Perfiles IMCA (Con Filtros)

 

TABLAS DE DIMENSIONES Y PROPIEDADES DE PERFILES LI es APS de lados lados iguales iguales LD es APS de lados lados desiguales desiguales CE es CPS IE es IPS IPS IR es IPR IPR TR es TPR IS es IPC IPC OR es PTR o PER CF es CPL2 ZF es ZPL2

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso

mm* x kg/m

102 127 127 152 152 152 152 152 152 203 203 203 203

x x x x x x x x x x x x x

19.40 23.70 28.10 13.60 18.00 24.00 22.40 29.70 37.20 15.00 19.40 22.50 26.60

4 5 5 6 6 6 6 6 6 8 8 8 8

in x lb/ft

x x x x x x x x x x x x x

13 16 19 9 12 16 15 20 25 10 13 15 18

A lm a

Patín

Distancia

Gramil

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

7.10 1 10 03.0 8 .8 .80 71.00 17.0 6.10 1 12 27.0 9 .1 .10 89.00 19.0 6.90 1 12 28.0 10.90 90.00 21.0 4.30 1 10 00.0 5 .5 .50 121.00 14.0 5.80 1 10 02.0 7.10 121.00 16.0 6.60 1 10 02.0 10.30 12 121.00 19 19.0 5.80 1 15 52.0 6.60 120.00 16.0 6.60 1 15 53.0 9.30 119.00 1 19 9.0 8.10 1 15 54.0 11.60 121.00 21.0 4.30 1 10 00.0 5.20 169.00 16.0 5.80 1 10 02.0 6.50 168.00 17.0 6.20 1 10 02.0 8.00 168.00 19.0 5.80 1 13 33.0 8.40 169.00 19.0

11.0 11.0 11.0 10.0 10.0 11.0 10.0 11.0 11.0 11.0 11.0 13.0 11.0

60 70 70 60 60 60 90 90 90 60 60 60 70

50.0 50.0 55.0 45.0 55.0 55.0 55.0 55.0 60.0 55.0 55.0 55.0 55.0

106.0 127.0 131.0 150.0 153.0 160.0 152.0 157.0 162.0 200.0 203.0 206.0 207.0

Sujetadores Diametro Max. en patin

  Peso

Area

mm

in.

Kg/m

cm ²

12.70 19.00 22.20 12.70 12.70 12.70 22.20 22.20 25.40 12.70 12.70 12.70 22.20

1/2 3/4 7/8 1/2 1/2 1/2 7/8 7/8 1 1/2 1/2 1/2 7/8

19.4 23.7 28.1 13.6 18.0 24.0 22.4 29.7 37.2 15.0 19.4 22.5 26.6

24.7 32.3 35.7 17.3 22.9 30.6 28.6 37.9 47.4 19.1 24.8 28.6 33.9

bf  2tf 

5.9 6.9 5.9 9.1 7.1 5.0 11.5 8.3 6.7 9.6 7.8 6.4 8.0

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

in x lb/ft

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

  Peso

Area

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

in.

Kg/m

cm ²

1 13 34.0 1 16 65.0 1 16 66.0 2 20 03.0 2 20 04.0 2 20 05.0 206.0 209.0 210.0 10 1 01.0

bf 

203 203 203 203 203 203 203 203 203 254

x x x x x x x x x x

31.20 35.90 41.80 46.20 52.20 59.30 71.40 86.60 99.80 17.90

8 8 8 8 8 8 8 8 8 10

x x x x x x x x x x

21 24 28 31 35 40 48 58 67 12

210.0 201.0 205.0 203.0 206.0 210.0 216.0 222.0 229.0 251.0

6.40 6.20 7.20 7.20 7.90 9.10 10.20 13.00 14.50 4.80

10.20 10.20 11.80 11 11.00 12.60 14.20 17 17.40 20.60 23.70 5.30

169.00 157.00 157.00 15 156.00 155.00 156.00 1 15 56.00 15 156.00 15 156.00 219.00

21.0 22.0 24.0 24.0 25.0 27.0 30 30.0 33 33.0 37 37.0 16 16.0

13.0 14.0 14.0 14.0 14.0 16.0 16.0 17.0 17.0 11.0

70 90 90 140 140 140 140 140 140 60

60.0 60.0 60.0 60.0 60.0 65.0 6 65 5.0 7 70 0.0 7 75 5.0 65.0

25.40 25.40 25.40 22.20 25.40 25.40 25.40 25.40 25.40 12.70

1 1 1 7/8 1 1 1 1 1 1/2

31.2 35.9 41.8 46.2 52.2 59.3 71.4 86.6 99.8 17.9

39.7 45.7 53.2 58.9 66.5 75.5 91.0 110.3 127.1 22.8

6.6 8.1 7.0 9.2 8.1 7.2 5.9 5.1 4.4 9.4

25 54 4 2 254 254 254  

xx x x x

25 2..3 30 0 2 28.50 32.90 38.50

10 0 1 10 10 10

xx x x x

17 5 1 19 22 26

25 57 4..0 0 2 260.0 258.0 262.0

5..1 80 0 10 10 10 02 2..0 0 8 6..4 90 0 6 1 6.40 1 10 02.0 10.00 6.10 14 1 46.0 9.10 6.60 1 14 47.0 11 11.20

21 19 9..0 00 0 2 219.00 220.00 21 218.00

17 19 7..0 0 19 1 21.0 19 19.0 22.0

1113..00 13.0 13.0 13.0

60 0 6 60 90 90

65 5..0 0 6 70.0 65.0 70.0

12 2..7 70 0 1 12.70 19.00 19.00

1//2 2 1 1/2 3/4 3/4

25 2..3 3 2 28.5 32.9 38.5

22 8..2 5 3 36.3 41.9 49.1

7..1 4 6 5.1 8.0 6.6

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

A lm a

Patín

Distancia

Gramil

Sujetadores

 

DESIGNACION d x peso mm* x kg/m

254 254 254 254 254 254 254 254 254 254 254 254 305 305

x x x x x x x x x x x x x x

44.80 49.20 58.20 67.40 72.90 80.00 89.10 101.30 114.50 131.20 148.90 166.60 21.10 23.90

in x lb/ft

10 10 10 10 10 10 10 10 10 10 10 10 12 12

x x x x x x x x x x x x x x

30 33 39 45 49 54 60 68 77 88 100 112 14 16

Diametro Max. en patin

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

266.0 247.0 252.0 257.0 253.0 256.0 260.0 264.0 269.0 275.0 282.0 289.0 303.0 305.0

7.60 7.40 8.00 8.90 8.60 9.40 10.70 11.90 13.50 15.40 17.30 19.20 5.00 5.60

1 14 48.0 2 20 02.0 2 20 03.0 20 2 02.0 254.0 255.0 256.0 2 25 57.0 2 25 59.0 2 26 61.0 26 263.0 26 265.0 10 1 01.0 10 1 01.0

13.00 11 11.00 13 13.50 15 15.70 1 14 4.20 1 15 5.60 17 17.30 1 9. 9.60 2 2. 2.10 2 5. 5.10 2 8. 8.40 3 1. 1.80 5.70 6.70

218.00 19 193.00 1 19 95.00 1 19 93.00 1 19 93.00 1 19 93.00 1 19 93.00 19 94 4.00 19 93 3.00 19 93 3.00 19 93 3.00 19 93 3.00 268.00 266.00

24.0 2 27 7.0 29 29.0 32 32.0 30 30.0 32 32.0 33 3 3.0 3 5. 5.0 3 8. 8.0 4 1. 1.0 4 4. 4.0 4 8. 8.0 17 17.0 19 19.0

13.0 17.0 17.0 17.0 17 17.0 17.0 19 19.0 19 19.0 21 21.0 21 21.0 22 22.0 24 24.0 13.0 13.0

90 140 140 140 140 140 140 140 140 140 140 140 60 60

70.0 6 65 5.0 7 75 5.0 8 80 0.0 7 75 5.0 8 80 0.0 8 80 0.0 80 0..0 85 5..0 90 0..0 90 0..0 95 5..0 65.0 65.0

22.20 22.20 22.20 25.40 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 15.90 15.90

Peso

Area

in.

Kg/m

cm ²

7/8 7/8 7/8 1 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 5/8 5/8

44.8 49.2 58.2 67.4 72.9 80.0 89.1 101.3 114.5 131.2 148.9 166.6 21.1 23.9

57.0 62.6 74.2 85.8 92.9 101.9 113.6 129.0 145.8 167.1 189.7 212.3 26.8 30.4

bf  5.7 9.2 7.5 6.5 8.9 8.2 7.4 6.6 5.9 5.2 4.6 4.2 8.8 7.5

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

in x lb/ft

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

  Peso

Area

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

in.

Kg/m

cm ²

10 1 02.0 1 10 02.0 16 165.0 16 166.0 167.0 2 20 03.0 20 2 04.0 20 2 05.0 254.0 254.0 305.0 3 30 06.0 3 30 07.0

8.90 10.80 9.70 11 11.20 1 13 3.20 13 13.10 14 14.60 16 16.30 1 14 4.60 1 16 6.30 1 15 5.40 1 7. 7.00 1 8. 8.70

268.00 268.00 266.00 26 266.00 2 26 67.00 2 24 40.00 2 24 43.00 2 24 40.00 2 24 43.00 2 24 40.00 2 24 41.00 24 41 1.00 24 41 1.00

21 21.0 22.0 22.0 24.0 25 25.0 32 32.0 32 32.0 35 35.0 32 32.0 35 35.0 33 33.0 3 5. 5.0 3 7. 7.0

13.0 13.0 13.0 13.0 14.0 19.0 21.0 21.0 21.0 21.0 21.0 22 22.0 22 22.0

60 60 90 90 9 90 0 140 140 140 140 140 140 140 140

bf 

305 305 305 305 305 305 305 305 305 305 305 305 305

x 28.20 x 32.80 x 38.70 x 44.50 x 52.20 x 59.80 x 66.90 x 74.40 x 79.00 x 86.10 x 96.70 x 106.90 x 117.50

12 12 12 12 12 12 12 12 12 12 12 12 12

x x x x x x x x x x x x x

19 22 26 30 35 40 45 50 53 58 65 72 79

309.0 313.0 310.0 313.0 318.0 303.0 306.0 310.0 306.0 310.0 308.0 310.0 314.0

6.00 6.60 5.80 6.60 7.60 7.50 8.50 9.40 8.80 9.10 9.90 10.90 11.90

70.0 70.0 70.0 70.0 70.0 8 80 0.0 8 80 0.0 8 80 0.0 8 80 0.0 8 80 0.0 8 80 0.0 80 0..0 85 5..0

15.90 15.90 25.40 25.40 28.60 22.20 25.40 25.40 28.60 28.60 28.60 28.60 28.60

5/8 5/8 1 1 1 1/8 7/8 1 1 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

28.2 32.8 38.7 44.5 52.2 59.8 66.9 74.4 79.0 86.1 96.7 106.9 117.5

35.9 41.8 49.4 56.7 66.5 76.1 85.2 94.8 100.7 109.7 123.2 136.1 149.7

5.7 4.7 8.5 7.4 6.3 7.8 7.0 6.3 8.7 7.8 9.9 9.0 8.2

30 05 5 3  

14 22 9..8 70 0 xx 1

12 2 xx 1

86 7 9

32 13 8..0 0 3

14 3..0 10 0 3 3 30 09 8..0 0 2 2 2. 0. 0..9 60 0 2 24 4 42 2..0 00 0 4 3 1. 8. 8..0 0 22 22 22 2..0 0 1 14 40 0 9 80 5 5...0 8 1 30 0 2 40 0 1 2 0.

28 8..6 60 0 2

11 1//8 8 1

14 22 9..8 7 1

18 61 5..9 2 1

7..8 5 6

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

in x lb/ft

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

  Peso

Area

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

in.

Kg/m

cm ²

bf 

305 305 305 305

x x x x

158.00 178.80 202.10 226.40

12 12 12 12

x x x x

106 120 136 152

327.0 333.0 341.0 348.0

15.50 18.00 20.10 22.10

31 310.0 31 312.0 31 315.0 31 317.0

2 5. 5.10 2 8. 8.10 3 1. 1.80 35.60

24 42 2.00 24 41 1.00 24 42 2.00 240.00

4 3. 3.0 4 6. 6.0 4 9. 9.0 54.0

24 24.0 25 25.0 25 25.0 2 27 7.0

140 140 140 140

90 0..0 95 5..0 95 5..0 100.0

28.60 28.60 28.60 28.60

1 1/8 1 1/8 1 1/8 1 1/8

158.0 178.8 202.1 226.4

201.3 227.8 257.4 288.4

6.2 5.6 5.0 4.5

3 30 05 5 305 305 305 305

xx x x x x

2 25 83 2..2 60 0 313.00 342.90 375.30 414.30

1 12 2 12 12 12 12

xx x x x x

1 17 90 0 210 230 252 279

3 35 66 5..0 0 374.0 382.0 391.0 403.0

2 24 6..4 90 0 30.00 32.60 35.40 38.90

31 3 32 31 29 2..0 0 32 325.0 32 328.0 33 330.0 33 334.0

3 49 4..6 10 0 48.30 52.60 57.20 62.70

2 24 42 1..0 00 0 240.00 243.00 242.00 241.00

5 67 2..0 0 67.0 70.0 75.0 81.0

2 29 9 3 30 0..0 0 3 32 2.0 3 32 2.0 3 33 3.0 3 35 5.0

1 14 40 0 140 140 140 140

111005..00 115.0 115.0 120.0 130.0

2 28 8..6 60 0 28.60 28.60 28.60 28.60

1 11 1//8 8 1 1/8 1 1/8 1 1/8 1 1/8

2 25 83 2..2 6 313.0 342.9 375.3 414.3

3 32 62 0..6 0 398.7 436.8 478.1 528.4

4 3..0 7 3.4 3.1 2.9 2.7

305 305 356 356 356  

x 453.80 x 500.40 x 32.90 x 38.90 x 44.80

12 12 14 14 14

x x x x x

305 336 22 26 30

415.0 427.0 349.0 353.0 352.0

41.30 45.10 5.80 6.40 6.90

33 336.0 68.70 34 340.0 75.10 12 1 27.0 8.50 1 12 28.0 10.70 17 71 1.0 9.80

240.00 240.00 305.00 306.00 304.00

87.0 94.0 22 22.0 24.0 24 24.0

3 37 7.0 3 38 8.0 14.0 14.0 16.0

140 140 70 70 90

135.0 140.0 70.0 70.0 70.0

28.60 28.60 19.00 22.20 28.60

1 1/8 1 1/8 3/4 7/8 1 1/8

453.8 500.4 32.9 38.9 44.8

578.1 637.4 41.9 49.6 57.1

2.5 2.3 7.5 6.0 8.7

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

356 356 356 356 356 356 356 356 356 356 356 356 356 356

x x x x x x x x x x x x x x

50.60 56.70 63.80 71.40 79.00 90.70 101.30 110.40 122.10 1 34 34.20 147.40 162.10 178.80 196.50

in x lb/ft

14 14 14 14 14 14 14 14 14 14 14 14 14 14

x x x x x x x x x x x x x x

34 38 43 48 53 61 68 74 82 90 99 109 120 132

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

  Peso

Area

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

in.

Kg/m

cm ²

355.0 358.0 347.0 350.0 354.0 353.0 357.0 360.0 363.0 356.0 360.0 364.0 368.0 372.0

7.20 7.90 7.80 8.60 9.40 9.50 10.50 11.40 13.00 11.20 12.30 13.30 15.00 16.40

171.0 172.0 2 20 03.0 20 2 04.0 2 20 05.0 254.0 2 25 55.0 2 25 56.0 2 25 57.0 369.0 370.0 371.0 373.0 374.0

1 11 1.60 1 13 3.10 13 13.50 15 15.10 16.80 1 16 6.40 1 8. 8.30 1 9. 9.90 2 1. 1.70 18 18.00 19 19.80 21 21.80 23 23.90 26 26.20

30 304.00 3 30 04.00 2 28 80.00 2 28 80.00 28 281.00 2 28 80.00 28 80 0.00 28 81 1.00 28 81 1.00 2 28 86.00 2 28 87.00 2 28 84.00 2 28 85.00 2 28 87.00

25 25.0 27 27.0 33 33.0 35 35.0 37 37.0 37 37.0 3 8. 8.0 4 0. 0.0 4 1. 1.0 35 35.0 37 3 7.0 40 40.0 41 41.0 43 43.0

16.0 16.0 22.0 22.0 24.0 24.0 24 24.0 24 24.0 25 25.0 22.0 22 22.0 22 22.0 24 24.0 24 24.0

9 90 0 9 90 0 140 140 140 140 140 140 140 140 140 140 140 140

70.0 75.0 8 80 0.0 8 80 0.0 8 85 5.0 8 85 5.0 85 5..0 85 5..0 90 0..0 8 80 0.0 8 85 5.0 8 85 5.0 9 90 0.0 9 90 0.0

28.60 28.60 22.20 25.40 25.40 28.60 28.60 28.60 28.60 22.20 22.20 22.20 22.20 22.20

1 1/8 1 1/8 7/8 1 1 1 1/8 1 1/8 1 1/8 1 1/8 7/8 7/8 7/8 7/8 7/8

50.6 56.7 63.8 71.4 79.0 90.7 101.3 110.4 122.1 134.2 147.4 162.1 178.8 196.5

64.5 72.3 81.3 91.0 100.7 115.5 129.0 140.7 155.5 171.0 187.8 206.5 227.8 250.3

bf  7.4 6.6 7.5 6.8 6.1 7.8 7.0 6.4 5.9 10.2 9.3 8.5 7.8 7.2

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

in x lb/ft

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

  Peso

Area

in.

Kg/m

cm ²

bf 

356 356 356 356 356 356 356

x x x x x x x

216.30 236.50 262.30 287.70 314.00 346.90 382.90

14 14 14 14 14 14 14

x x x x x x x

145 159 176 193 211 233 257

375.0 380.0 387.0 393.0 399.0 407.0 416.0

17.30 18.90 21.10 22.60 24.90 27.20 29.80

394.0 395.0 398.0 399.0 40 401.0 40 404.0 40 406.0

27 27.70 30 30.20 33 33.30 36 36.60 39.60 43.70 48.00

2 28 87.00 2 28 85.00 28 85 5.00 28 85 5.00 285.00 287.00 286.00

44 44.0 48 48.0 5 1. 1.0 5 4. 4.0 57.0 60.0 65.0

25 25.0 25 25.0 27 27.0 27 27.0 2 29 9.0 3 30 0.0 3 30 0.0

140 140 140 140 140 140 140

9 90 0.0 9 95 5.0 100.0 100.0 105.0 105.0 110.0

22.20 22.20 22.20 22.20 28.60 28.60 28.60

7/8 7/8 7/8 7/8 1 1/8 1 1/8 1 1/8

216.3 236.5 262.3 287.7 314.0 346.9 382.9

275.5 301.3 334.2 366.5 400.0 442.0 487.8

7.1 6.5 6.0 5.5 5.1 4.6 4.2

3 35 56 6 356 356 356 356 356 356  

xx x x x x x x

4 42 61 2..9 90 0 511.50 552.00 592.50 633.10 678.60 744.50

1 14 4 14 14 14 14 14 14

xx x x x x x x

238113 342 370 398 426 455 500

4 42 35 5..0 0 446.0 455.0 465.0 474.0 483.0 498.0

3 32 5..8 80 0 39.10 42.00 45.00 47.60 51.20 55.60

40 4 41 40 19 2..0 0 41 416.0 41 418.0 42 421.0 42 424.0 42 428.0 43 432.0

5 52 7..6 40 0 62.70 67.60 72.30 77.10 81.50 88.90

2 28 85 6..0 00 0 287.00 287.00 287.00 287.00 286.00 285.00

7 70 5..0 0 79.0 84.0 89.0 94.0 98.0 106.0

3 32 2 3 33 3..0 0 3 35 5.0 3 37 7.0 3 38 8.0 4 40 0.0 4 41 1.0 44.0

1 14 40 0 140 140 140 140 140 140

111250..00 125.0 130.0 135.0 140.0 145.0 155.0

2 28 8..6 60 0 28.60 28.60 28.60 28.60 28.60 28.60

1 11 1//8 8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

4 42 61 2..9 9 511.5 552.0 592.5 633.1 678.6 744.5

5 53 87 9..5 7 651.7 703.3 754.9 806.5 864.6 948.4

3 3..9 6 3.3 3.1 2.9 2.8 2.6 2.4

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

356 356 356 356 406 406 406 406 406 406 406 406 406 406

x x x x x x x x x x x x x x

820.40 901.50 992.60 108 1088.60 38.90 46.20 53.70 59.80 67.40 74.40 85.10 99.80 114.50 132.70

x x x x x x x x x x x x x x

Patín

Distancia

Gramil k

in x lb/ft

14 14 14 14 16 16 16 16 16 16 16 16 16 16

A lm a

550 605 665 730 26 31 36 40 45 50 57 67 77 89

g 1

g

1

Sujetadores Diametro

  Peso

Area

d

tw

bf

tf

T

k

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

in.

