 237.4326 -1.539 0.7 164.1 2.7 234.43

27 -1.187 0.7 161.9 2.9 231.29

28 -0.834 0.7 159.8 3.1 228.29

29 -0.482 0.7 157.7 3.3 225.29

30 -0.129 0.7 155.5 3.5 222.14

31 0.223 0.7 153.3 3.6 219.00

32 0.576 0.7 151.2 3.8 216.00

33 0.928 0.7 149 4 212.86

34 1.281 0.7 146.8 4.2 209.71

35 1.633 0.7 144.6 4.3 206.5736 1.986 0.7 142.4 4.5 203.43

37 2.338 0.7 140.2 4.7 200.29

38 2.691 0.7 138 4.8 197.14

39 3.043 0.7 135.7 5 193.86

40 3.396 0.7 133.5 5.1 190.71

41 3.748 0.7 131.2 5.2 187.43

42 4.101 0.7 128.9 5.4 184.14

43 4.454 0.7 126.6 5.5 180.86

44 4.806 0.7 124.3 5.6 177.57

45 5.159 0.7 122 5.7 174.2946 5.511 0.7 119.7 5.9 171.00

47 5.864 0.7 117.3 6 167.57

Punto #.


14/36

48 6.216 0.7 114.9 6.1 164.14

49 6.569 0.7 112.5 6.2 160.71

50 6.921 0.7 110.1 6.3 157.29

51 7.274 0.7 107.7 6.4 153.86

52 7.626 0.7 105.2 6.5 150.29

53 7.979 0.7 102.8 6.6 146.86

54 8.331 0.7 100.2 6.6 143.1455 8.684 0.7 97.7 6.7 139.57

56 9.036 0.7 95.1 6.8 135.86

57 9.389 0.7 92.6 6.9 132.29

58 9.741 0.7 89.9 7 128.43

59 10.094 0.7 87.2 7 124.57

60 10.446 0.7 84.3 7.1 120.43

61 10.799 0.7 81.4 7.1 116.29

62 11.152 0.7 78.4 7.2 112.00

63 11.504 0.7 75.4 7.2 107.71

64 11.857 0.7 72.2 7.3 103.1465 12.209 0.7 69.1 7.3 98.71

66 12.562 0.7 65.8 7.3 94.00

67 12.914 0.7 62.5 7.4 89.29

68 13.267 0.7 60.2 7.3 86.00

69 13.619 0.7 58.1 7.2 83.00

70 13.972 0.7 55.9 7.2 79.86

71 14.324 0.7 53.7 7.1 76.71

72 14.677 0.7 51.4 7 73.43

73 15.029 0.7 49.2 6.9 70.29

74 15.382 0.7 46.9 6.8 67.00

75 15.734 0.7 44.6 6.6 63.71

76 16.087 0.7 42.2 6.5 60.29

77 16.439 0.7 39.8 6.4 56.86

78 16.792 0.7 37.4 6.2 53.43

79 17.144 0.7 34.9 6.1 49.86

80 17.497 0.7 32.4 5.9 46.29

81 17.849 0.7 29.8 5.7 42.57

82 18.202 0.7 27.1 5.5 38.71

83 18.555 0.7 24.3 5.3 34.71

84 18.907 0.7 21.4 5.1 30.57

85 19.26 0.7 18.4 4.9 26.29

86 19.612 0.73 16 4.9 21.92

87 19.965 0.77 13.1 4.8 17.01

88 20.317 0.81 9.7 4.7 11.98

89 20.67 0.85 5.5 4.6 6.47

90 21.022 0.9 0.5 4.4 0.56

91 21.375 0.9 -5.4 3.9 -6.00

92 21.727 0.9 -12.1 3.3 -13.44

93 22.08 0.9 -19.9 2.7 -22.11

94 22.432 0.9 -27.4 2 -30.44

95 22.785 0.9 -29.8 1.7 -33.11


15/36

96 23.137 0.9 -32.2 1.5 -35.78

97 23.49 0.9 -34.6 1.2 -38.44

98 23.842 0.9 -37 0.9 -41.11

99 24.195 0.9 -39.4 0.7 -43.78

100 24.547 0.9 -41.8 0.4 -46.44

101 24.9 0.9 -44.2 0.1 -49.11

102 1000000 0.9 -44.9 0 -49.89


16/36

Mun(Ton-mt) b= 15 cm

