fundaciones equipos verticales

22
Proyecto: Estructura: Diseñado: Fecha: DISEÑO DE PLANCHAS BASE Referencias:

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Page 1: Fundaciones Equipos Verticales

Proyecto:

Estructura:

Diseñado:

Fecha:

DISEÑO DE PLANCHAS BASE

Referencias:

Page 2: Fundaciones Equipos Verticales

Proyecto:

Estructura:

Diseñado:

Fecha:

DISEÑO DE PLANCHAS BASE

Referencias:

3

Page 3: Fundaciones Equipos Verticales

Dimensiones (mm)Perfil Peso

cm2 Kg/m

d bf tw tf r K

1 IPE-80 80 46 3.80 5.20 5 10.20 7.64 6.00

2 IPE-100 100 55 4.10 5.70 7 12.70 10.30 8.10

3 IPE-120 120 64 4.40 6.30 7 13.30 13.20 10.40

4 IPE-140 140 73 4.70 6.90 7 13.90 16.40 12.90

5 IPE-160 160 82 5.00 7.40 9 16.40 20.10 15.80

6 IPE-180 180 91 5.30 8.00 9 17.00 23.90 18.80

7 IPE-200 200 100 5.60 8.50 12 20.50 28.50 22.40

8 IPE-220 220 110 5.90 9.20 12 21.20 33.40 26.20

9 IPE-240 240 120 6.20 9.80 15 24.80 39.10 30.70

10 IPE-270 270 135 6.60 10.20 15 25.20 45.90 36.10

11 IPE-300 300 150 7.10 10.70 15 25.70 53.80 42.20

12 IPE-330 330 160 7.50 11.50 18 29.50 62.60 49.10

13 IPE-360 360 170 8.00 12.70 18 30.70 72.70 57.10

14 IPE-400 400 180 8.60 13.50 21 34.50 84.50 66.30

15 450 190 9.40 14.60 21 35.60 98.80 77.60

16 IPE-500 500 200 10.20 16.00 21 37.00 116.00 90.70

17 IPE-550 550 210 11.10 17.20 24 41.20 134.00 106.00

18 IPE-600 600 220 12.00 19.00 24 43.00 156.00 122.00

19 HEA-100 96 100 5.00 8.00 12 20.00 21.20 16.70

20 HEA-120 114 120 5.00 8.00 12 20.00 25.30 19.90

21 HEA-140 133 140 5.50 8.50 12 20.50 31.40 27.70

22 HEA-160 152 160 6.00 9.00 15 24.00 38.80 30.40

23 HEA-180 171 180 6.00 9.50 15 24.50 45.30 35.50

24 HEA-200 190 200 6.50 10.00 18 28.00 53.80 42.30

25 HEA-220 210 220 7.00 11.00 18 29.00 64.30 50.50

26 HEA-240 230 240 7.50 12.00 21 33.00 76.80 60.30

27 HEA-260 250 260 7.50 12.50 24 36.50 86.80 68.20

28 HEA-280 270 280 8.00 13.00 24 37.00 97.30 76.40

 Área

IPE-450 

Page 4: Fundaciones Equipos Verticales

29 HEA-300 290 300 8.50 14.00 27 41.00 113.00 88.30

30 HEA-320 310 300 9.00 15.50 27 42.50 124.00 97.60

31 HEA-340 330 300 9.50 16.50 27 43.50 133.00 105.00

32 HEA-360 350 300 10.00 17.50 27 44.50 143.00 112.00

33 HEA-400 390 300 11.00 19.00 27 46.00 159.00 125.00

34 HEA-450 440 300 11.50 21.00 27 48.00 178.00 140.00

35 HEA-500 490 300 12.00 23.00 27 50.00 198.00 155.00

36 HEA-550 540 300 12.50 24.00 27 51.00 212.00 166.00

37 HEA-600 590 300 13.00 25.00 27 52.00 226.00 178.00

38 HEA-650 640 300 13.50 26.00 27 53.00 242.00 190.00

39 HEA-700 690 300 14.50 27.00 27 54.00 260.00 204.00

40 HEA-800 790 300 15.00 28.00 30 58.00 286.00 224.00

41 HEA-900 890 300 16.00 30.00 30 60.00 321.00 252.00

42 990 300 16.50 31.00 30 61.00 347.00 272.00

43 HEB-100 100 100 6.00 10.00 12 22.00 26.00 20.40