Kg/m

cm ²

514.0 531.0 550.0 569.0 399.0 403.0 403.0 407.0 410.0 413.0 417.0 415.0 420.0 425.0

60.50 65.90 71.90 78.00 6.40 7.00 7.50 7.80 8.80 9.70 10.90 10.00 11.60 13.20

43 437.0 442 442.0 448 448.0 45 454 4.0 14 140.0 14 140.0 177.0 178.0 179.0 180.0 181.0 260.0 2 26 61.0 2 26 63.0

97.00 106.00 11 115.00 12 125.00 8.80 11 11.20 1 10 0.90 1 12 2.80 1 14 4.40 1 16 6.00 18 18.20 16 16.90 1 9. 9.30 2 2. 2.20

285.00 287.00 28 286.00 28 287.00 345.00 34 346.00 3 34 46.00 3 34 46.00 3 34 46.00 3 34 46.00 3 34 47.00 3 34 45.00 34 47 7.00 34 46 6.00

114.0 122.0 132.0 14 141.0 27.0 29.0 29 29.0 30 30.0 32 32.0 33 33.0 35 35.0 35 3 5.0 3 7. 7.0 4 0. 0.0

46.0 49.0 52.0 56.0 19.0 19.0 19.0 21.0 21.0 21.0 22.0 21 21.0 22 22.0 22 22.0

140 140 140 1 14 40 70 70 9 90 0 9 90 0 9 90 0 9 90 0 9 90 0 140 140 140

160.0 170.0 180.0 1 19 90.0 75.0 75.0 75.0 75.0 80.0 80.0 80.0 8 80 0.0 85 5..0 85 5..0

28.60 28.60 28.60 28.60 25.40 25.40 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60

1 1/8 1 1/8 1 1/8 1 1/8 1 1 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

820.4 901.5 992.6 1088.6 38.9 46.2 53.7 59.8 67.4 74.4 85.1 99.8 114.5 132.7

1045.2 1148.5 1264.6 1387.2 49.6 58.8 68.4 76.1 85.8 94.8 108.4 127.1 145.8 169.0

Max. en patin

bf  2.3 2.1 2.0 1.8 8.0 6.3 8.1 6.9 6.2 5.6 5.0 7.7 6.8 5.9

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

406 457 457 457 457 457 457 457 457 457 457 457 457 457

x x x x x x x x x x x x x x

148.90 52.20 59.80 68.40 74.50 82.00 89.10 96.70 105.30 112.90 128.10 144.30 157.50 177.80

in x lb/ft

16 18 18 18 18 18 18 18 18 18 18 18 18 18

x x x x x x x x x x x x x x

100 35 40 46 50 55 60 65 71 76 86 97 106 119

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

  Peso

Area

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

in.

Kg/m

cm ²

431.0 450.0 455.0 459.0 457.0 460.0 463.0 466.0 469.0 463.0 467.0 472.0 476.0 482.0

14.90 7.60 8.00 9.10 9.00 9.90 10.50 11.40 12.60 10.80 12.20 13.60 15.00 16.60

26 265.0 1 15 52.0 1 15 53.0 15 154.0 190.0 191.0 192.0 193.0 1 19 94.0 2 28 80.0 2 28 82.0 2 28 83.0 28 284.0 28 286.0

2 5. 5.00 10.80 13.30 15.40 1 14 4.50 1 16 6.00 17 17.70 1 19 9.10 2 0. 0.60 1 7. 7.30 1 9. 9.60 2 2. 2.10 2 3. 3.90 2 6. 6.90

34 45 5.00 392.00 394.00 395.00 3 39 93.00 3 39 93.00 3 39 93.00 3 39 93.00 39 93 3.00 39 93 3.00 39 94 4.00 39 93 3.00 39 93 3.00 39 93 3.00

4 3. 3.0 29.0 30.0 32.0 32 32.0 33 33.0 35 35.0 37 37.0 3 8. 8.0 3 5. 5.0 3 7. 7.0 4 0. 0.0 4 1. 1.0 4 4. 4.0

24 24.0 19.0 21.0 21.0 21.0 21 21.0 21.0 22.0 22 22.0 21 21.0 22 22.0 22 22.0 24 24.0 24 24.0

140 90 90 90 9 90 0 9 90 0 9 90 0 9 90 0 9 90 0 140 140 140 140 140

90 0..0 75.0 75.0 80.0 80.0 80.0 80.0 85.0 85.0 80 0..0 85 5..0 85 5..0 90 0..0 90 0..0

28.60 22.20 22.20 25.40 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60

1 1/8 7/8 7/8 1 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

148.9 52.2 59.8 68.4 74.5 82.0 89.1 96.7 105.3 112.9 128.1 144.3 157.5 177.8

189.7 66.5 76.1 87.1 94.8 104.5 113.6 123.2 134.2 143.9 163.2 183.9 200.7 226.5

bf  5.3 7.1 5.7 5.0 6.6 6.0 5.4 5.1 4.7 8.1 7.2 6.4 6.0 5.3

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES

Peralte

DESIGNACION d x peso mm* x kg/m

533

x

65.80

533 533 553 553 553 553 553 553 553 553 553 553 610 610  

x x x x x x x x x x x x x x

74.40 84.60 92.70 1 01 01.30 1 08 08.90 1 23 23.10 1 38 38.30 150.90 165.60 181.80 196.50 218.80 82.00 92.20

in x lb/ft

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

  Peso

Area

in.

Kg/m

cm ²

bf 

21 x

44

525.0

8.90

16 165.0

11 11.40

46 464.00 30.0 22.0 90

75.0

25.40

1

65.8

83.9

7.2

21 21 21 21 21 21 21 21 21 21 21 21 24 24

50 57 62 68 73 83 93 101 111 122 132 147 55 62

529.0 535.0 533.0 537.0 539.0 544.0 549.0 543.0 546.0 551.0 554.0 560.0 599.0 603.0

9.70 10.30 10.20 10.90 11.60 13.10 14.70 12.70 14.00 15.20 16.50 18.30 10.00 10.90

16 166.0 166.0 209.0 210.0 211.0 212.0 214.0 31 312.0 31 313.0 31 315.0 31 316.0 31 318.0 178.0 179.0

13.60 16.30 1 15 5.60 1 17 7.40 1 18 8.80 2 21 1.20 2 23 3.60 2 0. 0.30 2 2. 2.20 2 4. 4.40 2 6. 6.30 2 9. 9.20 12 12.80 15 15.00

462.00 46 465.00 4 46 63.00 4 46 64.00 46 463.00 4 46 65.00 4 46 63.00 46 63 3.00 46 64 4.00 46 65 5.00 46 62 2.00 46 65 5.00 5 53 32.00 5 53 33.00

80.0 80.0 8 80 0.0 8 85 5.0 8 85 5.0 8 85 5.0 9 90 0.0 85 5..0 90 0..0 90 0..0 95 5..0 95 5..0 80.0 80.0

25.40 25.40 25.40 25.40 25.40 25.40 25.40 28.60 28.60 28.60 28.60 28.60 28.60 28.60

1 1 1 1 1 1 1 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

74.4 84.6 92.7 101.3 108.9 123.1 138.3 150.9 165.6 181.8 196.5 218.8 82.0 92.2

94.8 107.7 118.1 129.0 138.7 156.8 176.1 192.3 211.0 231.6 250.3 278.7 104.5 117.4

6.1 5.0 6.7 6.0 5.6 5.0 4.5 7.7 7.1 6.5 6.0 5.4 6.9 6.0

x x x x x x x x x x x x x x

33.0 35 35.0 35 35.0 37 37.0 38 38.0 40 40.0 43 43.0 4 0. 0.0 4 1. 1.0 4 3. 3.0 4 6. 6.0 4 8. 8.0 33 33.0 35 35.0

22.0 22.0 22.0 22.0 24.0 24.0 25.0 24 24.0 24 24.0 25 25.0 25 25.0 27 27.0 24.0 24.0

90 90 140 140 140 140 140 140 140 140 140 140 9 90 0 9 90 0

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

610 610 610 610 610 610 610 610 610 686 686 686 686 686

x x x x x x x x x x x x x x

101.60 113.40 125.10 140.30 155.00 174.20 195.00 217.80 241.60 125.60 140.30 151.90 169.70 217.30

in x lb/ft

24 24 24 24 24 24 24 24 24 27 27 27 27 27

x x x x x x x x x x x x x x

68 76 84 94 104 117 131 146 162 84 94 102 114 146

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

603.0 608.0 612.0 617.0 611.0 616.0 622.0 628.0 635.0 678.0 684.0 688.0 693.0 695.0

10.50 11.20 11.90 13.10 12.70 14.00 15.40 16.50 17.90 11.70 12.40 13.10 14.50 15.40

2 22 28.0 2 22 28.0 2 22 29.0 2 23 30.0 3 32 24.0 32 325.0 32 327.0 32 328.0 32 329.0 2 25 53.0 2 25 54.0 25 254.0 25 256.0 35 355.0

1 4. 4.90 1 7. 7.30 1 9. 9.60 2 2. 2.20 1 9. 9.10 2 1. 1.60 2 4. 4.40 2 7. 7.70 31.10 1 6. 6.30 1 8. 8.90 2 1. 1.10 2 3. 3.60 2 4. 4.80

53 33 3.00 53 35 5.00 53 33 3.00 53 35 5.00 53 35 5.00 53 34 4.00 53 33 3.00 53 33 3.00 533.00 60 09 9.00 611.00 60 09 9.00 611.00 61 10 0.00

3 5. 5.0 3 7. 7.0 4 0. 0.0 4 1. 1.0 3 8. 8.0 4 1. 1.0 4 4. 4.0 4 8. 8.0 51.0 3 5. 5.0 3 7. 7.0 4 0. 0.0 41.0 4 3. 3.0

24 24.0 24 24.0 24 24.0 25 25.0 25 25.0 25 25.0 27 27.0 27 27.0 2 27 7.0 24 24.0 24 24.0 24 24.0 24 24.0 25 25.0

140 140 140 140 140 140 140 140 140 140 140 140 140 140

80 0..0 85 5..0 85 5..0 90 0..0 85 5..0 90 0..0 90 0..0 95 5..0 100.0 80 0..0 85 5..0 85 5..0 90 0..0 90 0..0

28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60

  Peso

Area

in.

Kg/m

cm ²

1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

101.6 113.4 125.1 140.3 155.0 174.2 195.0 217.8 241.6 125.6 140.3 151.9 169.7 217.3

129.7 144.5 159.4 178.7 197.4 221.9 248.4 277.4 307.8 160.0 178.7 193.6 216.1 276.8

bf  7.7 6.6 5.9 5.2 8.5 7.5 6.7 5.9 5.3 7.8 6.7 6.0 5.4 7.2

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

DIMENSIONES Peralte

DESIGNACION d x peso mm* x kg/m

in x lb/ft

A lm a

Patín

Distancia

Gramil

Sujetadores Diametro Max. en patin

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

  Peso

Area

in.

Kg/m

cm ²

bf 

686 686 762 762

x x x x

240.10 264.90 147.40 160.50

27 27 30 30

x x x x

161 178 99 108

701.0 706.0 753.0 758.0

16.80 18.40 13.20 13.80

35 356.0 35 358.0 2 26 65.0 26 266.0

2 7. 7.40 6 0 09 9.00 3 0. 0.20 611.00 1 7. 7.00 68.00 1 9. 9.30 67.80

4 6. 6.0 48.0 37.0 40.0

25 25.0 27 27.0 25 25.0 25 25.0

140 140 140 140

95 5..0 95 5..0 85 5..0 85 5..0

28.60 28.60 28.60 28.60

1 1/8 1 1/8 1 1/8 1 1/8

240.1 264.9 147.4 160.5

305.8 337.4 187.8 204.5

6.5 5.9 7.8 6.9

762 762 762 762 762

x x x x x

173.20 184.90 197.00 257.30 284.10

30 30 30 30 30

x x x x x

116 124 132 173 191

762.0 766.0 770.0 773.0 779.0

14.40 14.90 15.60 16.60 18.00

26 267.0 26 267.0 26 268.0 38 381.0 38 382.0

2 1. 1.60 2 1. 1.60 25 2 5.40 2 7. 7.10 30 3 0.10

41.0 43.0 44.0 48.0 49.0

25 25.0 25 25.0 27 27.0 27 27.0 27 27.0

140 140 140 140 140

90 0..0 90 0..0 90 0..0 95 5..0 95 5..0

28.60 28.60 28.60 28.60 28.60

1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

173.2 184.9 197.0 257.3 284.1

220.7 235.5 251 327.8 362

6.2 5.7 5.3 7 6.4

68.00 68.10 68.10 67.80 68.10

762 838 838 838 838 838  

x x x x x x

314.00 175.70 194.00 210.70 226.40 299.30

30 33 33 33 33 33

x x x x x x

211 118 130 141 152 201

786.0 835.0 840.0 846.0 851.0 855.0

19.70 14.00 14.70 15.40 16.10 18.20

38 384.0 29 292.0 29 292.0 29 293.0 29 294.0 40 400.0

3 3. 3.40 1 8. 8.80 2 1. 1.70 2 4. 4.40 2 6. 6.80 2 9. 9.20

67.80 75.50 75.50 75.70 75.50 75.70

54.0 40.0 43.0 44.0 48.0 49.0

29 29.0 27 27.0 27 27.0 27 27.0 29 29.0 29 29.0

140 140 140 140 140 140

100.0 85 5..0 90 0..0 90 0..0 95 5..0 95 5..0

28.60 28.60 28.60 28.60 28.60 28.60

1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

314.0 175.7 194.0 210.7 226.4 299.3

400 223.9 247.1 268.4 288.4 381.3

5.7 7.8 6.7 6 5.5 6.9

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

PERFI M

A lm a

Peralte

DESIGNACION d x peso mm* x kg/m

838 838 914 914 914 914 914 914 914 914 914 914 914 914

x x x x x x x x x x x x x x

33 33 36 36 36 36 36 36 36 36 36 36 36 36

x x x x x x x x x x x x x x

221 241 135 150 160 170 182 194 210 230 245 260 280 300

Gramil

Sujetadores Diametro Max. en patin

d

tw

bf

tf

T

k

k1

g

g1

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

862.0 868.0 903.0 911.0 915.0 919.0 923.0 927.0 932.0 912.0 916.0 921.0 928.0 933.0

19.70 21.10 15.20 15.90 16.50 17.30 18.40 19.40 21.10 19.30 20.30 21.30 22.50 24.00

40 401.0 40 403.0 30 304.0 3 30 04.0 30 305.0 30 306.0 30 307.0 30 308.0 30 309.0 41 418.0 41 419.0 42 420.0 42 422.0 42 423.0

3 2. 2.40 3 5. 5.60 2 0. 0.10 2 3. 3.90 2 5. 5.90 2 7. 7.90 3 0. 0.00 3 2. 2.00 3 4. 4.50 3 2. 2.00 3 4. 4.30 3 6. 6.60 3 9. 9.90 4 2. 2.70

57.50 75.70 81.70 81.50 81.60 81.70 81.50 81.60 81.40 79.10 78.90 79.10 79.10 79.00

52.0 56.0 43.0 48.0 49.0 51.0 54.0 56.0 59.0 60.0 64.0 65.0 68.0 71.0

30 30.0 30 30.0 29 29.0 29 29.0 29 29.0 30 30.0 30 30.0 30 30.0 32 32.0 37 37.0 37 37.0 38 38.0 38 38.0 38 38.0

140 140 140 140 140 140 140 140 140 140 140 140 140 140

100.0 105.0 90 0..0 95 5..0 95 5..0 100.0 100.0 105.0 105.0 105.0 110.0 110.0 115.0 120.0

28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60 28.60

in x lb/ft

329.20 359.10 201.10 223.90 238.00 253.20 271.50 288.70 313.00 342.40 365.20 387.40 417.30 447.20

DIMENSIONES Distancia

Patín

  Peso

Area

in.

Kg/m

cm ²

1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8 1 1/8

329.2 359.1 201.1 223.9 238.0 253.2 271.5 288.7 313.0 342.4 365.2 387.4 417.3 447.2

419.4 457.4 256.1 285.2 303.2 322.6 345.8 367.8 398.7 436.2 465.2 493.6 531.6 569.7

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

 Af 

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

3540 -

14.9 20.9 19.1 34.7 26.2

3857 -

2.8 3.5 3.5 2.6 2.7

1.17 1.10 0. 0.94 2. 2.74 2.12

470 887 1091 683 920

89 140 167 91 120

4.4 5.4 5.5 6.3 6.3

103 157 190 102 136

161 313 380 91 124

31 49 60 18 25

2.5 3.2 3.3 2.3 2.3

48 75 91 28 38

6.2 7.9 12.9 1.7 3.7

3802.8 10877.1 13702.8 4750.3 6598.9

22-46 4364 3216 -

4.0 2 26 23.8 19.9 46.4 34.7 33.1 35.4

2157 3857 4239 3706

2.1 7 4 4.2 4.2 2.5 2.6 2.6 3.5

11..51 1. 1.11 0. 0.91 3. 3.85 3. 3.08 2. 2.52 1. 1.85

1323116 1723 2223 1282 1648 1998 2576

67 15 9 220 274 128 162 193 249

6.6 5 6.8 6.9 8.2 8.2 8.4 8.7

19 72 7 244 310 145 187 223 279

1 384 8 554 712 87 114 142 332

3 56 1 72 92 17 22 28 50

2 3.5 7 3.8 3.9 2.1 2.1 2.2 3.1

5 76 8 110 140 27 35 44 76

9 4.2 9.9 19.1 1.7 3.7 5.8 7.1

1 203 508 6.6 9 30214.2 40263.9 8253.5 11004.5 13917.4 32736.8

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

bf  6.2 5.7 7.6 6.4 5.9 5.5 5.1 4.8 4.5 6.5 6.1 5.8 5.3 5

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

D A D E S X-X

E J E

Y - Y

J

 Af 

Cw

F´y Kg/cm2

d  t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

4505 3517 4527 3340 -

33.1 32.4 28.3 28.1 26.1 22.9 21.3 17.2 15.8 51.9 43.4 42.1 41.0 42.4 39.7

4239 4424 1724 2466 2620 2763 2583 2947

3.6 4.5 4.5 5.5 5.6 5.6 5.7 5.7 5.8 2.4 2.5 2.6 2.6 3.8 3.9

1. 1 .55 1.20 1. 1.04 0. 0 .91 0. 0 .81 0. 0.72 0. 0.60 0. 0 .52 0. 0 .46 4. 4.67 3. 3 .64 3. 3 .01 2. 2 .54 1. 1.93 1. 1 .60

3134 3446 4079 4579 5286 6077 7659 9490 11321 2239 2686 3409 4008 4912 5994

298 342 398 451 511 582 710 852 990 179 226 265 308 380 457

8.9 8.7 8.8 8.8 8.9 9.0 9.2 9.3 9.4 9.9 10.0 10.3 10.5 10.8 11.0

334 380 446 498 569 652 803 980 1150 206 262 306 354 426 513

407 762 903 1544 1773 2044 2535 3126 3688 91 120 148 176 475 587

61 92 109 152 174 200 246 300 351 18 24 29 35 65 80

3.2 4.1 4 4..1 5.1 5.2 5.2 5.3 5.3 5.4 2.0 2.1 2.1 2.2 3.4 3.5

93 140 166 231 264 303 375 457 536 29 38 46 55 100 123

11.7 14.6 22.5 22.5 32.0 46.6 81.6 139.0 211.0 2.5 4.2 6.7 9.6 10 16.6

40618.6 69350.8 84264.0 142295.0 165791.3 195905.3 249963.4 316991.7 388605.4 13733.8 18317.5 22866.7 27500.0 73567.1 92306.7