0.00 h= 40 cm

0.86 Ag= *00 cm2

0.86 As Total= 11.88 cm2

0.86 rho= 0.0095

0.86 f'c = 210 kg/cm2

0.86 f'y = 4200 kg/cm2

0.86 Po = 154.88 Ton Recubrimiento=

0.86 Solicitaci

1.00 Pu = 36.97 Ton Carga axial última (

1.00 Mux = 1.00 Ton.m !ome"to alrededor

1.00 Muy = 4.78 Ton.m !ome"to alrededor

1.00 1. Determinar la resistencia nominal requerida, s

1.00 " # 0.65 factor de red$cci%"

1.00 $n # 56.88 Ton Carga de dise&o

1.00 %n& # 1.54 Ton.m !ome"to e" x de d1.14 %n' # 7.35 Ton.m !ome"to e" # de d

1.14 2. (sumir )eta#0.*5

1.14 'eta 0.65 )$gerido para $" ta

1.57 alfa 1.00 )$gerido para $" ta

1.86 +. Determinar un momento resistente equialent

2.29 +el)ecc 2.67 sec,'sec,

2.57 +el!om 4.78 !"#!"x

2.86 !"ox 12.10 /g-cm !ome"to "omi"al

3.14 !"o# 7.66 /g-cm !ome"to "omi"al

3.57 !"o 7.66 /g-cm (si !"#!"x'3.86 4. Determinar el re-uero requerido ara $n, %n

4.14

4.43

4.71

5.00

5.14

5.43

5.71

6.00

6.146.43

6.71

6.86

7.14

7.29

7.43

7.71

7.86

8.00

8.148.43

8.57 0.00 o".m 2.00 o".m 4.00 o".m 6.0.00 o"

50.00 o"

100.00 o"

150.00 o"

200.00 o"

250.00 o"

300.00 o"


17/36

8.71

8.86

9.00

9.14

9.29

9.43

9.439.57

9.71

9.86

10.00

10.00

10.14

10.14

10.29

10.29

10.4310.43

10.43

10.57

10.43

10.29

10.29

10.14

10.00

9.86

9.71

9.43

9.29

9.14

8.86

8.71

8.43

8.14

7.86

7.57

7.29

7.00

6.71

6.23

5.80

5.41

4.89

4.33

3.67

3.00

2.22

1.89

-100.00 o"

-50.00 o"


18/36


19/36

:;mite )$perior s mi" 0.01g 6.00 cm<

123.90 o" 0.00 o".m s max 0.08g 48.00 cm<

123.90 o" 10.57 o".m 25

)olicitaci%" de =ise&o 1.98 0 0

0.00 o" 0.00 o".m 0

56.88 o" 7.66 o".m 1.98

0

4.5 cm 1.98 0 0

nes 5.94 0 0

afectada por factores de carga

de x última

de # última

uoniendo un comortamiento controlado or comresi!n.

de resiste"cia

ise&o. !ome"to "omi"al 'iaxial e" xise&o !ome"to "omi"al 'iaxial e" #

"teo i"icial (*aria de 0.55 a 0.70

"teo i"icial

unia&ial

"iaxial e" x

"iaxial e" #

"o# !"oxcondici!n unia&ial

$unto

14

2

5

6

3

.00 o".m 8.00 o".m 10.00 o".m 12.00 o".m

( M nx M nox

)α

+( M noy≈ M nx

b

h


20/36


21/36


22/36

1.98 3.96

50

0 0

1.98 3.96

0 0

1.98 3.96

5.94 11.88

P MDescrici!n

o" o".m

271 0 o180.86 7.86 crec$'rimie"to

89.29 10.57 carga 'ala"ceada

0.00 4.89 cerca de !o

M nx

nox )α

+( M ny M noy

) β

=1.0

noy≈ M nxb

h

(

1− β

β

)+ M ny


23/36


24/36


25/36

Mun(Ton-mt) Pn(Ton)