44 HEB-120 120 120 6.50 11.00 12 23.00 34.00 26.70

45 HEB-140 140 140 7.00 12.00 12 24.00 43.00 33.70

46 HEB-160 160 160 8.00 13.00 15 28.00 54.30 42.60

47 HEB-180 180 180 8.50 14.00 15 29.00 65.30 51.20

48 HEB-200 200 200 9.00 15.00 18 33.00 78.10 61.30

49 HEB-220 220 220 9.50 16.00 18 34.00 91.00 71.50

50 HEB-240 240 240 10.00 17.00 21 38.00 106.00 83.20

51 HEB-260 260 260 10.00 17.50 24 41.50 118.00 93.00

52 HEB-280 280 280 10.50 18.00 24 42.00 131.00 103.00

53 HEB-300 300 300 11.00 19.00 27 46.00 149.00 117.00

54 HEB-320 320 300 11.50 20.50 27 47.50 161.00 127.00

55 HEB-340 340 300 12.00 21.50 27 48.50 171.00 134.00

56 HEB-360 360 300 12.50 22.50 27 49.50 181.00 142.00

57 HEB-400 400 300 13.50 24.00 27 51.00 198.00 155.00

58 HEB-450 450 300 14.00 26.00 27 53.00 218.00 171.00

59 HEB-500 500 300 14.50 28.00 27 55.00 239.00 187.00

60 HEB-550 550 300 15.00 29.00 27 56.00 254.00 199.00

61 HEB-600 600 300 15.50 30.00 27 57.00 270.00 212.00

62 HEB-650 650 300 16.00 31.00 27 58.00 286.00 225.00

HEA-1000

Page 5: Fundaciones Equipos Verticales

63 HEB-700 700 300 17.00 32.00 27 59.00 306.00 241.00

64 HEB-800 800 300 17.50 33.00 30 63.00 334.00 262.00

65 HEB-900 900 300 18.50 35.00 30 65.00 371.00 291.00

66 1000 300 19.00 36.00 30 66.00 400.00 314.00

67 VP-120 120 100 3.00 4.50 0 4.50 12.30 9.70

68 VP-140 140 100 3.00 6.00 0 6.00 15.80 12.40

69 VP-160 160 100 6.00 6.00 0 6.00 20.90 16.40

70 VP-180 180 125 4.50 6.00 0 6.00 22.60 17.70

71 VP-200 200 125 4.50 9.00 0 9.00 30.70 24.10

72 VP-250 250 150 4.50 9.00 0 9.00 37.40 29.40

73 VP-300 300 150 6.00 12.00 0 12.00 52.60 41.30

74 VP-350 350 175 6.00 12.00 0 12.00 61.60 48.30

75 VP-400 400 200 6.00 12.00 0 12.00 70.60 55.40

76 VP-420 420 200 9.00 12.00 0 12.00 83.60 65.70

77 CP-140 140 140 6.00 9.00 0 9.00 32.50 25.50

78 CP-160 160 160 6.00 9.00 0 9.00 37.30 29.30

79 CP-180 180 180 6.00 9.00 0 9.00 42.10 33.10

80 CP-200 200 200 9.00 12.00 0 12.00 63.80 50.10

81 CP-220 220 220 9.00 12.00 0 12.00 70.40 55.30

82 CP-240 240 240 9.00 12.00 0 12.00 77.00 60.40

83 CP-260 260 260 9.00 12.00 0 12.00 83.60 65.70

84 IPN-80 80 42 4.20 5.90 3.9 9.80

85 IPN-100 100 50 4.50 6.80 4.5 11.30 10.60 8.34

86 IPN-120 120 58 5.10 7.70 5.1 12.80 14.20 11.10

87 IPN-140 140 66 5.70 8.60 5.7 14.30 18.20 14.30

107 UPN 80 80 45 6.00 8.00 - 15.00 11.00 8.65

108 UPN 100 100 50 6.00 8.50 - 16.00 13.50 10.60

109 UPN 120 120 55 7.00 9.00 - 17.00 17.00 13.30

110 UPN 140 140 60 7.00 10.00 - 19.00 20.40 16.00

111 UPN 160 160 65 7.50 10.50 - 20.00 24.00 18.90

112 UPN 180 180 70 8.00 11.00 - 21.00 28.00 22.00

113 UPN 200 200 75 8.50 11.50 - 22.00 32.20 25.30

114 UPN 220 220 80 9.00 12.50 - 23.00 37.40 29.40

115 UPN 240 240 85 9.50 13.00 - 24.00 42.30 33.20

HEB-1000

 7.77  6.10

Page 6: Fundaciones Equipos Verticales