Fy´´´

I

S

r

Z

I

S

r

Z

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

 Af 

D A D E S X-X

E J E

Y - Y

J

Cw

cm³

cm4

cm6

3.5 4.9 5.0 5.1 6.5 6.5 6.5 6.6 6.6

145 229 282 333 464 513 574 657 752

25.8 24.1 40.8 62.9 57.9 75.8 103 148 213

111215.6 212062.5 266351.1 323589.3 554287.3 619387.5 710962.7 832804.5 976877.8

6 6..7 7 6.8 1.9 2.0

1807000 1134 31 37

3 41 53 4 629 2.9 4.2

11136835238071..62 1624523.8 21654.9 26027.5

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

3548 3725 4472 -

34.9 33.6 31.5 28.9 29.4 27.3 24.3 22.1 20.0

3813 4114 -

3.9 5.4 5.5 5.5 7.0 7.0 7.0 7.1 7.1

1. 1 .39 1.11 0. 0 .93 0. 0 .80 0.70 0.64 0.59 0.53 0.47

7076 7076 8699 10323 11321 12612 14193 16400 18938

531 574 690 805 895 983 1093 1240 1408

11.1 10.6 10.8 11.0 11.0 11.1 11 11.2 11 11.3 11 11.4

600 636 767 900 990 1 10 091 12 1222 13 1398 16 1600

695 1523 1873 2223 3888 4287 4828 5577 6410

94 151 185 218 306 338 377 433 493

-3818 -

1 17 6..9 3 15.0 59.6 54.5

-1307 1564

7 7..2 2 7.3 2.4 2.4

0 0..4 32 8 0.34 0. 0 .25 4. 4.46

2 22 52 92 37 1 29802 3688 4287

1 16 81 34 5 2065 244 280

11 1 11 11 1..5 7 11 11.8 11.7 11.9

18 1 8 2 21 15 31 0 2 24 409 285 329

7 84 65 11 6 9823 98 117

5 67 50 5 742 20 23

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

 

P R O P I E

D A D E S

Criterio de seccion compacta

r T  

d 

E J E

 Af 

X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

4073 4920 6062 7460 3933 3018 3675 4396 -

51.7 47.3 53.1 47.5 41.7 40.5 36.0 32.9 35.0 33.9 31.1 28.5 26.3 24.3 23.1

1737 2076 1647 2058 2671 2831 3583 4290 3791 4041 -

2.5 2.6 4.4 4.4 4.4 5.4 5.5 5.5 6.9 6.9 8.3 8.4 8.4 8.4 8.5

2. 2 .42 2. 2.83 1.95 1.69 1.44 1.14 1.03 0.93 0.83 0.75 0.66 0.60 0.55 0.50 0.46

5411 6493 8491 9906 11863 12903 14568 16400 17690 19771 22185 24850 27554 30801 34672

349 416 547 633 747 850 952 1060 1157 1278 1440 1596 1753 1934 2147

12.2 1 12 2.5 13.1 13.2 13.3 13.0 13.1 13 3..2 13.3 1 13 3.4 13 1 3.4 13 13.5 13 13.6 13 13.7 13 13.8

4 40 05 480 610 706 839 942 1060 1186 1277 1416 1586 17 1 770 19 1 950 2 21 163 24 2 409

157 194 720 845 1020 1836 2081 2343 3987 4454 7242 8166 8991 10031 11238

31 38 88 102 122 180 203 228 315 351 477 531 587 651 728

2.1 2.2 3.8 3.9 3.9 4.9 4.9 5.0 6.3 6.4 7.7 7.7 7.7 7.8 7.8

49 60 134 157 188 275 311 351 477 533 723 806 890 990 1106

7.5 12 12.5 19.1 30.8 39.5 54.5 74.1 65.8 87.4 90.7 122 160 212 286

35348.6 44292.5 162324.2 192413.3 236902.8 385752.8 441764.9 505266.1 846379.9 960501.6 1550055.2 1752607.3 1960085.0 2218023.6 2530236.0

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

 Af 

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

3888

21.1 18.5 17.0 15.8 14.6 13.6 12.5 11.7 11.0 10.4 10.0 9.5 59.7 54.5 51.3

1303 1564 1765

8.5 8.6 8.7 8.7 8.8 8.9 9.0 9.0 9.1 9.2 9.3 9.4 3.2 3.3 4.4

0.42 0.38 0.34 0.31 0.28 0.26 0.24 0.22 0.21 0.19 0.18 0.17 3. 3 .23 2. 2 .59 2.10

38834 44537 51613 59521 68678 78667 89073 100728 113215 129448 147762 168990 8283 10198 12112

2376 3671 3048 3425 3851 4310 4785 5260 5785 6440 7128 7915 475 578 688

13 13.9 14 14.0 14 14.2 14 1 4.4 14 1 4.6 14 1 4.8 15 1 5.0 15.2 15.4 15.6 16.0 16.3 14.1 14.4 14.6

26 2 687 30 3 048 35 3 507 2982 4506 5096 5703 6325 7014 7882 8800 9881 544 659 775

12529 14360 16566 18897 21519 24516 27638 30884 34464 39000 43704 49531 291 371 816

808 920 1052 1193 1349 1524 1704 1885 2081 2343 2606 2900 46 58 95

7.9 8.0 8 8..0 8.1 8 8..2 8 8..3 8 8..3 8.4 8.5 8.6 8.7 8.8 2.6 2.7 3.8

1231 1400 1606 1819 2065 2343 2606 2900 3212 3605 3998 4490 72 91 147

380 537 770 1074 1482 2031 2693 3488 4495 5952 7700 10114 8.7 15 15.8

2854845.7 3337408.0 3959466.2 4610573.2 5385611.8 6311448.7 7329631.5 8377621.6 9600157.4 11290898.8 13102862.4 15334006.3 84346.5 108674.5 238885.7

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d   Af 

E J E

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

-

49.1 45.5 44.8

1926 2243 2314

4.5 4.5 5.4

1.79 1.59 1.27

14152 16025 17815

796 895 1027

14.8 14.9 1 14 4.8

895 1008 1141

970 1111 1881

113 129 185

3.9 3.9 4.8

174 198 283

23.7 33.3 43.7

285964.6 330400.3 523022.6

--

47 0..6 6 3 37.0 33.8

22 88 15 7 3 3392 4065

5..5 4 5 6.9 6.9

1..0 13 4 1 0.85 0.77

22 05 11 88 7 2 26640 30093

11125725 1511 1688

1 14 4..0 9 1 15 5 15.2 15.3

14 22 87 5 1 1671 1885

24 10 32 9 2 4454 5036

23 14 0 2 352 397

4..9 9 4 6.2 6.2

36 21 1 3 537 605

60 0..7 8 8 91.6 125.7

58 92 97 79 61 5..6 0 6 1261590.6 1444295.7

2855 3405 4121 -

31.5 28.1 31.9 29.2 27.3 24.5 22.7

-

6.9 7.0 10.1 10.2 10.2 10.3 10.3

0.71 0.65 0 0..54 0 0..49 0 0..45 0 0..41 0 0..38

33132 36711 41581 46202 51613 57440 63683

1835 2016 2343 2573 2835 3114 3425

15 15.3 15 15.4 15.6 15.7 15.8 15.8 1 16 6.0

20 2 065 22 2 278 2573 2835 3146 3474 3835

5577 6160 15068 16732 18605 20603 22810

436 480 818 905 1003 1106 1221

6.3 6.3 9.4 9.4 9.5 9.5 9 9..6

665 734 1239 1370 1519 1671 1852

161.5 211.5 169 224 296 390 512

1612701.2 1793879.6 4303571.5 4841238.6 5446652.8 6098735.8 6818914.9

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

 Af 

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

-

21.7 20.1 18.3 17.4 16.0 15.0 13.9 13.0 12.1 11.4 10.8 10.3 10.0 9.4 9.0

-

10.9 10.9 11.0 11.0 11.1 11.2 11.3 11.3 11.4 11.5 11.6 11.7 11.8 11.9 12.0

0 0..34 0 0..32 0 .2 .29 0 .3 .30 0 .2 .25 0 .2 .23 0 .2 .21 0 .2 .20 0 .1 .18 0.17 0.16 0.15 0.15 0.14 0.13

71175 79084 89073 99895 110717 125285 141518 159832 180228 203953 226429 249738 274712 299270 341725

3802 4162 4605 5080 5539 6145 6800 7522 8292 9160 9947 10750 11586 12389 13732

16.1 16.2 16.3 16.5 16.6 16.8 17.0 17.2 17.5 17.7 18.0 18 18.2 18 18.4 1 18 8.6 1 19 9.0

4261 4703 5244 5817 6391 7145 7980 8882 9881 1 11 1012 1 12 2061 1 13 3126 1 14 4240 1 15 5338 1 17 7206

28179 31134 34880 38751 42872 47866 53694 59937 67013 75338 82830 90322 98230 10 1 06555 11 119874

1431 1576 1753 1950 2130 2376 3638 3933 3261 3622 3949 4293 4638 4982 5555

10.1 10.2 10.2 10.3 10.3 10.4 10.5 10.6 10.7 1 10 0.8 1 10 0.8 1 10 0.9 1 11 1.0 1 11 1.1 1 11 1.3

2 21 179 2 23 393 2 26 671 2 29 950 3 32 245 3 36 622 4 40 031 4 44 490 4 49 982 55 53 39 60 06 63 6588 7112 7669 8554

633 824 1103 1448 1856 2477 3292 4329 5660 7409 9240 11363 13777 16441 21394

8497186.5 9523893.7 10909041.8 12305473.1 13844264.8 15794211.2 18178640.6 20780421.6 23887078.7 27671438.3 31077559.2 34822131.9 38685334.0 42942264.4 50156123.7

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

 Af 

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

-

8.5 8.1 7.7 7.3 62.8 57.7

1178 1395

12.2 12.3 12.5 12.7 3.5 3.5

0.12 0.11 0.11 0.10 3. 3 .26 2.57

392505 449528 516125 595210 12529 15609

15256 17042 18845 20975 629 773

1 19 9.4 1 19 9.8 2 20 0.2 2 20 0.8 15.9 16.3

1 19 9337 21 16 631 24 42 253 27 72 202 724 885

13 1 35275 1 53 53173 1 73 73568 1 96 96460 399 516

6194 6932 7735 8636 57 74

1 11 1.4 1 11 1.6 1 11 1.7 1 11 1.9 2.8 3.0

9554 1 10 0684 1 11 1963 1 13 3372 90 115

27887 36212 46618 60353 10.8 19.1

58807086.2 69167182.8 82108512.0 96823346.4 151875.4 198024.3

45-27 -

5 53 2..8 5 46.8 42.8 38.2 41.3 36.3 31.9

1 16 60 84 5 2120 2535 3183 2723 3524 4564

4 4..5 6 4.6 4.7 4.7 7.0 7.0 7.1

2 1..0 78 8 1.60 1.44 1.27 0.95 0.83 0.73

1 28 16 54 67 1 24391 27430 31550 39708 46202 54110

1902660 1191 1327 1511 1917 2196 2540

16 1 16 6..5 8 1 16 6.9 1 17 7.0 1 17 7.1 1 17 7.7 17.8 17.9

11109459 1349 1508 1721 2130 2250 2868

1 10 22 00 3 1365 1548 1794 4953 5744 6768

111355 153 172 198 380 441 515

3..0 9 4 4.0 4.0 4.1 6.2 6.3 6.3

211078 238 267 310 582 674 788

22 2..9 5 3 46.2 63.3 92.4 99.5 148.6 226.9

36 97 23 04 46 3..4 1 4 534054.1 609946.8 713300.9 1962423.3 2305648.6 2745233.5

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

d 

E J E

 A

 

f 

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

-

29.0 59.0 56.8 50.2 50.7 46.4 44.0 40.8 37.3 42.8 38.3 34.7 31.7 29.0

1334 1439 1843 1807 2157 2399 2790 3338 2535 3166 3857 -

7.1 3.8 3.9 3.9 4.9 5.0 5.0 5.0 5.0 7.5 7.5 7.6 7.6 7.7

0.65 2.73 2.23 1.94 1.66 1.50 1.37 1.27 1.18 0.96 0.85 0.76 0.70 0.63

62018 21228 25473 29636 33298 37045 40967 44537 48699 55359 63683 72840 79500 91154

2868 944 1121 1291 1457 1611 1770 1917 2081 2393 2720 3081 3343 3785

18 18.0 17.9 1 18 8.3 18 1 8.4 1 18 8.7 1 18 8.8 1 18 8.9 1 19 9.0 1 19 9.1 1 19 9.6 1 19 9.7 1 19 9.9 19 19.9 20 20.0

32 3 245 1 10 090 1285 1486 1655 1835 2016 2179 2376 2671 3048 3458 37 3 769 42 4 277

7742 637 795 937 1669 1869 2085 2281 2510 6327 7284 8366 9157 10531

585 84 104 122 175 195 218 236 259 452 518 592 646 736

6.4 3.1 3.2 3.3 4.2 4.2 4.3 4.3 4.3 6.6 6.7 6.7 6.8 6.8

900 132 163 192 272 303 338 369 405 692 793 906 991 1132

321.7 21.2 33.7 50.8 51.6 69.1 90.3 114 145 118 171 244 311 441

3190400.8 307187.9 387759.0 460959.4 817001.6 921118.0 1033597.5 1138901.1 1261667.6 3142122.5 3645036.7 4233405.4 4679099.0 5452846.8

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

 Af 

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

-

59.0 54.8 52.0 52.5 49.1 46.7 46.1 37.3 42.7 39.1 36.1 33.6 30.6 59.7 55.2

1334 1546 1717 1685 1926 2129 2684 3338 2547 3038 3564 4114 4960 1303 1524

4.0 4.1 4.2 5.3 5.4 5.4 5.5 5.5 8.3 8.3 8.4 8.4 8.5 4.3 4.3

2.78 2.35 1.95 1.63 1.47 1.36 1.21 1.09 0.86 0.78 0.72 0.67 0.60 2.62 2.25

35088 40957 48699 55359 61602 66597 76170 86160 100728 111133 123204 134026 151091 56191 64516

1337 1549 1819 2081 2294 2474 2802 3146 3720 4080 4474 4834 5391 1868 2147

2 20 0.5 2 20 0.8 2 21 1.2 2 21 1.7 2 21 1.8 2 21 1.9 2 22 2.0 2 22 2.1 22.9 23.0 23.1 23.2 23.3 23 2 3.1 23 2 3.4

15 1 563 1803 2114 2360 2622 2819 3212 3622 4146 4572 5031 5457 6112 2196 2507

862 1036 1274 2393 2693 2939 3388 3867 10323 11405 12695 13860 15650 1211 1436

104 125 153 228 257 279 320 362 660 729 806 877 985 136 161

3.2 3.3 3.4 4.5 4.6 4.6 4.6 4.7 7.3 7.4 7.4 7.4 7.5 3.4 3.5

167 200 243 356 400 436 500 569 1011 1118 1239 1349 1517 218 257

32 47.5 73.7 76.2 102 126 181 251 217 284 374 470 641 49 71

568456.6 688000.2 856923.3 1601531.8 1817668.4 1988292.6 2315019.0 2668666.6 7051003.6 7822873.1 8801048.7 9648891.6 11023415.5 1040341.2 1241221.0

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad.

: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

 Af 

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

-4111 -

54 7..4 2 5 51.3 47.2 48.1 44.1 40.5 38.1 35.5 58.1 54.9 52.6 47.9 45.3

15 46 19 9 1 1765 2085 2007 2388 2831 3199 3685 1376 1541 1679 2024 2263

5..8 7 5 5.9 5.9 8.5 8.6 8.6 8.7 8.8 6.3 6.4 6.5 6.6 9.3

1..5 74 8 1 1.37 1.21 0.99 0.87 0.78 0.69 0.62 1.65 1.42 1.28 1.15 0.79

77 64 10 78 0 8 98647 112382 129031 147345 167324 190633 215191 118626 136107 150675 170238 234337

28 58 24 4 2 3212 3638 4228 4769 5391 6080 6784 3490 3982 4375 4900 6735

24 24 4..6 3 2 24 2 24 4.9 25 2 5.1 25.6 25.7 25.9 26.2 26.4 27 2 7.2 27 2 7.7 27 2 7.9 28 2 8.0 29.0

22 97 07 0 3 3671 4162 4736 5359 6063 6850 7669 3998 4556 4998 5621 7554

24 93 34 0 3 3929 4537 10780 12362 14152 16275 18439 4412 5161 5786 6618 18439

20 52 7 3 343 395 667 762 869 991 1121 347 406 456 516 1041

4..9 7 4 5.0 5.0 7.4 7.5 7.5 7.6 7.7 5.3 5.4 5.5 5.5 8.2

46 09 1 4 534 615 1023 1170 1336 1527 1721 544 636 711 808 1598

17182 154 219 196 280 395 558 770 117 168 220 305 454

29 59 35 35 43 33 6..9 3 2 3447086.1 4012829.5 9441814.2 10919087.6 12635109.4 14662151.2 16811537.4 4829451.2 5707524.2 6433389.9 7413754.3 20705523.7

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d 

E J E

 Af 

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

-

41.8 38.4 57 54.7 53.1 51.6 49.3 46.5 43.2 39.9 59.7 57.1 55 52.7 47.1

2658 3149 1429 1552 1647 1744 1911 2148 2488 2917 1303 1424 1535 1672 2093

9.4 9.4 6.5 6.6 6.7 6.8 6.8 10.0 10.1 10.1 7.2 7.3 7.4 7.5 10.5

0.72 0.65 1.67 1.48 1.32 1.21 1.13 0.75 0.68 0.61 1.52 1.32 1.18 1.08 0.73

261392 290945 166076 186055 205201 223100 240165 341309 381683 428717 245576 279290 310091 339644 478665

7456 8226 4408 4900 5391 5817 6227 8833 9800 10865 5883 6653 7341 7980 11209

20687 23100 5328 6077 6826 7534 8158 24891 28012 31509 7784 9074 10240 11363 31176

1162 1291 401 457 513 564 610 1308 1467 1639 534 621 700 773 1560

8.2 8.3 5.3 5.5 5.6 5.7 5.7 8.7 8.8 8.9 5.9 6.1 6.2 6.3 9.0

1786 2000 633 719 806 885 957 2016 2261 2524 841 975 1096 1211 2409

612 812 157 208 268 333 405 637 857 1161 221 307 404 516 853

23466141.2 26374750.7 7215390.7 8290208.3 9354899.2 10437064.2 11307582.7 34621315.7 39276410.2 44617276.5 12963910.3 15190213.8 17280679.9 19297375.0 53150843.2

29.2 8390 29.5 9291 29 2 9.7 5113 30 3 0.2 5670 30 3 0.5 6194 30.7 6686 31.0 7161 32.3 9914 32.5 11 11028 32 32.8 1 2 22 274 33.0 6801 33.5 7653 34.0 8423 34.3 9160 35 35.6 1 12 2651

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

IR L I RECTANGULAR NUAL I.M.C.A.

NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

  Criterio de seccion compacta

P R O P I E r T

 

d   Af 

E J E

D A D E S X-X

E J E

Y - Y

J

Cw

F´y Kg/cm2

d 

Fy´´´

I

S

r

Z

I

S

r

Z

t w 

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm ³

cm4

cm³

cm

cm³

cm4

cm6

-

43.8 41.2 59.3

2421 2736 1321

10.5 10.6 7.4

0.66 0.61 1.48

532774 591047 324659

12405 35 35.8 14011 13585 35 35.8 1 5 53 387 7194 35.6 8341

34963 28793 9365

1737 1934 618

9.1 9.2 6.0

2687 2982 978

1145 1490 291

60157002.2 49875937.1 18250334.3

-

57.4 55.4 53.2

1410 1513 1641

7.6 7.7 7.7

1.25 1.16 1.08

376272 405824 437042

8259 8882 9504

11238 12279 13319

739 805 872

6.3 6.4 6.4

1162 1267 1373

420 516 629

22109259.4 24266337.2 26440186.5

36.3 36.6 36.8

9521 10 10225 10 10947

50.1 47.7 44.2 47.1 45.1 43.2 41.3 38.9

-

1850 2041 2377 2085 2283 2488 2723 3069

7.7 7.8 7.8 10.9 11.0 11.0 11.1 11.2

1.00 0.94 0.87 0.68 0.64 0.60 0.55 0.52

470400 503638 549424 624345 670130 720078 786675 844947

10 02 209 10881 11782 13716 14666 15617 16879 18190

36 36.8 37 37.0 37 37.1 37 37.8 38 38.1 38 38.1 38 38.4 3 8. 8.6

1 11 1766 1 12 2569 1 13 3650 15 54 453 16 65 551 17 76 698 19 91 173 20648

14443 15609 17107 39126 42039 45369 49950 54110

944 1014 1106 1868 2016 2163 2360 2556

6.5 6.5 6.6 9.5 9.5 9.6 9.7 9.7

1486 1601 1753 2884 3114 3343 3654 3950

766 924 1165 1190 1440 1727 2190 2672

28793889.8 31257998.1 34449488.5 75747936.0 81702259.5 88714923.7 98491611.0 107223576.5

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 DESIGNACION mm. x mm*.

b/t

Peso

k

R

g

g1

kg/m

cm

cm

cm

cm

Sujetadores g2 Diametro maximo Espac. recom. cm cm in cm

in

x

in

3.00 5.00 3.00 5.00

3/4 3/4 7/8 7/8

x x x x

1/ 8 3/ 16 1/ 8 3/ 16

6.333 3.800 7.333 4.400

0.88 1.25 1.04 1.49

1.11 1.27 1.11 1.27

0.32 0.32 0.32 0.32

1.10 1. 1.10 1.20 1. 1.20

-

-

0.63 0.63 0.63 0.63

1/ 1/ 1/ 1/

4 4 4 4

2.00 2.00 2.00 2.00

2 25 5 xx 3 5..0 00 0 25 x 6.00 32 x 3.00 32 x 5.00

1 1 1 1 1/4 1 1/4

xx x x x

31// 186 1/ 4 1/ 8 3/ 16

8..0 30 30 3 5 4.167 10.667 6.400

1 1..1 79 3 2.22 1.50 2.20

11..2117 1.43 1.11 1.27

0 0..3 32 2 0.32 0. 0.47 0. 0.47

1 1..4 40 0 1.40 1. 1.80 1. 1.80

--

--

0 0..9 95 5 0.95 1.27 1.27

3 3// 3/ 1/ 1/

8 8 8 2 2

3 3..0 00 0 3.00 4.00 4.00

19 19 22 22

x x x x

CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

31

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 DESIGNACION mm. x mm*.

in

x

b/t in

Peso

k

R

g

g1

kg/m

cm

cm

cm

cm

Sujetadores g2 Diametro maximo Espac. recom. cm cm in cm

32 38 38 38 38 38 44 44 44 44

x x x x x x x x x x

6.00 3.00 5.00 6.00 8.00 10.00 3.00 5.00 6.00 8.00

1 1/4 1 1/2 1 1/2 1 1/2 1 1/2 1 1/2 1 3/4 1 3/4 1 3/4 1 3/4

x x x x x x x x x x

1/ 4 1/ 8 3/ 16 1/ 4 5/ 16 3/ 8 1/ 8 3/ 16 1/ 4 5/ 16

5.333 12.667 7.600 6.333 4.750 3.800 14.667 8.800 7.333 5.500

2.86 1.83 2.68 3.48 4.26 4.99 2.14 3.15 4.12 5.04

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

1.43 1.11 1.27 1.43 1.59 1.75 1.11 1.27 1.43 1.59

0. 0.47 0. 0.47 0. 0.47 0. 0.47 0. 0.47 0. 0.47 0. 0.63 0. 0.63 0. 0.63 0. 0.63

1. 1.80 2. 2.00 2. 2.00 2. 2.00 2. 2.00 2. 2.00 2. 2.50 2. 2.50 2. 2.50 2. 2.50

-

-

1.27 1.27 1.27 1.27 1.27 1.27 1.59 1.59 1.59 1.59

1/ 1/ 1/ 1/ 1/ 1/ 5/ 5/ 5/ 5/

2 2 2 2 2 2 8 8 8 8

4.00 4.00 4.00 4.00 4.00 4.00 5.00 5.00 5.00 5.00

32

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 DESIGNACION mm. 51 51 51 51 51 64 64 64 64 64

x x x x x x x x x x x

mm*. 3.00 5.00 6.00 8.00 10.00 4.00 5.00 6.00 8.00 10.00

in 2 2 2 2 2 2 1/2 2 1/2 2 1/2 2 1/2 2 1/2

x x x x x x x x x x x

b/t in 1/ 8 3/ 16 1/ 4 5/ 16 3/ 8 5/ 32 3/ 16 1/ 4 5/ 16 3/ 8

17.000 10.200 8.500 6.375 5.100 16.000 12.800 10.667 8.000 6.400

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

Peso

kg/m 2. 2 .46 3.63 4.75 5.83 6.99 3.83 4.61 6.10 7.44 8.78

k

R

g

cm cm cm 1.11 0.63 3.00 1.27 0.63 3.00 1.43 0.63 3.00 1.59 0.63 3.00 1.75 0.63 3.00 1.11 0. 0 .63 3. 3 .50 1.27 0. 0.63 3. 3 .50 1.43 0. 0.63 3. 3.50 1.59 0. 0.63 3. 3.50 1.75 0. 0.63 3. 3.50

g1 cm -

Sujetadores g2 Diametro maximo Espac. recom. cm cm in cm 1.59 5/ 8 5.00 1.59 5/ 8 5.00 1.59 5/ 8 5.00 1.59 5/ 8 5.00 1.59 5/ 8 5.00 1.90 3/ 4 6.00 1.90 3/ 4 6.00 1.90 3/ 4 6.00 1.90 3/ 4 6.00 1.90 3/ 4 6.00

33

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 DESIGNACION mm. 76 76 76 76 76 76 76 89 89 89

x x x x x x x x x x x

mm*. in 5.00 3 6.00 3 8.00 3 10.00 3 11.00 3 13.00 3 16.00 3 5.00 3 1/2 6.00 3 1/2 8.00 3 1/2

x x x x x x x x x x x

b/t in 3/ 16 1/ 4 5/ 16 3/ 8 7/ 16 1/ 2 5/ 8 3/ 16 1/ 4 5/ 16

15.200 12.667 9.500 7.600 6.909 5.846 4.750 17.800 14.833 11.125

Peso

k

R

g

kg/m cm cm cm 5.52 1.27 0.79 4.50 7. 7 .29 1.43 0.79 4.50 9.08 1.59 0.79 4.50 10.72 1.75 0.79 4.50 12.35 1.91 0.79 4. 4.50 13.99 2.06 0.79 4.50 17.11 2.70 0.79 4.50 6.55 1.27 0. 0.84 5. 5 .00 8.63 1.43 0. 0.83 5. 5.00 10 1 0.71 1. 1 .59 0. 0 .81 5.00

CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

g1 cm -

Sujetadores g2 Diametro maximo Espac. recom. cm cm in cm 2.22 7/ 8 7.00 2.22 7/ 8 7.00 2.22 7/ 8 7.00 2.22 7/ 8 7.00 2.22 7/ 8 7.00 2.22 7/ 8 7.00 2.22 7/ 8 7.00 2.22 7/ 8 7.00 2.22 7/ 8 7.00 2.22 7/ 8 7.00

34

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 DESIGNACION in 3/ 8 1/ 2

10 02 2 1 102 102 102 102 102 127

51// 146 3/ 8 7/ 16 1/ 2 5/ 8 3/ 4 3/ 8

6..0 00 0 8 10.00 11.00 13.00 16.00 19.00 10.00

4 4 4 4 4 4 4 5

xx x x x x x x

cm -

12 7..7 05 00 1 0 10.200 9.273 7.846 6.375 5.368 12.700

9. 19 2.8.220 14.58 16.82 19.05 23.36 27.53 1 18 8.30

-4. 4.50

-5. 5.00

b/t

mm. x mm*. in x 89 x 10.00 3 1/2 x 89 x 13.00 3 1/2 x xx x x x x x x

8.900 6.846

kg/m cm cm cm 12.65 1. 1.75 0. 0.80 5. 5 .00 16.52 2. 2.06 0. 0.76 5. 5 .00

Sujetadores g2 Diametro maximo Espac. recom. cm cm in cm 2.22 7/ 8 7.00 2.22 7/ 8 7.00

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

Peso

k

1 1..5 79 5 1.91 2.06 2.22 2.54 2.86 2. 2.22

R

0 5 0..9 95 0.95 0.95 0.95 0.95 0.95 1. 1.27

g

66. 00 0 6..0 6. 6.00 6. 6.00 6.00 6.00 6.00 7. 7.00

g1

35

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

2..2 22 2 2 2.22 2.22 2.22 2.22 2.22 2. 2.54

7// 7 7/ 7/ 7/ 7/ 7/ 1

8 8 8 8 8 8 8

7..0 00 0 7 7.00 7.00 7.00 7.00 7.00 8.00

 DESIGNACION mm. 127 127 127 127 152 152 152 152 152 152

x x x x x x x x x x x

mm*. 11.00 13.00 16.00 19.00 10.00 11.00 13.00 14.00 16.00 19.00

in 5 5 5 5 6 6 6 6 6 6

x x x x x x x x x x x

b/t in 7/ 16 1/ 2 5/ 8 3/ 4 3/ 8 7/ 16 1/ 2 9/ 16 5/ 8 3/ 4

11.545 9.769 7.938 6.684 15.200 13.818 11.692 10.857 9.500 8.000

Peso

k

R

g

g1

g2

kg/m cm cm cm cm cm 21 21.28 2. 2.38 1. 1.27 7. 7 .00 4. 4.50 5. 5.00 24.11 2. 2.54 1. 1.27 7. 7.00 4. 4.50 5. 5.00 29.76 2. 2.86 1. 1.27 7. 7.00 4. 4.50 5. 5.00 35.12 3. 3.18 1. 1.27 7. 7.00 4. 4.50 5. 5.00 2 22 2.17 2. 2.22 1. 1.27 9. 9.00 6. 6.00 6. 6.00 25 25.60 2. 2.38 1. 1.27 9. 9 .00 6. 6.00 6. 6.00 29 29.17 2. 2.54 1. 1.27 9. 9 .00 6. 6.00 6. 6.00 32 32.59 2.7 1.27 9.00 6. 6 .00 6. 6.00 36.01 2. 2.86 1. 1.27 9. 9.00 6. 6.00 6. 6.00 42.71 3. 3.18 1. 1.27 9. 9.00 6. 6.00 6. 6.00

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

Sujetadores Espac. Diametro maximo recom. cm in cm 2. 2.54 1 8.00 2. 2.54 1 8.00 2. 2.54 1 8.00 2. 2.54 1 8.00 2. 2.54 1 8.00 2. 2.54 1 8.00 2. 2.54 1 8.00 2. 2 .54 1 8.00 2. 2.54 1 8.00 2. 2.54 1 8.00

36

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Sujetadores  DESIGNACION mm. x mm*. 152 x 22.00 152 x 25.00

in 6 6

x x x

b/t in 7/ 8 1

6.909 6.080

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

Peso

k

R

g

kg/m 49.26 55.66

cm 3.5 3.81

cm 1.27 1.27

cm 9. 9.00 9. 9.00

g1

g2

Diametro maximo recom. Espac. cm cm cm in cm 6. 6.00 6. 6.00 2. 2.54 1 8.00 6.00 6.00 2.54 1 8.00

37

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Valores Geom. para el Mnto debido a la excentricidad de la placa EJE W - W EJE Z - Z

Factor de reduccion para pandeo local Area

tg

Q

Q

Q

cm²

A-7

A-36

A-50

cm.

1.11 1.59 1.32 1.9 1.52 2.21 2.8

1.00 1.00 1.00 1.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00 1.00 1.00

1.93 2.79

1.00 1.00

1.00 1.00

1.00 1.00

E J E

X-X y

dw

Ew

dz

Ez Ez

I

S

r

in.

cm.

cm.

cm.

cm.

cm4

cm³

cm

0.318 0.476 0.318 0.476 0.476 0.635 0.635

1/8" 3/16" 1/8" 3/16" 3/16" 1/4" 1/4"

1.344 1.344 1.555 1.555 1.767 1.767 1.767

0.560 0.841 0.891 0.947 1.053 1.110 1.110

0.821 0.933 0.933 1.047 1.074 1.145 1.216

0.783 0.428 0.266 0.436 0.357 0.484 0.555

0.37 0.50 0.58 0.79 0.92 1.25 1.54

0.28 0.39 0.38 0.54 0.51 0.72 0.92

0.58 0.56 0.66 0.66 0.79 0.76 0.74

0.476 0.635

3/16" 1/4"

2.262 2.262

1.301 1.357

1.258 1.371

0.293 0.462

1.83 2.54

0.80 1.16

0.97 0.97

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

 

38

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Valores Geom. para el Mnto debido a la excentricidad de la placa EJE W - W EJE Z - Z

Factor de reduccion para pandeo local Area

Q

Q

Q

A-7 1.00 1.00 1.00 1.00 1.00 1.00 0.96 1.00 1.00 1.00

A-36 1.00 1.00 1.00 1.00 1.00 1.00 0.94 1.00 1.00 1.00

A-50 1.00 0.94 1.00 1.00 1.00 1.00 0.87 1.00 1.00 1.00

tg

E J E

dw

Ew

dz

Ez Ez

I

cm. 2.262 2.686 2.686 2.686 2.686 2.686 3.111 3.111 3.111 3.111

cm. 1.413 1.513 1.569 1.626 1.682 1.738 1.726 1.782 1.894 1.950

cm. 1.442 1.513 1.583 1.682 1.753 1.838 1.725 1.838 1.909 1.979

cm. 0.59 0.336 0.462 0.617 0.745 0.886 0.335 0.505 0.688 0.814

cm 3.21 3.25 4.58 5.83 6.66 7.91 5.41 7.49 9.57 11.24

X-X y S

r

cm³ 1.49 1.18 1.64 2.20 2.62 3.11 1.64 2.29 3.11 3.77

cm 0.94 1.17 1.17 1.14 1.12 1.12 1.40 1.37 1.35 1.32

4

cm² 3.72 2.34 3.43 4.4 5.4 6.34 2.74 4.03 5.2 6.39

cm. 0.794 0.476 0.635 0.794 0.953 1.111 0.476 0.635 0.953 1.111

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

in. 5/16" 3/16" 1/4" 5/16" 3/8" 7/16" 3/16" 1/4" 3/8" 7/16"

39

 

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Valores Geom. para el Mnto debido a la excentricidad de la placa EJE W - W EJE Z - Z

Factor de reduccion para pandeo local Area cm² 3.1 4.61 6.06 7.42 8.77 4.88 5.81 7.68 9.48 11.16

Q

Q

Q

A-7 0.90 1.00 1.00 1.00 1.00 0.93 1.00 1.00 1.00 1.00

A-36 0.88 1.00 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00

A-50 0.80 1.00 1.00 1.00 1.00 0.83 0.94 1.00 1.00 1.00

tg

cm. 0.476 0.794 0.953 1.270 1.270 0.635 0.794 0.953 1.270 1.429

in. 3/16" 5/16" 3/8" 1/2" 1/2" 1/4" 5/16" 3/8" 1/2" 9/16"

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

E J E

X-X y

dw

Ew

dz

Ez Ez

I

S

r

cm. 3.606 3.606 3.606 3.606 3.606 4.525 4.525 4.525 4.525 4.525

cm. 1.973 2.086 2.142 2.254 2.254 2.49 2.546 2.602 2.715 2.771

cm. 1.979 2.050 2.121 2.192 2.305 2.446 2.474 2.587 2.658 2.729

cm. 0.342 0.525 0.652 0.836 0.949 0.405 0.489 0.658 0.841 0.969

cm4 7.91 11.45 14.57 17.46 19.98 19.44 22.89 29.14 35.38 40.79

cm³ 2.13 3.11 4.10 4.92 5.74 4.21 4.92 6.39 7.87 9.34

cm 1.60 1.57 1.55 1.52 1.50 1.98 1.98 1.96 1.93 1.91

 

40

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Factor de reduccion para pandeo local Area cm² 7.03 9.29 11.48 13.61 15.68 17.74

Q

Q

Q

A-7 0.95 1.00 1.00 1.00 1.00 1.00

A-36 0.94 1.00 1.00 1.00 1.00 1.00

A-50 0.85 0.94 1.00 1.00 1.00 1.00

Valores Geom. para el Mnto debido a la excentricidad de la placa EJE W - W EJE Z - Z tg

cm. 0.794 1.111 1.270 1.429 1.746 1.905

in. 5/ 16 7/16" 1/2" 9/16" 11/16" 3/4"

E J E

X-X y

dw

Ew

dz

Ez Ez

I

S

r

cm. 5.374 5.373 5.373 5.373 5.373 5.373

cm. 2.968 3.083 3.139 3.196 3.308 3.364

cm. 2.942 3.012 3.125 3.196 3.266 3.337

cm. 0.535 0.714 0.884 1.011 1.193 1.32

cm4 40.01 51.60 62.90 73.30 82.80 92.40

cm³ 7.22 9.50 11.60 13.60 15.60 17.50

cm 2.39 2.36 2.34 2.31 2.31 2.29

 

21.68 8.36 10.90 13.48

1.00 0.88 0.96 1.00

1.00 0.86 0.94 1.00

1.00 0.78 0.87 0.98

2.223 0.794 1.111 1.270

7/8 5/16" 7/16" 1/2"

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

5.373 6.293 6.293 6.293

3.447 3.431 3.543 3.600

3.521 3.394 3.478 3.549

1.617 0.524 0.72 0.847

109.10 64.36 83.66 101.95

21.30 9.92 13.01 16.00

2.24 2.78 2.77 2.74

41

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Valores Geom. para el Mnto debido a la excentricidad de la placa EJE W - W EJE Z - Z

Factor de reduccion para pandeo local Area

tg

Q

Q

Q

cm² 16.00 20.97 12.52 15.48 18.45

A-7 1.00 1.00 0.90 1.00 1.00

A-36 1.00 1.00 0.88 0.99 1.00

A-50 1.00 1.00 0.80 0.94 1.00

cm. 1.588 2.064 1.111 1.270 1.588

21.35 24.19 29.74 35.10 23.29

1.00 1.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 1.00

1.00 1.00 1.00 1.00 0.93

1.905 2.064 2.540 3.016 1.588

E J E

X-X y

dw

Ew

dz

Ez Ez

I

S

r

in. 5/8" 13/16" 7/16" 1/2" 5/8"

cm. 6.293 6.293 7.212 7.212 7.212

cm. 3.712 3.881 4.004 4.060 4.172

cm. 3.634 3.804 3.917 4.016 4.087

cm. 1.045 1.375 0.699 0.854 1.038

cm4 119.46 151.51 124.90 154.40 181.50

cm³ 18.84 24.41 17.20 21.10 24.90

cm 2.72 2.69 3.18 3.15 3.12

3/4" 13/16" 1" 1 3/16" 5/ 8

7.212 7.212 7.212 7.212 8.980

4.285 4.341 4.509 4.678 5.052

4.157 4.228 4.412 4.553 4.992

1.220 1.347 1.700 2.009 1.064

206.90 231.40 277.20 318.80 363.80

28.70 32.30 39.30 46.00 39.70

3.12 3.10 3.05 3.02 3.96

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

 

42

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Factor de reduccion para pandeo local Area

Q

Q

Q

Valores Geom. para el Mnto debido a la excentricidad de la placa EJE W - W EJE Z - Z tg

dw

Ew

dz

Ez Ez

E J E I

X-X y S

4

r

 

cm 26.97 30.65 37.81 44.77 28.13 32.65 37.1 41.48 45.87 54.45

A 7 1.00 1.00 1.00 1.00 0.95 0.98 1.00 1.00 1.00 1.00

A 36 1.00 1.00 1.00 1.00 0.94 0.97 1.00 1.00 1.00 1.00

A 50 0.97 1.00 1.00 1.00 0.86 0.90 0.97 0.99 1.00 1.00

cm. 1.905 2.223 2.699 #REF! 1.746 1.905 2.223 2.540 2.699 3.175

in. 3/ 4 7/ 8 1 1/ 16 #REF! 11/16" 3/4" 7/8" 1" 1 1/16" 1 1/4"

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

cm. cm. cm. cm. 8.980 5.164 5.063 1.246 8.980 5.276 5.134 1.429 8.980 5.444 5.317 1.782 #REF! #REF! #REF! #REF! 10.747 5.998 5.883 1.12 10.747 10.250 5.967 1.260 10.747 6. 6.167 6.038 1.444 10.747 6. 6.279 6.137 1.655 10.747 6.336 6.208 1.782 10.747 6.504 6.392 2.135

cm 417.10 468.30 565.30 655.20 640.60 735.90 828.7 918.6 1005.6 1171.7

cm 45.70 51.60 63.30 74.20 57.80 66.70 75.5 84.2 92.8 109.1

cm 3.94 3.91 3.86 3.81 4.78 4.75 4.72 4.7 4.67 4.65

43

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Valores Geom. para el Mnto debido a la excentricidad de la placa EJE W - W EJE Z - Z

Factor de reduccion para pandeo local Area cm² 62.77 70.97

Q

Q

Q

A-7 1.00 1.00

A-36 1.00 1.00

A-50 1.00 1.00

tg

cm. 3.651 4.128

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

dw in. 17/16" 1 5/8"

Ew

cm. cm. 10.747 6.673 10.747 6. 6 .842

E J E

X-X y

dz

Ez Ez

I

S

r

cm. 6.533 6.675

cm. 2.444 2.755

cm4 1328.6 1476

cm³ 125 140

cm 4.6 4.57

44

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

LI  ANGULO DE LADOS IGUALES  MANUAL IMCA NOTA NOT A :Los :Los pe perfiles rfiles sombreado sombreadoss no son son de fabricació fabricación n com común, ún, por por lo q que ue se reco recomien mienda da co consul nsultar tar a ssu u pro provv

 

:R

PROPIEDADES  

YY

E J E

W-W

E J E

S

r

ew

I

cm

4

cm

cm³

cm

0.58 0.66 0.66 0.74 0.76 0.81 0.86 0.89 0.97

0.58 0.83 0.90 1.23 1.24 2.08 2.49 2.91 3.74

0.43 0.62 0.58 0.79 0.69 1.16 1.39 1.30 1.67

0.73 0.72 0.82 0.81 0.93 0.93 0.91 1.19 1.19

x=y

I

J

Z-Z

Cw

Radio Pode larGiro 

S

r

e z

cm

4

cm

cm³

cm

cm

cm

cm

ro cm.