0.00 270.86

0.86 260.71

0.86 260.57

0.86 260.29

0.86 260.00

0.86 259.86

0.86 259.57

0.86 259.43

1.00 259.14

1.00 258.86

1.00 258.57

1.00 258.43

1.00 258.14

1.00 257.86

1.00 257.571.14 257.29

1.14 257.00

1.14 258.43

1.57 255.43

1.86 252.43

2.29 249.43

2.57 246.43

2.86 243.43

3.14 240.43

3.57 237.433.86 234.43

4.14 231.29

4.43 228.29

4.71 225.29

5.00 222.14

5.14 219.00

5.43 216.00

5.71 212.86

6.00 209.71

6.14 206.576.43 203.43

6.71 200.29

6.86 197.14

7.14 193.86

7.29 190.71

7.43 187.43

7.71 184.14

7.86 180.86

8.00 177.57

8.14 174.298.43 171.00

8.57 167.57


26/36

8.71 164.14

8.86 160.71

9.00 157.29

9.14 153.86

9.29 150.29

9.43 146.86

9.43 143.149.57 139.57

9.71 135.86

9.86 132.29

10.00 128.43

10.00 124.57

10.14 120.43

10.14 116.29

10.29 112.00

10.29 107.71

10.43 103.1410.43 98.71

10.43 94.00

10.57 89.29

10.43 86.00

10.29 83.00

10.29 79.86

10.14 76.71

10.00 73.43

9.86 70.29

9.71 67.00

9.43 63.71

9.29 60.29

9.14 56.86

8.86 53.43

8.71 49.86

8.43 46.29

8.14 42.57

7.86 38.71

7.57 34.71

7.29 30.57

7.00 26.29

6.71 21.92

6.23 17.01

5.80 11.98

5.41 6.47

4.89 0.56

4.33 -6.00

3.67 -13.44

3.00 -22.11

2.22 -30.44

1.89 -33.11


27/36

1.67 -35.78

1.33 -38.44

1.00 -41.11

0.78 -43.78

0.44 -46.44

0.11 -49.11


28/36

&.$ Mun(Ton-mt) recub. Puntos

270.86 0.00 270.86 0.00 4.5

260.71 0.86 260.71 0.86 4.5

260.57 0.86 260.57 0.86 4.5

260.29 0.86 260.29 0.86 4.5

260.00 0.86 260.00 0.86 4.5

259.86 0.86 259.86 0.86 4.5

259.57 0.86 259.57 0.86 4.5

259.43 0.86 259.43 0.86 4.5

259.14 1.00 259.14 1.00 4.5

258.86 1.00 258.86 1.00 4.5

258.57 1.00 258.57 1.00 4.5

258.43 1.00 258.43 1.00 4.5

258.14 1.00 258.14 1.00 4.5

257.86 1.00 257.86 1.00 4.5

257.57 1.00 257.57 1.00 4.5257.29 1.14 257.29 1.14 4.5

257.00 1.14 257.00 1.14 4.5

258.43 1.14 258.43 1.14 4.5 -4.36

255.43 1.57 255.43 1.57 4.5 -4.007

252.43 1.86 252.43 1.86 4.5 -3.655

249.43 2.29 249.43 2.29 4.5 -3.302

246.43 2.57 246.43 2.57 4.5 -2.949

243.43 2.86 243.43 2.86 4.5 -2.597

240.43 3.14 240.43 3.14 4.5 -2.244

237.43 3.57 237.43 3.57 4.5 -1.892234.43 3.86 234.43 3.86 4.5 -1.539

231.29 4.14 231.29 4.14 4.5 -1.187

228.29 4.43 228.29 4.43 4.5 -0.834

225.29 4.71 225.29 4.71 4.5 -0.482

222.14 5.00 222.14 5.00 4.5 -0.129

219.00 5.14 219.00 5.14 4.5 0.223

216.00 5.43 216.00 5.43 4.5 0.576

212.86 5.71 212.86 5.71 4.5 0.928

209.71 6.00 209.71 6.00 4.5 1.281

206.57 6.14 206.57 6.14 4.5 1.633203.43 6.43 203.43 6.43 4.5 1.986

200.29 6.71 200.29 6.71 4.5 2.338

197.14 6.86 197.14 6.86 4.5 2.691

193.86 7.14 193.86 7.14 4.5 3.043

190.71 7.29 190.71 7.29 4.5 3.396

187.43 7.43 187.43 7.43 4.5 3.748

184.14 7.71 184.14 7.71 4.5 4.101

180.86 7.86 180.86 7.86 4.5 4.454

177.57 8.00 177.57 8.00 4.5