116 UPN 260 260 90 10.00 14.00 - 26.00 48.30 37.90

117 UPN 280 280 95 10.00 15.00 - 28.00 53.40 41.90

118 UPN 300 300 100 10.00 16.00 - 30.00 58.80 46.10

Page 7: Fundaciones Equipos Verticales

Momento Modulo Radio de Momento Modulo Radio de

Constantes Torsiónde de giro de de giro

Inercia Sección X Inercia Sección YJ

Ix Sx rx Iy Sy ry Cw

cm4 cm3 cm4 cm3 cm4 cm6

80.10 20.00 3.24 8.48 3.69 1.05 0.67 118

171.00 34.20 4.07 15.90 5.78 1.24 1.16 351

318.00 53.00 4.90 27.60 8.64 1.45 1.69 890

541.00 77.30 5.74 44.90 12.30 1.65 2.40 1980

869.00 109.00 6.58 68.20 16.60 1.84 3.54 3960

1320.00 146.00 7.42 101.00 22.10 2.05 4.73 7430

1940.00 194.00 8.26 142.00 28.40 2.23 6.92 13000

2770.00 252.00 9.11 205.00 37.20 2.48 9.03 22700

3890.00 324.00 9.97 283.00 47.20 2.69 13.00 37400

5790.00 429.00 11.20 419.00 62.10 3.02 15.90 70600

8360.00 557.00 12.50 603.00 80.40 3.35 19.90 126000

11800.00 713.00 13.70 787.00 98.40 3.55 28.10 199000

16300.00 904.00 15.00 1040.00 123.00 3.79 37.40 314000

23100.00 1160.00 16.50 1320.00 146.00 3.95 51.30 490000

33700.00 1500.00 18.50 1670.00 176.00 4.12 66.70 791000

48200.00 1930.00 20.40 2140.00 214.00 4.30 89.10 1250000

67100.00 2440.00 22.30 2660.00 254.00 4.45 123.00 1880000

92100.00 3070.00 24.30 3380.00 308.00 4.66 165.00 2850000

349.00 72.70 4.05 134.00 26.70 2.51 5.28 2580

606.00 106.00 4.89 231.00 38.40 3.02 6.04 6470

1030.00 155.00 5.73 389.00 55.60 3.52 8.10 15100

1670.00 220.00 6.57 615.00 76.90 3.98 12.10 31400

2510.00 294.00 7.45 924.00 103.00 4.52 14.90 60200

3690.00 389.00 8.28 1330.00 133.00 4.98 21.00 108000

5410.00 515.00 9.17 1950.00 178.00 5.51 28.60 193000

7760.00 675.00 10.10 2770.00 231.00 6.00 42.10 328000

10500.00 836.00 11.00 3660.00 282.00 6.50 54.20 516000

13700.00 1010.00 11.90 4760.00 340.00 7.00 63.50 785000

cm cm

Page 8: Fundaciones Equipos Verticales

18300.00 1260.00 12.70 6310.00 420.00 7.49 87.80 1200000

22900.00 1480.00 13.60 6980.00 465.00 7.49 112.00 1510000

27700.00 1680.00 14.40 7430.00 495.00 7.46 131.00 1820000

33100.00 1890.00 15.20 7880.00 525.00 7.43 153.00 2180000

45100.00 2310.00 16.80 8560.00 571.00 7.34 193.00 2940000

63700.00 2900.00 18.90 9460.00 631.00 7.29 250.00 4150000

87000.00 3550.00 21.00 10400.00 691.00 7.24 318.00 5640000

112000.00 4150.00 23.00 10800.00 721.00 7.15 360.00 7190000

141000.00 4790.00 25.00 11300.00 751.00 7.05 407.00 8980000

175000.00 5470.00 26.90 11700.00 781.00 6.96 458.00 11000000

215000.00 6240.00 28.70 12200.00 6.84 522.00 13400000

303000.00 7680.00 32.60 12600.00 6.65 609.00 18300000

422000.00 9480.00 36.30 13500.00 6.50 749.00 25000000

554000.00 11200.00 40.00 14000.00 6.35 835.00 32100000

449.00 89.90 4.15 167.00 2.53 9.33 3380

864.00 144.00 5.04 317.00 52.90 3.05 13.90 9410