1.34 1.34 1.56 1.56 1.79 1.79 1.79 2.24 2.24

0.16 0.17 0.26 0.35 0.41 0.41 0.83 0.83 0.83

0.19 0.18 0.28 0.33 0.38 0.36 0.69 0.66 0.61

0.38 0.38 0.48 0.48 0.48 0.48 0.48 0.6 0.6

0.82 0.93 0.93 1.05 1.07 1.14 1.21 1. 1 .25 1. 1 .37

0.03 0.14 0.04 0.16 0.04 0.19 0.32 0.05 0.25

0.0080 0.0312 0.0129 0.0515 0.0195 0.0791 0.1278 0.043 0.178

1.018 0.982 1.183 1.162 1.412 1.335 1.314 1.730 1.708

CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

4

6

45

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

LI  ANGULO DE LADOS IGUALES  MANUAL IMCA NOTA NOT A :Los :Los pe perfiles rfiles sombreado sombreadoss no son son de fabricació fabricación n com común, ún, por por lo q que ue se reco recomien mienda da co consul nsultar tar a ssu u pro provv *: R

PROPIEDADES  

YY

E J E

W-W

E J E

J

Z-Z

Cw

x=y

I

S

r

ew

I

S

cm 1.02 1.07

cm4 4.99 5.41

cm³ 2.23 2.01

cm 1.16 1.47

cm 2.24 2.69

cm4 1.24 1.24

cm³ 0.86 0.82

cm cm 0.6 1. 1 .44 0.73 1.51

cm4 0.42 0.07

cm6 0.293 0.073

cm. 1.675 2.105

1.12 1.19 1.24 1.30 1.22 1.30 1.35 1.40

7.07 8.74 10.40 12.07 8.73 11.65 14.56 17.48

2.63 3.24 3.86 4.48 2.78 3.71 4.64 5.56

1.44 1.42 1.39 1.37 1.72 1.70 1.67 1.65

2.69 2.69 2.69 2.69 3.14 3.14 3.14 3.14

1.66 2.49 2.91 3.33 2.08 2.91 3.74 4.57

1.05 1.48 1.66 1.82 1.21 1.59 1.97 2.32

0.73 0.73 0.73 0.73 0.86 0.86 0.86 0.86

0.30 0.50 1.16 2.20 0.08 0.35 0.59 1.37

0.311 0.515 1.118 1.997 0.115 0.496 0.827 1.820

2.062 2.045 1.980 1.943 2.492 2.441 2.419 2.342

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

r

e z

Radio de Giro Polar  

1.58 1.68 1.75 1.83 1.72 1.83 1.90 1.97

ro

46

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

LI  ANGULO DE

LADOS IGUALES  MANUAL IMCA NOTA NOT A :Los :Los pe perfiles rfiles sombreado sombreadoss no son son de fabricació fabricación n com común, ún, por por lo q que ue se reco recomien mienda da co consul nsultar tar a ssu u pro provv *: R

PROPIEDADES  

YY

E J E

x=y

I

cm 1.40 1.45 1.50 1.55 1.63 1.73 1.75 1.83 1.88 1.93

cm 12.49 17.48 22.47 26.63 30.80 31.10 36.62 45.36 55.35 64.09 4

W-W

E J E

S

r

ew

I

cm³ 3.48 4.88 6.27 7.43 8.60 6.93 8.15 10.10 12.32 14.27

cm 1.97 1.95 1.93 1.90 1.87 2.52 2.46 2.43 2.41 2.38

cm 3.58 3.58 3.58 3.58 3.58 4.49 4.49 4.49 4.49 4.49

cm 3.32 4.57 5.82 7.07 8.32 7.84 9.15 11.65 14.56 17.06 4

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

J

Z-Z

S

r

e z

cm³ 1.68 2.28 2.77 3.24 3.61 3.20 3.70 4.58 5.51 3.29

cm 0.99 0.99 0.99 0.99 0.99 1.24 1.24 1.24 1.24 1.24

cm 1.97 2.00 2.10 2.18 2.30 2.45 2.47 2.54 2.64 2.71

Cw

Radio de Giro Polar   ro

cm 0.09 0.40 0.69 1.60 3.07 0.26 0.51 0.88 2.05 3.93 4

cm 0.182 0.792 1.327 2.953 5.41 0.85 1.62 2.72 6.14 11.41 6

cm. 2.868 2.795 2.773 2.696 2.656 3.539 3.518 3.516 3.442 3.376

47

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

LI  ANGULO DE LADOS IGUALES  MANUAL IMCA NOTA NOT A :Los :Los pe perfiles rfiles sombreado sombreadoss no son son de fabricació fabricación n com común, ún, por por lo q que ue se reco recomien mienda da co consul nsultar tar a ssu u pro provv *: R

PROPIEDADES  

YY

E J E

x=y

I

cm 2.08 2.13 2.21 2.26 2.31 2.36 2.49 2.40 2.46 2.51

cm 64.38 78.66 96.98 112.79 128.19 142.76 158.16 102.84 133.53 162.49 4

W-W

E J E

S

r

ew

I

cm³ 11.97 14.62 18.02 20.96 23.82 26.53 29.39 16.38 21.26 25.87

cm 3.03 2.94 2.92 2.89 2.87 2.84 2.82 3.51 3.50 3.47

cm 5.38 5.38 5.38 5.38 5.38 5.38 5.38 6.29 6.29 6.29

cm 16.12 20.39 24.97 29.55 33.71 38.29 42.45 25.88 33.79 41.41

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

4

J

Z-Z

S

r

e z

cm³ 5.48 6.86 8.21 9.41 10.34 11.53 12.05 7.63 9.71 11.66

cm 1.51 1.49 1.47 1.47 1. 1.47 1. 1.47 1. 1.47 1.76 1.76 1. 1.75

cm 2.94 2.97 3.04 3 3..14 3. 3.26 3. 3.32 3. 3.52 3.39 3.48 3. 3.55

cm 0.61 1.05 2.46 4.73 6.26 10.18 18.57 0.72 1.24 2.90 4

48

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Cw

Radio de Giro Polar  

cm 2.76 4.67 10.62 19.88 25.91 40.97 71.55 4.49 7.63 17.47

ro cm. 4.252 4.220 4.185 4.107 4.107 4.042 3.972 4.970 4.968 4.891

6

LI  ANGULO DE LADOS IGUALES  MANUAL IMCA NOTA NOT A :Los :Los pe perfiles rfiles sombreado sombreadoss no son son de fabricació fabricación n com común, ún, por por lo q que ue se reco recomien mienda da co consul nsultar tar a ssu u pro provv *: R

PROPIEDADES  

YY

E J E

W-W

E J E

S

r

ew

I

cm 191.20 238.09 191.89 239.33 283.03 322.99 361.28 433.71

cm³ 30.44 37.91 26.72 33.33 39.41 44.98 50.31 60.40

cm 3.47 3.37 3.96 3.93 3.91 3.88 3.86 3.81

cm 6.29 6.29 7.18 7.18 7.18 7.18 7.18 7.18

497.39 579.60

69.27 64.60

3.75 4.99

7.18 8.96

x=y

I

cm 2.57 2.69 2.77 2.84 2.89 2.94 2.99 3.12 3.22 3.53

4

J

Z-Z

Cw

Radio de Giro Polar  

S

r

e z

cm 50.22 61.59 48.10 61.60 73.25 83.66 94.48 115.71

cm³ 13.87 16.21 12.30 15.36 18.17 20.15 22.44 26.35

cm 1. 1.74 1. 1.73 2. 2.00 2. 2.00 1. 1.98 1. 1.98 1 .9 .98 1 .9 .98

cm 3. 3.63 3. 3.80 3. 3.91 4. 4.01 4. 4.03 4. 4.15 4. 4.21 4. 4.39

cm 5.60 12.08 1.43 3.35 6.47 8.56 13.99 25.67

cm 32.93 68.54 11.64 26.77 50.70 66.45 106.31 189.00

cm. 4.834 4.772 5.694 5.635 5.558 5.558 5.493 5.419

136.10 148.00

29.97 29.80

1 .9 .95 2 .5 .52

4. 4.54 4. 4.97

42.30 8.13

301.59 100.88

5.343 7.052

4

CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

ro 4

6

49

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

LI  ANGULO DE LADOS IGUALES  MANUAL IMCA NOTA NOT A :Los :Los pe perfiles rfiles sombreado sombreadoss no son son de fabricació fabricación n com común, ún, por por lo q que ue se reco recomien mienda da co consul nsultar tar a ssu u pro provv *: R

PROPIEDADES  

YY x=y cm 3.58 3.63 3.76 3.86 4.16 4.22 4.27 4.34 4.39 4.52

E J E I

S

cm³ cm4 662.90 74.00 746.50 83.30 897.30 100.50 1035.50 11 115.60 1018.60 94.60 1173.50 1 09 09.00 1326.1 123.3 1464.6 136 1604.8 149.2 1859.2 172.7

W-W

E J E

J

Z-Z

r

ew

I

S

r

e z

cm 4.96 4.94 4.87 4.82 6.02 5.99 5.97 5.94 5.92 5.85

cm 8.96 8.96 8.96 8.96 10.76 10.76 10 0..76 1 10 0.76 10 0..76 10 0..76

cm4 171.10 190.10 233.30 275.30 262.60 298.30 331.3 372.6 406.4 484.2

cm³ 33.80 37.20 43.90 50.50 44.70 50.10 54.9 60.8 65.6 75.9

cm 2 .5 .52 2 .4 .49 2.48 2.48 3.05 3.02 2.99 2.99 2.98 2.98

cm 5. 5.06 5. 5.12 5.31 5.45 5.88 5.96 6. 6.03 6. 6.12 6. 6.20 6. 6.38

CARLOS ALBERTO ARTEAGA MOSCOSA

Cw

Radio de Giro Polar   ro

cm4 10.78 17.65 32.49 53.73 9.80 13.00 21.31 26.53 39.32 65.16

cm6 132.63 213.56 383.47 618.16 176.47 232.50 375.96 464.75 679.48 1102.64

cm. 7.029 6.952 6.879 6.780 8.514 8.489 8.412 8.407 8.330 8.291

 

ERNESTO VILLA OCHOA

50

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

LI  ANGULO DE LADOS IGUALES  MANUAL IMCA NOTA NOT A :Los :Los pe perfiles rfiles sombreado sombreadoss no son son de fabricació fabricación n com común, ún, por por lo q que ue se reco recomien mienda da co consul nsultar tar a ssu u pro provv *: R

PROPIEDADES  

YY

E J E

x=y

I

cm 4.62 4.72

cm 2101.8 2327.8 4

W-W

E J E

S

r

ew

I

cm³ 196.2 203.3

cm 5.79 5.78

cm 10.76 10.76

cm 555.4 624.2

CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

S 4

cm³ 85.1 93.7

J

Z-Z r

Cw

e z

cm cm cm cm 2.97 6 6..52. 100.09 16 1658.26 2.96 6.66 14 145.31 23 2356.51 4

51

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

edor su disponibilidad.   edondead edondeado o al milimetro

Constante de Flexion H* Sin unidades 0.643 0.652 0.628 0.645

6

Radio de Giro Polar   ro cm. 8.192 8.115

0.626 0.648 0.637 0.634 0.645 CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

52

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

edor su disponibilidad.   edondead edondeado o al milimetro

Constante de Flexion H* Sin unidades 0.630 0.618 0.644 0.621 0.640 0.661 0.631 0.630 0.623 0.635 CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

53

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

edor su disponibilidad.   edondead edondeado o al milimetro

Constante de Flexion H*

Sin unidades 0.620 0.631 0.625 0.636 0.638 0.626 0.636 0.621 0.630 0.641 CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

54

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

edor su disponibilidad.   edondead edondeado o al milimetro

Constante de Flexion H* Sin unidades 0.630 0.624 0.626 0.633 0.633 0.642 0.638 0.626 0.622 0.628 CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

55

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

edor su disponibilidad.   edondead edondeado o al milimetro

Constante de Flexion H* Sin unidades 0.633 0.635 0.624 0.625 0.630 0.630 0.637 0.633 0.639 0.631 CARLOS ALBERTO ARTEAGA MOSCOSA  ERNESTO VILLA OCHOA

56

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

edor su disponibilidad.   edondead edondeado o al milimetro

Constante de Flexion H* Sin unidades 0.628 0.633 0.630 0.632 0.630 0.626 0.630 0.625 0.629 0.629 CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA

57

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

edor su disponibilidad.   edondeado al milimetro

Constante de Flexion H* Sin unidades 0.631 0.634

CARLOS ALBERTO ARTEAGA MOSCOSA   ERNESTO VILLA OCHOA  

58

TESIS PROFESIONAL "MANUAL DE MANUALES - 04"

CE PERFIL C ES MANUAL I. NOTAS: L Lo os p

mm. x Kg/m in. x lb./ft.

 

Patin bf tf

Alma. tw

Designacion d x Peso

Sujetadores. Distancia. Gramil. Diametro má máx. Espac. Area T k g g1 en patin recom.

cm

cm

cm

cm

cm cm cm

cm

in.

Dist.

d 

x

e0

 Af 

  E J E I

S

cm

cm²

cm

cm

cm-1

cm4

cm³

76 76 76 102 102 127 127

x x x x x x x

6 6..10 7 7..44 18.93 8 ..0 04 10.79 9 ..9 97 13.39

3 3 3 4 4 5 5

x x x x x x x

4.10 5.00 6.00 5.40 7.25 6.70 9.00

0.432 0.650 0.904 0.457 0.813 0.483 0.826

3.581 3.805 4.054 4.013 4 4..369 4. 4.445 4 4..788

0.693 0.693 0.693 0.752 0.752 0.813 0.813

4 .2 .20 4 .2 .20 4.20 6.80 6.80 8.90 8.90

1 .7 .7 1 .7 .7 1.7 1.7 1.7 1.9 1.9

2.4 2.4 2.5 2.5 2.5 2.5 2.9

3.8 3.8 3.8 5.1 5.1 6.4 6.4

1 1..00 1 1..00 1 1..00 1. 1.30 1 1..59 1 1..59 1 1..59

2/5 2/5 2/5 1/2 5/ 8 5/ 8 5/ 8

5 5 5 5 5 5 5

7.68 9.42 11.29 10.06 13.68 12.58 16.97

1 ..1 107 1.113 1.156 1.161 1.166 1.229 1.214

1.170 0.996 0.818 1.283 0.981 1.400 1.085

3.07 2.89 2.71 3.37 3 3..09 3 3..51 3 3..26

66.6 74.9 87.4 158.2 187.3 308.0 366.3

17.5 19.7 22.9 31.1 36.9 48.5 57.7

152 152 152 152 178 178 178 203 203

x x x x x x x x x

12.20 15.63 19.35 23.07 14.58 18.23 21.95 1 17 7.11 20.46

6 6 6 6 7 7 7 8 8

x x x x x x x x x

8.20 1 10 0.50 1 13 3.00 1 15 5.50 9.80 1 12 2.25 1 14 4.75 1 11 1.50 1 13 3.75

0.508 0 0..798 1. 1.1 110 1. 1.4 430 0.533 0. 0.7 798 1. 1.0 064 0. 0.5 559 0. 0.7 770

4 4..877 5. 5.166 5 5..479 5. 5.800 5 5..309 5. 5.573 5. 5.839 5 5..740 5. 5.951

0.871 0.871 0.871 0.870 0.930 0 0..930 0 0..930 0 0..991 0 0..991

1 11 1.00 1 11 1.00 1 11 1.00 1 11 1.00 13.40 13 13.40 13 13.40 15 15.50 15 15.50

2 2..1 2 2..1 2 2..1 2 2..1 2.2 2. 2.2 2. 2.2 2. 2.4 2. 2.4

2.9 2.9 3.5 3.5 3.2 3. 3.2 3. 3.2 3. 3.5 3. 3.5

4.6 4.6 4.6 4.6 5.1 5 5..1 5 5..1 5 5..7 5 5..7

1. 1.5 59 1. 1.5 59 1. 1.5 59 1. 1.5 59 1. 1.5 59 1.59 1.59 1.90 1.90

5/ 5/ 5/ 5/ 5/ 5/ 5/ 3/ 3/

5 5 5 5 5 5 5 6 6

15.42 19.81 24.58 29.42 18.39 23.10 27.87 21.68 25.94

1.298 1. 1.267 1. 1.306 1. 1.397 1.272 1 1..334 1 1..352 1 1..450 1 1..405

1.521 1.233 0.965 0 0..718 1.645 1 1..366 1 1..121 1 1..769 1 1..535

3 3..59 3 3..99 3 3..19 3 3..02 3 3..60 3 3..43 3 3..27 3 3..57 3 3..45

541.1 628.5 720.1 812.9 878.2 1003.1 1127.9 1344.4 1409.1

71.0 82.5 94.5 106.7 98.8 112.8 126.9 132.3 146.6

35.42 1 1..435 1 1..094 3. 3.1 19

1818.9

179.0

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

8 8 8 8 8 8 8 4 4

15 TESIS PROFESIONAL "MANUAL DE MANUALES - 04"

203 x 27 27.90 8 x 18. 18.75 1.2 1.237 6.4 6.419 0. 0.991 1 15 5.50 2. 2.4 3 3..8 5 5..7 1.90

3/ 4

6

203 229 229 229 254 254

x x x x x x

31 31.62 19 19.80 22 22.10 29 29.30 22.7 .76 6 29.7 .76 6

8 9 9 9 10 10 10 10

x x x x x x

21. 21.25 13. 13.40 15. 15.00 20. 20.00 15 15..30 20 20..00

1.4 1.480 0.5 0.592 0.7 0.724 1.1 1.140 0 0..61 610 0 0 0..96 963 3

6.7 6.700 6.2 6.200 6.3 6.300 6.7 6.700 6.6 6.604 6.9 6.957

0. 0.990 1. 1.050 1. 1.050 1. 1.050 1.1 .107 07 1.1 .107 07

1 15 5.50 1 18 8.10 1 18 8.10 1 18 8.10 20.40 0.40 20.40 0.40

2. 2.4 2. 2.4 2. 2.4 2. 2.4 2.5 2.5

3 3..8 3 3..0 3 3..0 3 3..0 3 3.8 .8 4 4.0 .0

5 5..7 5 5..7 5 5..7 5 5..7 5.7 5.7

1.90 1.90 1.90 1.90 1.9 .90 0 1.9 .90 0

3/ 3/ 3/ 3/ 3/ 3/

4 4 4 4 4 4

6 6 6 6 6 6

40.32 25.30 28.20 37.30 28.97 .97 37.94 .94

1 1..499 1 1..527 1 1..488 1 1..481 1. 1.610 610 1. 1.540 540

0 0..908 1 1..895 1 1..726 1 1..295 2 2.0 .021 21 1 1.6 .618 18

3. 3.0 06 3. 3.5 51 3. 3.4 46 3. 3.2 25 3 3..47 3 3..29

1988.1 1970.0 2090.0 2460.0 2805.4 05.4 3284.1 84.1

195.7 172.0 183.0 216.0 221.2 21.2 258.9 58.9

254 254 305 305 305 381 381 381

x x x x x x x x

37.2 .20 0 44.6 .64 4 30.8 .80 0 37.2 .20 0 44.6 .64 4 50.30 59.10 73.60

10 10 10 10 12 12 12 12 12 12 15 15 15 15 15 15

x x x x x x x x

25 25..00 30 30..00 20 20..70 25 25..00 30 30..00 33 33..90 40 40..00 50 50..00

1 1..33 336 6 1 1..70 709 9 0 0..71 716 6 0 0..98 983 3 1 1..29 295 5 1. 1.0 020 1. 1.3 320 1. 1.8 820

7.3 7.330 7.7 7.704 7.4 7.473 7.7 7.739 8.0 8.052 8. 8.600 8. 8.900 9. 9.400

1.1 .107 07 1.1 .107 07 1.2 .272 72 1.2 .272 72 1.2 .272 72 1. 1.650 1. 1.650 1. 1.650

20.40 0.40 20.40 0.40 24.70 4.70 24.70 4.70 24.70 4.70 3 30 0.80 3 30 0.80 3 30 0.80

2.5 2.5 2.9 2.9 2.9 3. 3.7 3. 3.7 3. 3.7

4 4.0 .0 4 4.0 .0 5 5.0 .0 5 5.0 .0 5 5.0 .0 5 5..0 5 5..0 5 5..0

5.7 5.7 6.4 6.4 6.4 7 7..6 7 7..6 7 7..6

1.9 .90 0 1.9 .90 0 2.2 .22 2 2.2 .22 2 2.2 .22 2 2.54 2.54 2.54

3/ 3/ 7/ 7/ 7/ 1 1 1

4 4 8 8 8

6 6 7 7 7 8 8 8

47.42 .42 56.90 .90 39.29 .29 47.42 .42 56.90 .90 64.00 75.30 93.70

1. 1.567 567 1. 1.648 648 1. 1.773 773 1. 1.711 711 1. 1.711 711 2 2..000 1 1..974 2 2..027

1 1.2 .254 54 0 0.9 .936 36 2 2.2 .210 10 1 1.8 .894 94 1 1.5 .570 70 2 2..253 1 1..932 1 1..462

3 3..13 2 2..97 3 3..21 1 1..30 2 2..98 2 2..68 2 2..59 2 2..46

3796.0 96.0 4287.2 87.2 5369.4 69.4 5993.7 93.7 6742.9 42.9 13000.0 14300.0 16400.0

298.2 98.2 339.2 39.2 352.3 52.3 394.9 94.9 442.4 42.4 683.0 751.0 863.0

CARLOS ALBERTO ARTEAGA MOSCOSA  

S O

 

OC O

15 TESIS PROFESIONAL "MANUAL DE MANUALES - 04"

 

ANDAR .C.A.