174.29 8.14 174.29 8.14 4.5171.00 8.43 171.00 8.43 4.5

167.57 8.57 167.57 8.57 4.5


29/36

164.14 8.71 164.14 8.71 4.5

160.71 8.86 160.71 8.86 4.5

157.29 9.00 157.29 9.00 4.5

153.86 9.14 153.86 9.14 4.5

150.29 9.29 150.29 9.29 4.5

146.86 9.43 146.86 9.43 4.5

143.14 9.43 143.14 9.43 4.5139.57 9.57 139.57 9.57 4.5

135.86 9.71 135.86 9.71 4.5

132.29 9.86 132.29 9.86 4.5

128.43 10.00 128.43 10.00 4.5

124.57 10.00 124.57 10.00 4.5

120.43 10.14 120.43 10.14 4.5

116.29 10.14 116.29 10.14 4.5

112.00 10.29 112.00 10.29 4.5

107.71 10.29 107.71 10.29 4.5

103.14 10.43 103.14 10.43 4.598.71 10.43 98.71 10.43 4.5

94.00 10.43 94.00 10.43 4.5

89.29 10.57 4.5

86.00 10.43 4.5

83.00 10.29 4.5

79.86 10.29 4.5

76.71 10.14 4.5

73.43 10.00 4.5

70.29 9.86 4.5

67.00 9.71 4.5

63.71 9.43 4.5

60.29 9.29 4.5

56.86 9.14 4.5

53.43 8.86 4.5

49.86 8.71 4.5

46.29 8.43 4.5

42.57 8.14 4.5

38.71 7.86 4.5

34.71 7.57 4.5

30.57 7.29 4.5

26.29 7.00 4.5

21.92 6.71 4.5

17.01 6.23 4.5

11.98 5.80 4.5

6.47 5.41 4.5

0.56 4.89 4.5

6.00 4.33 4.5

13.44 3.67 4.5

22.11 3.00 4.5

30.44 2.22 4.5

33.11 1.89 4.5


30/36

35.78 1.67 4.5

38.44 1.33 4.5

41.11 1.00 4.5

43.78 0.78 4.5

46.44 0.44 4.5

49.11 0.11 4.5


31/36

%iferencia &.&$ Mun(Ton-mt)

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.54.5

4.5

4.36 4.5 0.14 -0.14 0.14 1.14

4.007 4.5 0.493 -0.493 0.493 1.57

3.655 4.5 0.845 -0.845 0.845 1.86

3.302 4.5 1.198 -1.198 1.198 2.29

2.949 4.5 1.551 -1.551 1.551 2.57

2.597 4.5 1.903 -1.903 1.903 2.86

2.244 4.5 2.256 -2.256 2.256 3.14

1.892 4.5 2.608 -2.608 2.608 3.571.539 4.5 2.961 -2.961 2.961 3.86

1.187 4.5 3.313 -3.313 3.313 4.14

0.834 4.5 3.666 -3.666 3.666 4.43

0.482 4.5 4.018 -4.018 4.018 4.71

0.129 4.5 4.371 -4.371 4.371 5.00

0.223 4.5 4.277 -4.277 4.277 5.14

0.576 4.5 3.924 -3.924 3.924 5.43

0.928 4.5 3.572 -3.572 3.572 5.71

1.281 4.5 3.219 -3.219 3.219 6.00

1.633 4.5 2.867 -2.867 2.867 6.141.986 4.5 2.514 -2.514 2.514 6.43

2.338 4.5 2.162 -2.162 2.162 6.71

2.691 4.5 1.809 -1.809 1.809 6.86

3.043 4.5 1.457 -1.457 1.457 7.14

3.396 4.5 1.104 -1.104 1.104 7.29

3.748 4.5 0.752 -0.752 0.752 7.43

4.101 4.5 0.399 -0.399 0.399 7.71

4.454 4.5 0.046 -0.046 0.046 7.86

4.5

4.54.5

4.5


32/36

4.5

4.5

4.5

4.5

4.5

4.5

4.54.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.54.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5

4.5


33/36

4.5

4.5

4.5

4.5

4.5

4.5

7.86


34/36

Pn(Ton)

258.43

255.43

252.43

249.43

246.43

243.43

240.43

237.43234.43

231.29

228.29

225.29

222.14

219.00

216.00

212.86

209.71

206.57203.43

200.29

197.14

193.86

190.71

187.43

184.14

180.86


35/36


36/36

180.86

Diseño Columnas Con Dinter

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