1510.00 216.00 5.93 549.00 78.50 3.58 20.20 22500

2490.00 311.00 6.78 889.00 111.00 4.05 31.30 47900

3830.00 426.00 7.66 1360.00 151.00 4.57 42.20 93700

5700.00 570.00 8.54 2000.00 200.00 5.06 59.70 171000

8090.00 736.00 9.43 2840.00 258.00 5.59 77.00 295000

11300.00 938.00 10.30 3920.00 327.00 6.08 104.00 487000

14900.00 1150.00 11.20 5130.00 395.00 6.58 127.00 754000

19300.00 1380.00 12.10 6590.00 471.00 7.08 146.00 1130000

25200.00 1680.00 13.00 8560.00 571.00 7.58 189.00 1690000

30800.00 1930.00 13.80 9230.00 616.00 7.57 230.00 2070000

36700.00 2160.00 14.60 9680.00 646.00 7.53 263.00 2450000

43200.00 2400.00 15.50 10100.00 676.00 7.49 298.00 2880000

57700.00 2880.00 17.10 10800.00 721.00 7.39 361.00 3820000

79900.00 3550.00 19.10 11700.00 781.00 7.33 448.00 5260000

107000.00 4290.00 21.20 12600.00 841.00 7.27 548.00 7020000

137000.00 4970.00 23.20 13100.00 871.00 7.17 610.00 8860000

171000.00 5700.00 25.20 13500.00 902.00 7.08 677.00 11000000

211000.00 6480.00 27.10 14000.00 932.00 6.99 749.00 13400000

812.0 

842.0 

903.0 

933.0 

 33.4

Page 9: Fundaciones Equipos Verticales

257000.00 7340.00 29.00 14400.00 962.00 6.86 839.00 16100000

359000.00 8980.00 32.80 14900.00 993.00 6.68 959.00 21800000

494000.00 11000.00 36.50 15800.00 1050.00 6.52 1150.00 295000000

645000.00 12900.00 40.10 16300.00 1080.00 6.38 1270.00 376000000

335.00 55.70 5.21 75.00 15,0 2.47 0.70 2500

592.00 84.50 6.11 100.00 20,0 2.51 1.52 4490

874.00 109.00 6.47 100.00 20,0 2.19 2.52 5930

1310.00 146.00 7.43 195.00 31,3 2.94 2.29 14800

2280.00 228.00 8.62 293.00 46,9 3.09 6.44 26700

4390.00 351.00 10.80 506.00 67,5 3.68 7.80 73500

8520.00 568.00 12.70 676.00 90,1 3.58 18.70 140000

13700.00 785.00 14.90 1070.00 123.00 4.17 21.90 306000

20700.00 1040.00 17.10 1600.00 160.00 4.76 25.10 602000

24600.00 1170.00 17.20 1600.00 160.00 4.38 32.40 666000

1170.00 168.00 6.00 412.00 58,8 3.56 7.55 17700

1790.00 223.00 6.92 615.00 76,8 4.06 8.67 35000

2580.00 287.00 7.83 875.00 97,2 4.56 9.78 64000

4660.00 466.00 8.54 1600.00 160.00 5.01 27.00 141000

6280.00 571.00 9.44 2130.00 194.00 5.50 29.80 230000

8250.00 687.00 10.40 2770.00 231.00 6.00 32.60 359000

10600.00 815.00 11.30 3520.00 271.00 6.48 35.40 540000

78.40 19.60 3.18 6.29 0.90 0.77 86

170.00 34.10 4.00 12.10 4.86 1.07 1.50 263

327.00 54.50 4.80 21.40 7.38 1.23 2.55 673

572.00 81.80 5.60 35.10 10.60 1.39 4.07 1510

106.00 26.50 3.10 19.40 6.35 1.33 2.13 183

205.00 41.10 3.91 29.10 8.45 1.47 2.79 440

364.00 60.70 4.63 43.10 11.10 1.59 4.09 957

605.00 86.40 5.45 62.50 14.70 1.75 5.65 1900

925.00 116.00 6.21 85.00 18.20 1.88 7.35 3420

1350.00 150.00 6.96 113.00 22.40 2.01 9.41 5840

1910.00 191.00 7.71 148.00 26.90 2.14 11.90 9450

2690.00 245.00 8.48 196.00 33.50 2.29 16.00 15200