   

erfiles sombreados no son son de fabricación común, por lo lo que se recomienda consultar a su proveedor su disponibilidad. Espac. recom.-Espaciamiento Recomendado *: Redondeado al milimetro

   

P R O P I E X-X

D A D E S E J E

Y - Y

 J

Cw

r cm

Z cm³

I cm4

S cm³

r cm

Z cm³

cm4 

cm6 

2.95 2.82 2.78 3.98 3.70 4.95 4.65 5.94 5.64

21.42 24.86 28.32 37.39 46.60 57.79 71.82 84.50 101.12

8.32 10.41 12.90 13.32 18.31 19.98 26.64 29.14 36.21

3.44 3.93 4.42 4.75 5.74 6.23 7.37 8.19 9.34

1.04 1.04 1.07 1.14 1.17 1.27 1.24 1.37 1.35

7.37 8.49 9.78 10.50 12.67 14.23 16.77 18.59 21.44

0.93 1.40 2.50 1.37 2.82 1.95 3.80 2.66 4.53

99.23 124.16 153.85 297.25 408.61 705.80 941.06 1495.76 1858.66

5.41 5.26 6.91 6.58 6.38 7.87 7.59

119.34 137.65 117.31 138.24 159.61 157.34 178.86

45.79 53.30 40.79 49.95 58.27 54.11 62.43

10.65 12.10 10.32 11.63 12.95 12.95 14.09

1.35 1.35 1.50 1.47 1.45 1.60 1.57

24.58 28.87 23.74 26.47 29.86 29.76 32.27

8.70 16.20 3.56 5.63 9.62 4.67 6.55

2350.40 2736.27 2902.18 3553.90 4145.87 5043.56 5819.06

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA  

 

15

TESIS PROFESIONAL "MANUAL DE MANUALES - 04"

7.16 7.02 8.83 8.61 8.13 9.83 9.30 8.94 8.69 11.71 11.25 10.89 14.30 13.80

226.97 251.69 205.91 221.87 271.75 262.07 319.05 379.29 439.52 421.56 483.46 555.49 828.30 934.80

83.25 93.70 70.80 76.40 92.30 94.90 116.96 139.85 163.99 161.50 186.05 213.94 326.00 364.00

16.39 18.20 15.10 15.70 17.40 19.01 21.63 24.25 27.04 28.35 30.81 33.76 48.80 51.80

1.52 1.52 1.67 1.65 1.57 1.81 1.76 1.72 1.70 2.03 1.98 1.94 2.26 2.20

39.43 44.42 37.00 38.39 45.07 44.05 49.57 56.95 65.94 65.72 71.45 79.57 113.36 123.80

15.95 24.72 6.07 7.35 15.52 7.53 13.09 25.33 46.61 13.34 19.20 31.32 37.12 52.62

7759.68 8734.62 8450.38 9118.77 11016.52 14001.31 17255.98 20633.11 24194.67 34491.39 39734.51 45690.95 108281.10 120902.83

13.20

1104.41

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

424.00

56.60

 

2.13

145.01

98.67

140831.87

15

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

FY = 3515 kg/cm² Designacion dxt

Peso

Area

mm.* x cal.

in.

x cal.

Kg / m

cm2

305 x 14 305 x 12 305 x 10

12.0 12.0 12.0

x 14 x 12 x 10

7.55 10.66 13.74

9.41 13.49 17.39

CARLOS ALBERTO ARTEAGA MOSCOSA

Ejes X-X

Dimensiones Peralte Espesor Patin d t bf bf cm cm cm 30.48 30.48 30.48

0.190 0.266 0.342

 

8.89 8.89 8.89

a   cm

R

I

S

r

cm

cm4

cm3

cm

1.90 2.29 2.54

0.24 0.48 0.48

1262.27 1820.11 2333.24

82.83 119.43 153.10

11.58 11.61 11.58

 

60

ERNESTO VILLA OCHOA  

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

CF PERFIL C FORMADO EN FRIO MANUAL IMCA NO NOT TA :Lo :Loss pe perf rfil iles es ssom ombr bread eados os no no son son d dee fa fabr bric icaci ación ón comú común, n, por por lo que que se reco reco Propiedades Ejes Y-Y J

Cw

j

r 0

x0

cm

cm4

cm6

cm

cm

cm

cm

cm

2 3..9 09 6 3.08

0.321 0.684

23780.500 31470.000

17.384 17.214

13.353 13.376

-5.819 -5.923

2.24 2.31

3.57 3.59

I

S

r 

cm4

cm3

18246.1 .599 164.52

1 12 9..4 02 5 25.00

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA  

 

61

e0

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

mienda consultar a su proveedor su disponibilidad. disponibilidad. * *.- Redondeado al milimetro Propiedades Sec. Efec. Sx Factor   efectivo col. Q Ix Sx Fb=2310 Fb=2130 Kg / cm2 Kg / cm2 cm4 cm3

1702.553 23 2305 05.3 .3881

107.27 149 49.6 .696 96

CARLOS ARTEAGA MOSCOSA ERNESTOALBERTO VILLA OCHOA

 

118.07 152.10

0.64 0.70

62

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

2t f w

I

PERFIL I MANUAL

DIMENSIONES Alma

Peralte

DESIGNACION d x peso mm* x kg/m

in x lb/ft

Patín

Distancia

G ram il

Sujetadores Diametro Max. en patin

Peso

Area

d

tw

bf

tf

T

k

g

g1

cm

cm

cm

cm

cm

cm

cm

cm

cm

in.

Kg/m

cm ²

x x x x x x x x x x

8.50 11 11.20 8.32 1 11 1.50 1 14 4.10 1 11 1.20 1 14 4.90 2 22 2.00 1 17 7.90 1 18 8.60

3 3 4 4 4 5 5 5 6 6

x x x x x x x x x x

5.70 7.50 5.60 7.70 9.50 7.50 10 10.00 14 14.75 12 1 2.00 12 1 2.50

7.6 7.6 10.0 10.2 10.2 12.0 12.7 12.7 16.0 15.2

0.432 0.886 0.450 0.490 0.828 0.510 0.544 1.255 0.630 0.589

5.918 6.373 5.000 6.764 7.102 5.800 7.630 8.341 7.400 8.463

0.660 0.660 0.680 0.744 0.744 0.770 0.828 0.828 0.950 0.912

4.1 4.1 6.2 6.4 6.4 8.6 8.6 8.6 10.8 10.8

1.7 1.7 1.9 1.9 1.9 2.1 2.1 2.1 2.2 2.2

3.6 3.6 3.2 3.8 3.8 4.4 4.0 4.0 5.1 4.4

3.8 3.8 5.1 5.1 5.1 4.4 4.4 4.4 5 5..1 5 5..1

1.00 1.00 1.30 1.30 1.30 1.30 1.30 1.30 1.60 1.60

3/8 3/8 1/2 1/2 1/2 1/2 1/2 1/2 5/8 5/8

8.50 11.20 8.32 11.50 14.10 11.20 14.90 22.00 17.90 18.60

10.8 14.3 10.6 14.6 18.0 14.2 19.0 28.0 22.8 23.7

152 178 178

x x x

2 25 5.70 2 22 2.80 2 29 9.80

6 7 7

x x x

17 1 7.25 15 1 5.30 20 2 0.00

15.2 17.8 17.8

1.181 0.640 1.143

9.055 9.301 9.804

0.912 0.996 0.996

10.8 13.0 13.0

2.2 2.4 2.4

4.4 5.0 5.0

5 5..1 5 5..7 5 5..7

1.60 1.60 1.60

5/8 5/8 5/8

25.70 22.80 29.80

32.7 29.0 37.9

 

16

 

d 

bf 

76 76 100 102 102 127 127 127 160 152

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

Criterio seccion co

2tf 

 

t w 

4 4..5 4 4..8 3 3..7 4 4..5 4 4..8 3 3..8 4 4..6 5 5..0 3 3..9 4 4..6

1 17 7.6 8.6 2 22 2.2 2 20 0.7 1 12 2.3 2 23 3.5 2 23 3.4 1 10 0.1 25.4 25.9

5 5..0 4 4..7 4 4..9

12.9 27.8 15.6

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

I PERFIL I MANUAL

DIMENSIONES Alma

Peralte

DESIGNACION d x peso mm* x kg/m

200 203 203 229 254 254 305 305 305 305 381 381 457 457

8 8 8 9 10 10 12 12 12 12 15 15 18 18

x x x x x x x x x x x x x x

17 1 7.70 1 18 8.40 2 23 3.00 2 21 1.80 2 25 5.40 3 35 5.00 3 31 1.80 3 35 5.00 4 40 0.80 5 50 0.00 4 42 2.88 5 50 0.00 54.70 70.00

Distancia

G ram il

Sujetadores Diametro Max. en patin

Peso

Area

d

tw

bf

tf

T

k

g

g1

cm

cm

cm

cm

cm

cm

cm

cm

cm

in.

Kg/m

cm ²

20.0 20.3 20.3 22.9 25.4 25.4 30.5 30.5 30.5 30.5 38.1 38.1 45.7 45.7

0.750 0.688 1.120 0.740 0.790 1.509 0.889 1.087 1.173 1.745 1.044 1.397 1.171 1.806

9.000 10.163 10.594 11.000 11.839 12.558 12.700 12.898 13.340 13.911 13.973 14.326 15.243 15.878

1.130 1.082 1.082 1.160 1.247 1.247 1.382 1.382 1.674 1.674 1.580 1.580 1.755 1.755

15.2 15.2 15.2 17.8 19.7 19.7 24.4 24.4 23.2 23.2 31.1 31.1 38.1 38.1

2.5 2.5 2.5 2.6 2.9 2.9 3.0 3.0 3.7 3.7 3.5 3.5 3.8 3.8

6.0 6.0 6.0 6.5 7.0 7.0 7.6 7.6 7.6 7.6 8.0 8.0 9.0 9.0

6 6..0 6 6..0 6 6..0 6 6..0 6 6..0 6 6..0 6 6..4 6 6..4 6 6..4 6 6..4 7 7..0 7 7..0 8 8..0 8 8..0

1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 2.22 2.22

3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 3/4 7/8 7/8

26.30 27.40 34.20 32.44 37.80 52.10 47.30 52.10 60.70 74.40 63.80 74.40 81.40 104.00

33.5 34.9 43.7 40.7 48.1 66.5 60.3 66.5 77.4 94.8 81.3 94.8 1 10 04.0 133.0

in x lb/ft

x 2 26 6.30 x 2 27 7.40 x 3 34 4.20 x 3 32 2.44 x 3 37 7.80 x 5 52 2.10 x 4 47 7.30 x 5 52 2.10 x 6 60 0.70 x 7 74 4.40 x 6 63 3.80 x 7 74 4.40 x 81.40 x 104.00

Patín

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Criterio seccion co d 

bf  2tf 

 

t w 

4 4..0 26.7 4 4..7 29.5 4 4..9 18.1 4 4..7 30.95 4 4..7 32.2 5 5..0 16.8 4 4..6 34.3 4 4..7 28.0 4 4..0 26.0 4 4..2 17.5 4 4..4 36.5 4 4..5 27.3 4.3 39.0 4.5 25.3

17

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

I PERFIL I MANUAL

DIMENSIONES Peralte

Alma

d

tw

bf

cm

cm

DESIGNACION d x peso mm* x kg/m

508 508 508 508 610 610 610 610 610

in x lb/ft

x x x x x x x

Patín

Distancia

G ram il

tf

T

k

g

g1

cm

cm

cm

cm

cm

15.888 16.218 17.932 18.288 17.780 18.098 18.402

2.019 2.019 2.337 2.337 2.210 2.210 2.210

42.5 42.5 42.5 42.5 52.1 52.1 52.1

9.0 9.0 11.0 11.0 11.0 11.0 11.0 12.0 12.0

98.20 112.00 128.00 143.00 119.00 134.00 149.00 x   158.00

20 20 20 20 24 24 24

x 66.00 x 75.00 x 86.00 x 96.00 x 80.00 x 90.00 x 100.00

50.8 50.8 51.4 51.4 60.7 60.7 60.7

1.283 1.613 1.676 2.032 1.270 1.588 1.892

24

x 106.00

62.2

1.575

20

2.769

52.1

x 180.00

24

x 121.00

62.2

2.032

20.447

2.769

52.1

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

4.1 4.1 4.4 4.4 4.4 4.4 4.4   5. 5.1   5. 5.1

Sujetadores Diametro Max. en patin

Peso

Area

bf 

d 

cm

cm

in.

Kg/m

cm ²

2tf 

t w 

8 8..0 8 8..0 9.0 9.0 9.0 9.0 9.0 10.0 10.0

2.22 2.22 2.54 2.54 2.54 2.54 2.54 2.54 2.54

7/8 7/8 1 1 1 1 1 1 1

98.20 112.00 128.00 143.00 119.00 134.00 149.00 158.00 180.00

1 12 25.0 142.0 163.0 182.0 152.0 171.0 189.0 201.0 230.0

3.9 4.0 3.8 3.9 4.0 4.1 4.2 3 3..6 3 3..7

18

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

STANDAR   I.M.C.A. NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

 

P R O P I E

D A D E S

 de pacta Fy´´´

r T

I

S

r

Z

I

S

r

Z

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm³

cm4

cm ³

cm

1.45 1.50 1.24 1.63

1.95 1.81 2.94 2.02

105 122 171 253

27.5 32.0 34.2 49.8

3.12 2.92 4.02 4.16

32.00 38.73 39.67 57.52

18.94 24.40 12.20 31.80

6.40 7.70 4.88 9.40

1.32 1.31 1.07 1.48

-

 

d   Af 

E J E

X-X

E J E

Y - Y

J

Cw

cm ³

cm4

cm6

10.70 13.54 8.83 15.80

1.66 3.75 1.27 2.91

228.05 293.80 264.93 710.86

Criterio seccion co  

39.6 31.5 30.8 25.4 48.0 38.4 32.2 39.5 30.6

-

1.65 1.53 1.83 1.88 1.94 2.00 2.06 2.21 2.24

f

1.92 2.68 2.00 1.83 2.28 1.98 1. 1.85 1. 1.92 1. 1.82

283 329 512 633 938 920 1095 1528 1765

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA  

55.6 54.7 80.6 99.8 117.0 120.8 143.7 172.1 198.3

3.97 4.81 5.19 4.75 6.41 6.23 5.79 7.26 6.82

66.20 63.73 92.91 121.60 136.00 138.80 173.70 198.30 237.61

 

37.60 25.16 50.78 69.51 64.45 75.75 96.15 110.00 132.00

10.60 7.41 13.30 16.60 14.80 17.90 21.30 23.60 26.90

1.45 1.33 1.63 1.57 1.68 1.79 1.71 1.95 1.86

18.52 13.54 22.45 30.81 27.15 30.32 38.67 40.00 48.51

5.00 2.16 4.58 1.33 5.24 7.08 15.40 9.90 18.73

840.51 793.25 1789.29 2449.26 3649.52 3866.03 4907.18 7765.30 9318.36

19

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

STANDAR   I.M.C.A. NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

 

P R O P I E

D A D E S

 de pacta Fy´´´

r T

d   Af 

I

S

r

Z

I

S

r

Z

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm³

cm4

cm ³

cm

4480 3947 3486 3053 3053 -

2.36 2.39 2.41 2.90 2.77 2.79 2.95 2.95 3.15 3.18 3.20 3.20 3. 3.4 48 3. 3.4 45

1. 1.97 1. 1.85 1. 1.78 1. 1.79 1.72 1. 1 .62 1.74 1. 1 .71 1.36 1.31 1.72 1.69 1. 1.71 71 1. 1.64 64

2148 2397 2701 3535 5161 6119 9074 9532 11321 12695 18606 20229 33 3346 465 5 38 3854 543 3

214.0 236.0 265.5 309.3 404.8 481.8 596.5 626.0 744.0 832.5 976.7 1062.0 14 1464 64.6 .6 16 1688 88.0 .0

8.01 8.29 7.86 9.32 10.36 9.59 12.27 12.0 12.11 11.56 15.11 14.61 17 17.9 .96 6 17 17.0 .04 4

249.60 270.40 316.27 355.30 465.40 580.10 688.26 734.14 870.20 100.30 1136.00 1263.00 17 1721 21.0 .00 0 20 2048 48.0 .00 0

137.90 155.00 179.00 214.80 283.00 348.00 390.00 411.00 566.00 653.00 599.00 653.00 86 866. 6.00 00 10 1003 03..00

26.00 30.50 33.90 39.10 47.70 55.40 61.30 63.70 84.60 94.10 85.70 91.30 113.7 13.70 0 127 127.0 .00 0

2.03 2.11 2.03 2.29 2.42 2.29 2.54 2.49 2.69 2.62 2.72 2.62 2.90 2.90 2.74 2.74

E J E

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

X-X

E J E

 

Y - Y

J

Cw

cm ³

cm4

cm6

47.94 51.78 60.30 72.90 812.80 101.93 104.88 111.27 145.00 168.80 147.81 163.38 198. 198.28 28 236. 236.00 00

10.70 14.15 22.89 13.84 24.97 53.70 37.46 44.95 73.26 117.38 64.10 88.24 98.6 98.65 5 172. 172.74 74

12275.75 14311.60 16527.59 25380.10 41273.24 50752.96 82666.15 87117.40 117577.77 135650.67 199723.13 217728.22 41809 18096. 6.79 79 48423 84239. 9.13 13

20

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

STANDAR   I.M.C.A. NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro

   de pacta Fy´´´

r T

P R O P I E

d   Af 

E J E I

S

D A D E S

X-X r

E J E Z

I

S

Y - Y r

J

Cw

Z

Kg/cm2

cm

cm-1

cm4

cm ³

cm

cm³

cm4

cm ³

cm

cm ³

cm4

cm6

2961 2961 2016 2016

3. 3.6 66 3. 3.6 63 4. 4.1 14 4. 4.1 14 4. 4.0 09

1. 1.58 58 1. 1.55 55 1. 1.23 23 1. 1.20 20 1. 1.55 55

49 4953 532 2 53 5327 278 8 65 6576 765 5 69 6951 511 1 87 8740 409 9

19 1950 50.0 .0 20 2098 98.0 .0 25 2540 40.0 .0 27 2704 04.0 .0 28 2868 68.0 .0

19 19.8 .89 9 19 19.3 .35 5 20 20.0 .00 0 19 19.5 .58 8 24 24.0 .05 5

22 2294 94.0 .00 0 25 2507 07.0 .00 0 30 3000 00.0 .00 0 32 3245 45.0 .00 0 33 3343 43.0 .00 0

115 153. 3.00 00 12 1240 40..00 19 1948 48..00 20 2089 89..00 17 1756 56..00

145 145.00 .00 152 152.7 .70 0 218 218.0 .00 0 228 228.0 .00 0 198 198.00 .00

3.02 3.02 2.95 2.95 3.45 3.45 3.38 3.38 3.40 3.40

251. 251.00 00 274. 274.00 00 377. 377.00 00 408. 408.00 00 339. 339.00 00

149. 149.00 00 191. 191.00 00 276. 276.40 40 349. 349.20 20 203. 203.00 00

68591 85915. 5.65 65 73767 37671. 1.65 65 11722 172295 95.6 .67 7 125 12571 7148 48.6 .69 9 15 150 01854 1854.1 .16 6