3600.00 300.00 9.22 247.00 39.50 2.42 19.60 23000

 2.99

Page 10: Fundaciones Equipos Verticales

4820.00 371.00 10.00 317.00 47.80 2.56 25.50 34600

6280.00 448.00 10.80 398.00 57.10 2.73 31.00 50300

8030.00 535.00 11.70 493.00 67.60 2.90 37.50 71500

Page 11: Fundaciones Equipos Verticales

Módulos Plasticos

Zx Zy

cm3 cm3

23.00 6.00

40.00 9.57

61.00 14.10

89.00 19.80

124.00 27.20

167.00 35.90

221.00 47.00

286.00 60.80

368.00 78.50

486.00 102.00

630.00 131.00

807.00 163.00

1020.00 201.00

1310.00 243.00

1710.00 291.00

2200.00 351.00

2790.00 421.00

3520.00 507.00

84.00 43.60

120.00 61.90

174.00 88.50

247.00 124.00

326.00 164.00

432.00 216.00

571.00 284.00

749.00 371.00

926.00 458.00

1120.00 548.00

Page 12: Fundaciones Equipos Verticales

1390.00 682.00

1640.00 750.00

1860.00 796.00

2100.00 842.00

2570.00 913.00

3230.00 1010.00

3960.00 1100.00

4630.00 1150.00

5360.00 1190.00

6150.00 1240.00

7040.00 1300.00

8720.00 1360.00

10800.00 1460.00

12800.00 1520.00

105.00 53.80

166.00 83.90

246.00 123.00

356.00 176.00

483.00 238.00

646.00 317.00

830.00 407.00

1060.00 517.00

1290.00 629.00

1540.00 747.00

1880.00 910.00

2160.00 979.00

2420.00 1030.00

2690.00 1070.00

3240.00 1140.00

3990.00 1240.00

4830.00 1330.00

5600.00 1380.00

6440.00 1430.00

7330.00 1480.00

Page 13: Fundaciones Equipos Verticales

8340.00 1530.00

10200.00 1600.00

12600.00 1700.00

14900.00 1760.00

61.20 22.70

92.70 30.30

125.00 31.30

162.00 47.70

252.00 71.20

386.00 102.00

633.00 138.00

869.00 187.00

1140.00 243.00

1330.00 248.00

187.00 89.30

248.00 117.00

316.00 147.00

521.00 244.00

636.00 294.00

762.00 350.00

900.00 410.00

22.00 4.68

39.40 8.19

63.10 12.50

94.50 18.00

- -

- -

- -

- -

- -

- -

- -

- -

- -

Page 14: Fundaciones Equipos Verticales

- -

- -

- -

Page 15: Fundaciones Equipos Verticales

Perfil k Área (cm2) I (cm4) S (cm3) r (cm) X = Y

1 L 20x20x3 7 0.88 1.12 0.39 0.28 0.59 0.60

2 L 25x25x3 7 1.11 1.42 0.80 0.45 0.75 0.72

3 L 30x30x3 8 1.36 1.74 1.40 0.65 0.90 0.84

4 L 35x35x4 9 2.09 2.67 1.18 1.05 1.05 1.00

5 L 35x35x6 11 3.04 3.87 4.13 1.71 1.03 1.08

6 L 40x40x4 10 2.42 3.08 4.47 1.55 1.21 1.12

7 L 40x40x6 12 3.52 4.48 6.31 2.26 1.19 1.20

8 L 50x50x4 11 3.06 3.89 8.97 2.46 1.52 1.36

9 L 50x50x5 12 3.77 4.80 11.00 3.05 1.51 1.40

10 L 50x50x7 14 5.15 6.56 14.60 4.16 1.49 1.49

11 L 65x65x5 14 4.99 6.36 25.00 5.27 1.98 1.76

12 L 65x65x6 15 5.91 7.53 29.20 6.21 1.97 1.80

13 L 65x65x7 16 6.83 8.70 33.40 7.18 1.96 1.85

14 L 75x75x7 17 7.94 10.10 52.30 9.67 2.27 2.09

15 L 75x75x8 18 9.00 11.50 58.90 11.00 2.27 2.13

16 L 90x90x7 18 9.61 12.20 92.50 14.10 2.75 2.45

17 L 100x100x8 20 12.20 15.50 145.00 19.90 3.06 2.74

18 L 100x100x10 22 15.00 19.20 177.00 24.60 3.04 2.82

Peso (kg/m)

Page 16: Fundaciones Equipos Verticales

CALIDAD DEL ACERO

DesignaciónEsfuerzo último.

Ry

Fu Kg/cm2.

1 AE 25 2500 3700 1.50

2 AE 35 3500 5500 1.30

3 ASTM - A 36 2530 4080 1.50

4 ASTM - A 572. Gr 42 2950 4220 1.30

5 ASTM - A 572. Gr 50 3515 4570 1.10

6 ASTM - A 572. Gr 55 3870 4920 1.10

7 ASTM - A 913. Gr 50 3515 4220 1.10

8 ASTM - A 913. Gr 60 4220 5273 1.10

9 ASTM - A 913. Gr 65 4570 5625 1.10

10 ASTM - A 588 3515 4920 1.10

11 ASTM - A 992 3515 4570 1.10

12 ASTM - A 529. Gr 50 3515 4570 1.20

13 ASTM - A 529. Gr 55 3870 4920 1.10

Dimensiones de los Pernos

Dimension del perno

mm nt

1 1/2" 12.70 0.512

2 5/8" 15.88 0.433

3 3/4" 19.05 0.394

4 7/8" 22.22 0.354

5 1" 25.40 0.315

6 1 1/8" 28.58 0.276

Pto. de Cedente Fy Kg/cm2. (min)

Page 17: Fundaciones Equipos Verticales

7 1 1/4" 31.75 0.276

8 1 3/8" 34.92 0.236

9 1 1/2" 38.10 0.236

10 1 3/4" 44.45 0.197

11 2" 50.80 0.177

Calidad de La soldadura

Esfuerzos en el metal de aporte en soldaduras de filete

ELECTRODOSFu

Kg / cm2

E60XX 4220

E70XX 4920

E80XX 5630

E90XX 6330

E100XX 7030

E110XX 7730

Tamaño Mínimo de Soldaduras

Espesor t de la plancha Tamaño mínimo de

más gruesa a unir (mm) soldaduras de filete

hasta 6,4 3

de 6,4 a 12,7 5

de 12,7 a 19 6

mayor de 19 8

Calidad de los Pernos

Page 18: Fundaciones Equipos Verticales

Tipo de pernos

Tracción Corte en conexión

tipo aplastamiento

Ф = 0,75

Ф = 0,75

Ft (Kg/cm2)Fv (Kg/cm2)

1 A 325 (CR) 6330 3370

2 A 325 (SR) 6330 4220

3 A 490 (CR) 7940 4220

4 A 490 (SR) 7940 5720

5 F1554 Gr 36

6 F1554 Gr 55

7 F1554 Gr 105

Calidad de los Pernos

Material Diametro Fu (kg/cm2)

1 A325 (1/2" a 1") 1/2" a 1" 8440

2 A32 ( 1 1/8" a 1 1/2") 1 1/8" a 1 1/2" 7380

3 A490 Todos 10550

4 F1554 Gr 36 1/2" - 2" 4080

5 F1554 Gr 55 5270

6 F1554 Gr 105 8790

Factor de resistencia

Factor de resistencia

Page 19: Fundaciones Equipos Verticales

CALIDAD DEL ACERO

Rt

1.20

1.10

1.20

1.10

1.10

1.10

1.10

1.10

1.10

1.10

1.10

1.20

1.20

Dimensiones de los Pernos

Áreas (cm2)

Nominal Efectiva

1.27 0.92

1.98 1.46

2.85 2.16

3.88 2.98

5.07 3.91

6.42 4.92

Page 20: Fundaciones Equipos Verticales

7.92 6.25

9.58 7.45

11.4 9.07

15.52 12.26

20.27 16.12