3149 31 4479 4449 79 2997 2997 -

4. 4.0 0 4. 4.0 06 4 4.72 4.72 4. 4.7 72

1. 1.52 52 9365 652 2 1. 1.50 50 93 99 9947 479 9 1.13 1.13 1223 122372 72 1. 1.10 10 1315 131529 29

30 3064 64.0 .0 32 3261 61.0 .0 3933 3933.0 .0 4228 4228.0 .0

23 23.3 .39 9 22 22.9 .91 1 24.6 24.66 6 23 23.9 .95 5

36 3638 38.0 .00 0 39 3933 33.0 .00 0 4572 4572.0 .00 0 50 5014 14.0 .00 0

18 1869 69. 19 1985 85...00 00 3209 3209.0 .00 0 34 3467 67..00

206 20 .0 216 216 6.00 .00 .00 0 321. 321.00 00 339 339.00 .00

3.30 3. 3.23 3.30 23 4.00 4.00 3.89 3.89

365. 36 00 392. 395.00 2.00 00 544. 544.00 00 593. 593.00 00

251. 25 40 316. 311.40 6.00 00 420. 420.40 40 532. 532.80 80

15 159 98499 84 99.6 8 16977 69 771 11.00 1..68 00 2833 283358 582. 2.1 11 306 3061398 1398.9 .93 3

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

21

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Dimensiones DESIGNACION

P eso

k

R

Gramil * * g1

g2

Sujetadores * * * Lado menor Lado mayor

Area

E

J I

mm

x

mm

x

mm*

in

x

in

x

in

Kg/m

cm

cm

cm c cm m

cm

in

cm

in

cm²

cm4

102 102 102 102 102 102 102 152 152 152 152 152

x x x x x x x x x x x x

76 76 76 76 76 76 76 102 102 102 102 102

x x x x x x x x x x x x

6 8 10 11 13 16 19 8 10 11 13 16

4 4 4 4 4 4 4 6 6 6 6 6

x x x x x x x x x x x x

3 3 3 3 3 3 3 4 4 4 4 4

x x x x x x x x x x x x

1/ 4 5/16 3/ 8 7/16 1/ 2 5/ 8 3/ 4 5/16 3/ 8 7/16 1/ 2 5/ 8

8.63 10.72 12.65 14.58 16.52 20.24 23.81 15.19 18.31 21.28 24.11 29.76

1.746 1.910 2.064 2.223 2.381 2.698 2.858 2.064 2.223 2.381 2.540 2.858

0.95 0.95 0.95 0.95 0.95 0.95 0.95 1.27 1.27 1.27 1.27 1.27

4.5 4.5 4.5 4.5 4.5 4.5 4.5 6 6 6 6 6

2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22 2.22

7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8

2.22 2.22 2. 2.22 2.22 2. 2.22 2. 2.22 2. 2.22 2.54 2.54 2.54 2.54 2.54

7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 7/ 8 1 1 1 1 1

10.90 13.48 16.00 18.51 20.96 25.67 30.26 19.44 23.29 26.97 30.65 37.81

115.30 140.70 164.80 188.10 210.20 251.00 288.40 4 47 72.70 5 56 60.60 6 64 43.50 7 72 23.80 8 87 77.00

CARLOS ARTEAGA MOSCOSA ERNESTOALBERTO VILLA OCHOA

 

6 6 6 6 6 6 6 9 9 9 9 9

33

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

LD  ANGULO DE LADOS DESIGUALES  MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro **.- La localizacion de dos lineas de gramiles en un solo lado debera tomarse de la tabla de angulos de lados iguales. ***.- El espaciameiento recomendado de sujetadores debera tomarse de la tabla de angulos de lados iguales , correspondientes al diametro del sujetador 

E

X-X S

r

E y

J

PROPIEDADES Y-Y E J E

E

I

S

cm4

cm³

r

x

I

J

E S

cm4

cm³

cm cm cm

cm4

cm³

Z-Z ez

r

Tan

Cw

cm4

cm6

cm.

cm c cm m

16.39 20.16 23.93 27.53

3.25 3.23 3.20 3.18

3.15 3.20 3.25 3.30

56.60 9.83 68.70 11.96 79.90 14.26 90.70 16.22

2.26 2.25 2.23 2.21

1.88 1.93 1.98 2.03

142.00 172.60 201.80 229.70

25.56 31.04 36.43 41.24

4.57 3.58 3.55 3.52

5.55 5.56 5.57 5.57

30.00 8.17 36.80 9.84 42.90 11.26 49.10 12.69

1.65 1.65 1 1..62 1.62

3.67 6.74 3.81 3.87

0.558 0.554 0.551 0.547

1.28 3.04 5.93 7.90

9.00 21.34 41.67 55.47

4.12 4.52 5.23 5.65

30. 30 37. 37..97 69 43. 43.91 45. 45.58 54. 54.40 62. 62.76 70. 70.96 87.0 87.02 2

3. 3.16 16 3. 3.12 12 3. 3.09 09 4. 4.93 93 4. 4.91 91 4. 4.88 88 4. 4.86 86 4. 4.82 82

3. 3.88 88 3. 3.48 48 3. 3.60 60 4. 4.87 87 4. 4.93 93 4. 4.98 98 5. 5.05 05 5. 5.16 16

100. 10 0.70 70 119 119. .50 13 136. 6.50 50 173. 173.10 10 20 203. 3.90 90 23 233. 3.10 10 26 261. 1.00 00 313 313.0 .00 0

2.19 2. 2.15 2.19 15 2.12 2.12 2.98 2.98 2.96 2.96 2.94 2.94 2.92 2.92 2.8 2.88 8

2.1 2.21 11 2.21 2. 2.34 2.34 2.33 2.33 2.39 2.39 2.44 2.44 2.51 2.51 2 2.6 .62 2

25 256. 6.00 00 30 303. 3.40 40 34 345. 5.70 70 54 548. 8.00 00 64 649. 9.10 10 74 743. 3.70 70 83 834. 4.90 90 1008. 1008.70 70

42. 42 54. 54..38 10 61. 61.28 71. 71.72 84. 84.63 96. 96.83 108. 108.42 42 130.3 130.31 1

3.49 3. 3.44 3.49 44 3.38 3.38 5.31 5.31 5.28 5.28 5.25 5.25 5 5..22 5.16 5.16

6 .0 5.04 .61 .64 1 5.64 .64 7.64 .64 7.67 .67 7.86 .86 7.72 .72 7.74 7.74

5 4. 64.90 7.10 7.90 10 79.20 9.20 97.90 7.90 11 115.40 5.40 133. 133.00 00 150. 150.00 00 1 181 81.3 .30 0

1.62 1. 62 1.62 1.62 1.62 1.62 2.24 2.24 2.23 2.23 2.21 2.21 2.21 2.21 2 2.1 .18 8

4.42 4.12 42 4.12 4. 4.29 4.29 5.40 5.40 5.48 5.48 5.55 5.55 5.64 5.64 5 5.7 .79 9

0.54 0.534 543 3 0.53 0. 4 0.52 0.523 3 0.44 0.448 8 0.44 0.446 6 0.44 0.443 3 0.44 .44 0.43 0.435 5

13.0 13.30 .04 4 24.3 24 0 40.7 40.70 0 4.33 4.33 8.47 8.47 11.27 1.27 18.6 18.60 0 34.6 34.68 8

91. 910.69 .55 170. 17 69 285. 285.83 83 65. 65.04 127. 127.03 03 169. 169.07 07 279. 279.08 08 520. 520.31 31

6.27 .40 .47 0 8 .2 10. 10.01 6.06 .06 6.30 .30 6.49 .49 7.08 .08 8. 8.28 28

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

12. 12 16. 16..42 26 18. 18.47 18. 18.12 2 21. 1.06 06 2 23. 3.96 96 2 26. 6.60 60 31.32 31.32

cm cm cm

 J

cm³

18 18. .36 2 22. 2.13 13 25. 25.73 73 22 22..10 26. 26.22 22 30. 30.31 31 34. 34.08 08 41.67 41.67

cm c cm m

S

W-W ew r

E

I

Radio de Giro Polar  ro

34

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Cons. De Flexion H* S/U 0.925 0.759 0.555 0.470 0.361 0.210 0.140 0.903 0.828 0.771 0.641 0.460 CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

35

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Dimensiones DESIGNACION

Peso

k

R

mm

x

mm

x

mm*

in

x

in

x

in

Kg/m

cm

cm

152 152 152

x x x

102 102 102

x x x

19 22 25

6 6 6

x x x

4 4 4

x x x

3/ 4 7/ 8 1

35.12 40.48 45.84

3.175 3.490 3.810

1.27 1.27 1.27

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Gramil * * g1

g2

cm cm cm

6 6 6

9 9 9

Sujetadores * * * Lado menor Lado mayor

cm

in

cm

2.22 2.22 2.22

7/ 8 7/ 8 7/ 8

2.54 2.54 2.54

in

1 1 1

Area

E

cm4 44.77 1020.20 51.48 1154.20 58.00 1280.00 cm²

36

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

LD  ANGULO DE LADOS DESIGUALES  MANUAL IMCA NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *: Redondeado al milimetro **.- La localizacion de dos lineas de gramiles en un solo lado debera tomarse de la tabla de angulos de lados i guales. ***.- El espaciameiento recomendado de sujetadores debera tomarse de la tabla de angulos de lados iguales , correspondientes al diametro del sujetador 

E

X-X S

r

E y

I

J

PROPIEDADES Y-Y E J E

E S

r

x

I

S

W-W ew r

E I

J

E S

Z-Z ez r

Tan

 J

Cw

J I

Radio de Giro Polar  ro

cm4 102. 102.42 42 4 4.7 .77 7 5 5.2 .28 8 361. 361.30 30 117.1 17.17 7 4.73 4.73 5 5.3 .38 8 405 405.8 .80 0 131. 131.50 50 4.7 4.70 0 5.5 5.50 0 447. 447.50 50 cm³

cm cm cm

cm4 cm³ cm 48.6 48.67 7 2. 2.84 84 2. 2.74 74 116 1168. 8.00 00 15 150. 0.32 32 5.1 5.11 55.5 55.55 5 2.8 2.80 0 2.84 2.84 1315. 1315.30 30 16 168. 8.85 85 5.05 5.05 62.2 62.20 0 2.7 2.78 8 2.96 2.96 1452. 1452.60 60 18 185. 5.22 22 5.00 5.00 cm³

cm c cm m

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

cm4 7.77 7.77 213 213.5 .50 0 7.7 7.79 9 244.7 244.70 0 7.84 7.84 275.4 275.40 0 c cm m

 

cm³

cm4

cm c cm m

35.89 35.89 2.1 2.18 8 5.9 5.95 5 40.2 40.24 4 2.18 2.18 6.08 6.08 44.0 44.00 0 2.18 2.18 6.25 6.25

0. 0.42 428 8 0. 0.42 421 1 0. 0.41 414 4

cm. 9.71 9.71 11. 1.33 33 13 13.0 .03 3

cm6

58 58.0 .07 7 87 871. 1.29 29 90 90.1 .15 5 1352 1352.6 .60 0 13 132. 2.29 29 1984 1984.8 .82 2

37

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Cons. De Flexion H* S/U 0.327 0.235 0.176

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

38

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso mm**

x

Kg/m

102 102 102 102 102 102 102 102 102

x x x x x x x x x

7.5 9.7 11.2 13.3 15.6 17.9 20.9 23.1 26

in. x Lb./ft.

4 4 4 4 4 4 4 4 4

x x x x x x x x x

5.0 6.5 7.5 9.0 1 10 0.5 1 12 2.0 1 14 4.0 1 15 5.5 1 17 7.5

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

mm**. x

 

203 203 203 203 203 203 203 203 203  

x x x x x x x x x

Kg/m

in.

x

Lb./ft.

d cm

tw cm

15.00 19.4 22.5 26.6 31.2 35.9 41.8 16.2 52.2

8 8 8 8 8 8 8 8 8

x x x x x x x x x

10 13 15 18 21 24 28 31 35

10.00 10.10 10.30 10.30 10.50 10.10 10.20 10.20 10.30

0.43 0.58 0.62 0.58 0.64 0.52 0.72 0.72 0.79

46

Patin bf cm

Distancia

Peso

tf cm

k cm

Kg/m

10.00   0.52 10.20 0.65 10.20 0.80 13.30 0.84 13.40 1.08 16.50 1.02 16.60 1.18 20.30 1.10 20.40 1.26

1.59 1.75 1.90 1.90 2.06 2.20 2.38 2.38 2.54

7.50 9.70 11.20 13.30 15.60 17.90 20.90 23.10 26.00

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA NOT A :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades EJE X - X

d 

Area

t w  cm

I

cm

2

9.5 12.4 14.3 17.0 19.9 22.8 26.6 29.4 33.2

23.2 17 1 7.40 16 1 6.60 17.70 16.50 16.10 14.20 14.00 13.10

EJE Y - Y

S 4

89 120 137 142 162 147 176 178 200

CARLOS ALBERTO ARTEAGA MOSCOSA

r

y

I

cm³

cm

cm

cm

11.80 16.00 17.60 17.20 19.30 17.70 21.00 21.00 23.40

3.05 3 3..11 3 3..07 2 2..89 2 2..85 2 2..53 2 2..57 2 2..46 2 2..46

2.40 2.60 2.52 2.12 2.11 1.76 1.86 1.70 1.75

44 57 71 166 204 380 450 770 887

 

4

C 0

S

r

cm³

cm

8.70 11.20 13.90 24.90 30.30 46.00 54.20 76.00 87.00

2.13 2. 2 .14 2 2..22 3 3..12 3 3..19 4 4..07 4.11 5 5..12 5 5..17

2

  2

E 

 

Q sQ  Fy 

, Q 

1.0

 J

Fy = 2530 Kg/cm2 Qs C´c 0.913 -

cm4

132 -

0.95 1.84 3.03 3.61 6.12 7.40 11.30 11.30 16.10

47

ERNESTO VILLA OCHOA  

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d cm 10.50 10.80 11.10 11.40 12.50 12.70 12.80 13.00 12.90 13.10

tw cm 0.91 1.02 1.30 1.45 0.48 0.58 0.61 0.64 0.61 0.66

d x peso mm**

x

Kg/m

102 102 102 102 127 127 127 127 127 127

x x x x x x x x x x

29.7 35.7 43.3 49.8 9 11.2 12.7 14.2 16.4 19.3

in. x Lb./ft.

4 4 4 4 5 5 5 5 5 5

x x x x x x x x x x

20 20.0 24 24.0 29 29.0 33 33.5 6.0 75 75.0 8.5 9.5 11 11.0 13 1 3.0

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

mm**. x

203 203 203 203 254 254 254 254 254 254  

x x x x x x x x x x

Kg/m

in.

x

Lb./ft.

59.2 71.4 86.6 99.8 17.9 22.3 25.3 28.5 32.9 38.50

8 8 8 8 10 10 10 10 10 10

x x x x x x x x x x

40 48 58 67 12 15 17 19 22 26

48

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA

Patin bf cm 20.50 20.60 20.90 21.00 10.10 10.20 10.20 10.20 14.60 14.70

Distancia tf cm 1.42 1.74 2.06 2.37 0.53 0.69 0.84 1.00 0.91 1.12

k cm 2.70 3.02 3.33 3.65 1.59 1.75 1.90 2.06 1.90 2.22

Peso

Kg/m 29.70 35.70 43.30 49.80 9.00 11.20 12.70 14.20 16.40 19.30

NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda rec omienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades EJE X - X

d 

Area

EJE Y - Y

C 0

2

  2

E 

 

Q  Q  Fy 

, Q 

1.0

 J

s

cm2 37.9 45.5 55.2 63.5 11.4 14.3 16.1 18.1 20.9 24.6

t w 

I

S

r

y

I

S

r

cm³

cm

cm

cm

27.70 32.30 42.70 50.00 20.00 24.60 26.60 28.50 28.10 31.30

2.51 2.50 2.62 2.67 3.98 3.99 3 3..94 3 3..91 3.69 3 3..64

1.87 1.97 2.22 2.38 3.44 3.47 3.32 3.23 2.71 2.68

cm4 1020 1270 1561 1844 45 60 74 89 238 293

cm³

11.50 10.60 8.50 7.90 26.00 21.70 21 2 1.10 20 2 0.50 21.20 19 1 9.80

cm4 238 258 380 454 181 227 252 278 286 327

99.60 123.20 149.60 175.30 9.00 11.80 14.60 17.50 32.60 40.00

5.19 5. 5.28 5.32 5 5..39 1.99 2.06 2 2..14 2 2..22 3.36 3 3..45

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Fy = 2530 Kg/cm2 Qs 0.793 0.997 0.999 -

C´c 142 128 126 -

cm4 23.70 41.00 69.70 105.00 0.19 2.20 3.45 5.09 5.21 8.63

49

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

Patin

Distancia

d x peso

d x peso

d

tw

bf

tf

k

Peso

mm**

x

Kg/m

Kg/m

in.

x

Lb./ft.

127 127 127 127 127 127 127

x x x x x x x

22.5 24.6 29.0 33.6 36.5 40.0 44.7

5 5 5 5 5 5 5

x x x x x x x

1 15 5.0 1 16 6.5 1 19 9.5 2 22 2.5 2 24 4.5 2 27 7.0 3 30 0.0

254 254 254 254 254 254 254

x x x x x x x

44.80 49.20 58.20 67.40 72.90 80.00 89.10

10 10 10 10 10 10 10

x x x x x x x

30 33 39 45 49 54 60

cm 13.30 12.40 12.60 12.80 12.70 12.80 13.00

cm 0.76 0.74 0.80 0.89 0.86 0.94 1.07

cm 14.80 20.20 20.30 20.40 25.40 25.50 25.60

cm 1.30 1.10 1.35 1.57 1.42 1.56 1.73

cm 2.38 2.70 2.86 3.18 3.02 3.18 3.33

Kg/m 22.40 24.60 29.00 33.60 36.50 40.00 44.70

12 27 7 1 127

xx x

57 0..2 6 5 65.3

5 5 5

xx x

2 24 4..5 0 3 38 8 4 44 4.0

25 54 4 2 254

xx x

1 10 1 11 1041..5300 1 13 31.20

10 0 1 10

xx x

67 8 7 88

13 3..5 20 0 1 13.80

1..3 15 9 1 1.54

2 25 5..7 90 0 26.10

1 2..9 26 1 2.51

3 3..4 89 1 4.13

5 50 7..6 20 0 65.30

in. x Lb./ft.

mm**. x

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

50

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades

Area

d  t w 

cm2

EJE X - X

EJ E Y - Y

C 0

I

S

r

y

I

S

r

cm4

cm³

cm

cm

cm4

cm³

cm

2

  2

E 

 

Q sQ  Fy 

, Q 

1.0

 J

Fy = 2530 Kg/cm 2 Qs

C´c

cm4

28.5 31.3 37.0 42.8 46.5 51.0 56.9 64.5 72.9 83.2

17.50 16.80 15.70 14.50 14.60 13.60 12.20 11.10 9.90 8.90

386.00 321.00 368.00 425.00 416.00 462.00 537.00 620.00 724.00 866.00

36.80 31.60 35.50 40.50 39.20 43.30 49.90 57.20 66.30 78.20

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

3.68 3.20 3.15 3.15 2.99 3.01 3.06 3.10 3.15 3.22

2.78 2.20 2.22 2.30 2 2..05 2 2..12 2 2..25 2.37 2.51 2.69

348.00 762.00 937.00 1111.00 1944.00 2152.00 2418.00 2780.00 3197.00 3717.00

 

47.00 75.40 92.40 109.00 153.10 168.80 188.50 216.30 247.50 285.10

3.49 4.92 5.03 5 5..09 6.46 6.50 6.51 6 6..57 6.61 6.67

-

-

13.20 12.40 20.60 31.50 29.00 37.90 52.00 74.20 107.00 156.00

51

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d

tw

bf

tf

k

cm 14.10 14.40 15.10 15.20 15.40 15.60 15.50 15.70 15.90 15.20

cm 1.73 1.92 0.51 0.56 0.60 0.56 0.58 0.66 0.76 0.75

cm 26.30 26.50 10.10 10.10 10.20 10.20 16.50 16.60 16.70 20.30

cm 2.84 3.18 0.57 0.67 0.89 1.08 0.97 1.12 1.32 1.31

cm 4.45 4.76 1.75 1.90 2.06 2.22 2.22 2.38 2.54 3.18

mm**

x

Kg/m

127 127 152 152 152 152 152 152 152 152

x x x x x x x x x x

74.4 83.6 10.5 12.0 14.1 16.4 19.3 22.3 26.2 29.8

in. x Lb./ft.

5 5 6 6 6 6 6 6 6 6

x x x x x x x x x x

50.0 56.0 7.0 8.0 9.5 1 11 1.0 1 13 3.0 1 15 5.0 1 17 7.5 2 20 0.0

mm**. x

254 254 305 305 305 305 305 305 305 305

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

x x x x x x x x x x

Kg/m

in.

x

Lb./ft.

14 1 48.90 16 1 66.60 21.10 23.90 28.20 32.80 38.70 44.50 52.20 59.80

10 10 12 12 12 12 12 12 12 12

x x x x x x x x x x

100 112 14 16 19 22 26 30 35 40

 

Patin

Distancia

Peso

Kg/m 74.40 83.60 10.5 12 14.1 16.4 19.3 22.3 26.2 29.8

52

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades

Area

cm2 94.8 106.5 13.4 15.2 18 20.9 24.6 28.4 33.4 38

EJE X - X

d 

EJE Y - Y

C 0

t w 

I

S

r

y

I

S

r

cm³

cm

cm

cm

91.10 105.00 30.1 33.6 37.4 42.4 39.3 45.1 52.9 48.4

3.28 3.35 4.87 4.87 4.82 4.82 4.43 4.44 4 4..45 3.98

2. 2.88 3. 3.07 4.41 4.38 4.16 4.12 3.15 3.21 3.3 2.75

cm4 4287.00 4912.00 49 59 78 97 360 425 508 916

cm³

8.10 7.50 29.8 27.3 25.9 23.7 26.5 23.7 20.9 20.2

cm4 1020.00 1190.00 319 362 420 487 487 562 666 599

327.70 370.30 9.7 11.6 15.4 19 43.8 51.1 61.1 90.3

6.74 6.80 1.9 1.96 2.08 2.15 3.81 3.86 3.9 4.92

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

53

2

  2

E 

 

Q sQ  Fy 

, Q 

1.0

 J

Fy = 2530 Kg/cm2 Qs 0.626 0.741 0.797 0.891 0.767 0.891 -

C´c 159 146 141 134 144 134 -

cm4 227.00 315.00 1.64 2.32 3.98 0.634 6.5 9.76 16 19.8

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d cm 15.30 15.50 15.30 15.50 15.40 15.60 15.70 15.90

tw cm 0.85 0.94 0.88 0.91 0.99 1.09 1.19 1.31

mm**

x

Kg/m

152 152 152 152 152 152 152 152

x x x x x x x x

33.5 37.2 39.4 43.1 48.3 53.7 58.7 64.8

in. x Lb./ft.

6 6 6 6 6 6 6 6

x x x x x x x x

2 22 2.5 2 25 5.0 2 26 6.5 2 29 9.0 3 32 2.5 3 36 6.0 3 39 9.5 4 43 3.5

mm**. x

305 305 305 305 305 305 305 305

CARLOS ALBERTO ARTEAGA MOSCOSA

x x x x x x x x

Kg/m

in.

x

Lb./ft.

66.90 74.40 79.00 86.10 96.70 10 106.90 11 117.50 12 129.70

12 12 12 12 12 12 12 12

x x x x x x x x

45 50 53 58 65 72 79 87

 

Patin bf cm 20.40 20.50 25.40 25.40 30.50 30.60 30.70 30.80

Distancia tf cm 1.46 1.63 1.46 1.63 1.54 1.70 1.87 2.06

Peso

k cm 3.18 3.50 3.18 3.50 3.33 3.50 3.65 3.81

Kg/m 22.5 37.2 39.4 43.1 48.3 53.7 58.7 64.8

54

ERNESTO VILLA OCHOA  

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA NOT A :Los perfiles sombreados no son de fabricación común, c omún, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades

Area

d  t w 

cm2 42.6 47.4 50.2 55 61.6 68.4 74.8 82.6

EJE X - X

18 16.5 17.5 17 15.5 14.2 13.2 12.2

I

S

cm4 691 778 737 795 857 966 1074 12.03

cm³

55.5 62.1 58 61.7 66.6 74.4 82.4 91.8

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

EJE Y - Y r

 

C 0

y

I

S

r

cm

cm

cm

2.87 2.96 2.6 2.62 2.5 2.59 2.69 2.79

cm4 1041 1174 1994 2227 3630 4058 4495 4995

cm³

40.2 40.5 3.83 3.79 3.73 3.76 3.79 3.82

101.8 114.2 157 175.3 237.6 265.5 293.3 326.1

4. 4.93 4 4..97 6.29 6. 6.36 7. 7.67 7. 7.71 7. 7 .75 7.79

2

  2

E 

 

Q sQ  Fy 

, Q 

Fy = 2530 Kg/cm2 Qs C´c -

1.0

 J

cm4 27.9 37.4 33.4 44.1 45.5 62 80.6 106

55

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d cm 16.10 16.40 16.70 17.00 17.40 17.80 18.30 18.70 19.10 19.60

tw cm 1.40 1.55 1.80 2.01 2.21 2.44 2.69 3.00 3.26 3.54

mm**

x

Kg/m

152 152 152 152 152 152 152 152 152 152

x x x x x x x x x x

71.4 79.0 89.1 10 1 01.3 11 113.4 12 1 26.6 14 1 41.3 156.5 171.7 187.4

in. x Lb./ft.

6 6 6 6 6 6 6 6 6 6

x x x x x x x x x x

4 48 8.0 5 53 3.0 6 60 0.0 68.0 76.0 85.0 95.0 10 105.0 11 115.0 12 126.0

mm**. x

305 305 305 305 305 305 305 305 305 305

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

x x x x x x x x x x

Kg/m

in.

x

Lb./ft.

14 142.80 15 158.00 17 178.80 2 20 02.10 2 22 26.40 2 25 53.30 2 28 82.60 313.00 342.90 375.30

12 12 12 12 12 12 12 12 12 12

x x x x x x x x x x

96 106 120 136 152 170 190 210 230 252

 

Patin bf cm 30.90 31.00 31.30 31.50 31.70 31.90 32.20 32.50 32.80 33.00

Distancia tf cm 2.29 2.51 2.81 3.18 3.56 3.96 4.41 4.83 5.26 5.72

Peso

k cm 4.13 4.29 4.60 4.92 5.40 5.72 6.19 6.67 6.98 7.46

Kg/m 71.4 79 89.1 101.3 113.4 126.6 141.3 156.5 171.7 187.4

56

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades EJE X - X

d 

Area

t w 

I

cm 91 100.7 113.6 129 144.5 161.3 180

cm³

11.6 1 10 0.6 9.2 8.5 7.8 7.3 6.7

cm 1332 1511 1806 2106 2435 2822 3288

199.4 218.7 238.7

6.2 5.8 5.5

3833 4412 5036

2

EJE Y - Y

S 4

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

r

y

I

cm

cm

100 113 135 155 177 202 232

3.82 3.88 3.98 4.04 4.1 4.18 4.27

2.88 3.02 3.25 3.44 3.64 3.86 4.11

cm 5619 6285 7159 8283 9448 10780 12279

268 303 343

4.38 4.48 4.59

4.37 4.62 4.88

13819 15442 17232

4

 

2

C 0

S

r

cm³

cm

363.8 404.8 458.8 526 596.5 675.1 762 850.4 942.3 1042.2

  2

E 

 

Q sQ  Fy 

, Q 

1.0

 J

Fy = 2530 Kg/cm2

7. 7.86 7.9 7. 7.94 8.02 8.1 8. 8 .17 8.26

Qs -

C´c -

cm4 142 191 270 384 537 741 1020

8. 8 .34 8. 8 .42 8.51

-

-

1350 1730 2230

57

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones

mm**

Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d

tw

x

Kg/m

in. x Lb./ft.

mm**. x

Kg/m

in.

x

Lb./ft.

Patin bf

Distancia tf

k

Peso

152 152 152 178 178 178 178 178 178 178

x x x x x x x x x x

20 2 07.7 22 2 26.9 25 2 50.2 16.5 19.5 22.4 25.3 28.3 32 35 3 5.8

6 6 6 7 7 7 7 7 7 7

x x x x x x x x x x

13 139.5 15 152.5 16 168.0 11 13 15 17 19 21.5 24

305 305 305 356 356 356 356 356 356 356

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

x x x x x x x x x x

414.80 453.80 500.40 32.9 38.9 44.8 50.6 56.7 63.8 71.4

12 12 12 14 14 14 14 14 14 14

x x x x x x x x x x

 

cm 20.10 20.70 21.40 17.4 17.7 17.6 17.8 17.9 17.3 17.5

279 305 336 22 26 30 34 38 43 48

cm 3.89 4.13 4.51 0.58 0.68 0.69 0.72 0.78 0.78 0.86

cm 33.40 33.60 34.00 12.7 12.8 17.1 17.1 17.2 20.3 20.4

cm 6.27 6.87 7.51 0.85 1.07 0.98 1.16 1.31 1.35 1.51

cm 8.10 8.73 9.37 2.22 2.38 2.38 2.54 4.29 3.33 3.5

Kg/m 207.6 226.9 250.2 16.5 19.5 22.4 25.3 28.3 32 35.8

58

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil* "IR" a la mitad dealsu peralte *.- Redondeado milimetro Propiedades EJE X - X

d 

Area

cm2 264.5 289 318.7 21 24.8 28.5 32.2 36 40.7 45.6

EJE Y - Y

C 0

t w 

I

S

r

y

I

S

r

cm³

cm

cm

cm

394 443 511 47.6 54.3 58.2 62.8 69.2 65.2 73.5

4.72 4.83 4.99 5.42 5.39 5.24 5.18 5.18 4.71 4.74

5.2 5.5 5.86 4.46 4.36 3.98 3.88 3.9 3.32 3.42

cm4 19521 21852 24682 146 185 407 487 554 941 1070

cm³

5.1 5 4.7 29.9 24.8 28.5 32.2 36 40.7 45.6

cm4 5869 6743 7908 616 720 791 870 970 912 1036

1168.4 1300 1452 22.9 29 47.7 56.5 64.6 92.6 104.9

8.61 8. 8.71 8.83 2.63 2.73 3.77 3.87 3.92 4.78 4. 4 .82

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

2

  2

E 

 

Q sQ  Fy 

, Q 

1.0

 J

Fy = 2530 Kg/cm2 Qs 0.621 0.737 0.81 0.857 0.934 0.947 -

cm4 2960 3840 5010 4.49 7.61 8.35 12.3 17.1 23.5 31.9

C´c 160 147 140 136 130 130 -

59

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d cm 17.7 17.6 17.8 18 18.2

tw cm 0.94 0.95 1.05 1.14 1.3

mm**

x

Kg/m

178 178 178 178 178

x x x x x

39.6 45.4 50.6 5 55 5.2 60.8

in. x Lb./ft.

7 7 7 7 7

x x x x x

26.5 3 30 0.5 34 37 41

CARLOS ALBERTO ARTEAGA MOSCOSA

mm**. x

356 356 356 356 356

 

x x x x x

Kg/m

in.

x

Lb./ft.

79 90.7 101.3 1 11 10.4 122.1

14 14 14 14 14

x x x x x

53 61 68 74 82

60

Patin bf cm 20.5 25.4 25.5 25.6 25.7

Distancia tf cm 1.68 1.64 1.83 1.99 2.17

k cm 3.65 3.65 3.81 4 4.13

Peso

Kg/m 39.6 45.4 50.6 55.2 60.8

ERNESTO VILLA OCHOA  

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECT RECTANGULAR ANGULAR MANUAL IMCA NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades EJE X - X

d 

Area

cm2 50.4 57.8 64.5 70.3 77.4

EJE Y - Y

C 0

t w 

I

S

r

y

I

S

r

cm³

cm

cm

cm

81 83.1 93.3 102 117

4.75 4.54 4.57 4.6 4.68

3.49 3.15 3.26 3.35 3.53

cm4 1199 2235 2527 2785 3088

cm³

50.4 57.8 64.5 70.3 77.4

cm4 1149 1203 1357 1498 1715

117.3 175.3 198.3 218 239.3

4 4..86 6.19 6.24 6.28 6. 6.29

CARLOS ALBERTO ARTEAGA MOSCOSA

 

2

  2

E  , Q  Q sQ  Fy   

1.0

 J

Fy = 2530 Kg/cm2 Qs C´c -

cm4 43.3 48.5 65.5 83.3 110

61

ERNESTO VILLA OCHOA  

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

d x peso

d x peso

mm**

x

Kg/m

in. x Lb./ft.

178 178 178 178

x x x x

66.9 74 81 89.6

7 7 7 7

x x x x

45 49.5 54.5 60

356 356 356 356

1 27 08 3 203 203 203 203

xx x x x x

8..4 3 19 199 23.1 26.7 29.8 33.6

7 8 8 8 8 8

xx x x x x

63 6 1 1 15 5.5 18 20 2 22 2.5

30 56 6 4 406 406 406 406

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

mm**. x

 

Peralte

Alma

Distancia

Peso

d

tw

bf

tf

k

90 99 109 120

cm 17.8 18 18.2 18.4

cm 1.12 1.23 1.33 1.5

cm 36.9 37 37.1 37.3

cm 1.8 1.98 2.18 2.39

cm 3.5 3.65 4 4.13

Kg/m 66.9 74 81 89.6

12362 31 36 40 45

1 18 9..6 9 20.2 20.1 20.3 20.5

1 0..6 64 4 0.7 0.75 0.78 0.88

3174.4 14 17.7 17.8 17.9

2 0..6 82 8 1.12 1.09 1.28 1.44

42..279 2.86 2.86 3.02 3.18

99 8..4 3 1 23.1 26.7 29.8 33.6

Kg/m

in.

x

Lb./ft.

x x x x

134.2 14 147.4 16 1 62.1 178.8

14 14 14 14

x x x x

xx x x x x

13986..95 46.2 53.7 59.8 67.4

1 14 6 16 16 16 16

xx x x x x 62

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR

Patin

MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar c onsultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades EJE X - X Area cm2 85.2 94.2 103.2 114.2 125.2 24.8 29.4 34.1 38 42.8

EJE Y - Y

C 0

2

  2

E 

 

, Q 

1.0

s

d  t w 

I

S

r

y

I

S

r

cm³

cm

cm

cm

101 113 124 141 157 67.2 76.1 82.9 87.8 99.9

4.21 4.25 4.27 4.34 4.39 6.24 6.19 6.07 5.98 6.03

2.78 2.89 2.98 3.14 3.27 5.21 5.06 4.72 4.54 4.68

cm4 7534 8366 9282 10281 11405 200 258 508 600 683

cm³

85.222 94.2 103.2 1 11 14.2 125.2 31.4 28.8 26.9 26.3 23.4

cm4 1515 1702 1886 2152 2406 978 1140 1274 1378 1573

409.7 452.3 501.4 552.3 609.6 28.5 36.7 57.4 67.5 76.5

9.39 9. 9 .43 9.48 9.5 9.55 2.81 2.94 3.84 3.94 3.97

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Q  Q  Fy  Fy = 2530 Kg/cm2 Qs 0.583 0.668 0.754 0.784 0.904

 J

C´c 168 154 145 142 133

cm4 85.5 112 148 196 256 6.7 11.1 12.8 18.9 25.7

63

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

tw cm 0.97 1.09 1 1.16 1.33 1.49 0.76

bf cm 18 18.1 26 26.1 26.3 26.5 15.2

tf cm 1.6 1.82 1.69 1.93 2.22 2.5 1.08

k cm 3.33 3.49 3.5 3.65 3.97 4.29 2.86

Kg/m 37.3 42.4 49.8 57.2 66.3 74.4 26.1

0.8 0.91 0.9

15.3 15.4 19

1.33 1.54 1.45

3.02 3.18 3.18

29.8 34.3 37.1

mm**

x

Kg/m

Kg/m

in.

x

Lb./ft.

203 203 203 203 203 203 229

x x x x x x x

37 37.3 42.4 49 49.8 57.2 66.3 74.4 26.1

8 8 8 8 8 8 9

x x x x x x x

25 28 28.5 33.5 38 38.5 44 44.5 50 17 17.5

406 406 406 406 406 406 457

x x x x x x x

74.4 85.1 99.8 114.5 132.7 148.9 52.2

16 16 16 16 16 16 18

x x x x x x x

50 57 66 77 89 100 35

d cm 20.7 20.9 20.7 21 21.3 21.6 22.5

229 229 229

x x x

29 2 9.8 34.3 37 37.1

9 9 9

x x x

20 23 25

457 457 457

x x x

59.8 68.4 74.4

18 18 18

x x x

40 46 50

22.7 22.9 22.8

in. x Lb./ft.

mm**. x

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Patin

Distancia

Peso

64

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades

Area

EJE X - X

d  t w 

I

S

EJE Y - Y r

y

I

S

C 0 r

2

  2

E 

 

Q sQ  Fy 

, Q 

Fy = 2530 Kg/cm2

1.0

 J

cm2 47.6 54.1 63.5 72.9 84.5 94.8 33.2 37.9 43.7 47.3

cm4 1761 2027 2023 2368 2797 3197 1669 1865 2169 2227

21.4 19.1 20.7 18.2 15.9 14.5 29.5 28.4 25.1 25.3

cm³

cm

cm

111 127 121 141 165 187 102 110 128 128

6.05 6.09 5.62 5.68 5.74 5.78 7.05 6.97 7.01 6.83

4.76 4.89 3.96 4.12 4.31 4.46 6 5.73 5.86 5.34

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

cm4 774 900 2477 2880 3384 3875 319 397 470 832

 

cm³

cm

86.2 99.3 190 219.6 257.3 293.3 42 52 61 87.7

4.01 4.05 6.22 6. 6 .26 6. 6 .32 6. 6 .37 3.08 3.21 3.26 4.17

Qs 0.99 0.638 0.69 0.831 0.823

cm4 34.5 50.3 52.6 78.7 118 168 11.9 19.3 28.1 28.4

C´c 127 158 152 138 139

65

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d

tw

bf

tf

k

cm 23 23.2 23.3 23.5 23.1 23.4 23.6 23.8 24.1 26.2

cm 0.99 1.05 1.14 1.26 1.08 1.22 1.36 1.5 1.66 0.89

cm 19.1 19.2 19.3 19.4 28 28.2 28.3 28.4 28.6 16.5

cm 1.6 1.77 1.91 2.06 1.73 1.96 2.21 2.39 2.69 1.14

cm 3.33 3.5 3.65 3.81 3.5 3.65 3.97 4.13 4.45 3.02

mm**

x

Kg/m

229 229 229 229 229 229 229 229 229 267

x x x x x x x x x x

41 44 4 4.7 48.4 52.7 56 5 6.7 64.3 72.4 79 88.6 32.9

in. x Lb./ft.

9 9 9 9 9 9 9 9 9 10 10.5

x x x x x x x x x x

27.5 30 32 32.5 35 35.5 38 43 48 48.5 53 59 59.5 22

mm**. x

457 457 457 457 457 457 457 457 457 533

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

x x x x x x x x x x

Kg/m

in.

x

Lb./ft.

82 89.1 96.7 105.3 112.9 128.1 144.3 15 1 57.5 177.8 65.8

18 18 18 18 18 18 18 18 18 21

x x x x x x x x x x

55 60 65 71 76 86 97 106 119 44

 

Patin

Distancia

Peso

Kg/m 41 44.7 48.4 52.7 56.7 64.3 72.4 79 88.6 32.9

66

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades

Area

EJE X - X

d  t w 

EJ E Y - Y

C 0

I

S

r

y

I

S

r

cm³

cm

cm

cm³

cm

141

6.86

5.43

cm4 937

97.8

16 56 2 1 184 161 184 208 231 261 159

6..8 88 5 6 6.93 6.42 6.46 6.49 6.55 6.59 8.37

5..4 5 55 5 5.7 4.56 4.7 4.83 4.98 5.13 7.48

11104401 1253 3172 3646 4162 4579 5245 429

111088..36 129.3 226 259 295 322.8 368.7 52.1

cm2 52.3

23.2

cm4 2477

51 6..6 9 6 67.1 72.3 81.9 92.3 100.7 112.9 41.9

2202.4 18.7 21.4 19.2 17.4 1 15 5.9 14.5 29.5

29 64 93 3 2 3255 2989 3430 3904 4329 4953 2960

CARLOS ALBERTO ARTEAGA MOSCOSA

2

  2

E 

 

Q sQ  Fy 

, Q 

1. 0

 J

Fy = 2530 Kg/cm2

4.21

Qs 0.913

C´c 132

cm4 37.3

4. 44..2 26 8 4. 4.31 6.26 6.66 6.72 6. 6 .74 6. 6 .81 3.19

0.9-64 0.99 0.638

12- 8 127 158

4 68 1..1 2 76.9 61.7 89.5 126 162 228 18.1

 

ERNESTO VILLA OCHOA

67

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d cm 26.5 26.7 26.7 26.8 27 27.2 27.5 27.1 27.3 27.5

tw cm 0.97 1.03 1.02 1.09 1.16 1.31 1.47 1.27 1.4 1.52

mm**

x

Kg/m

267 267 267 267 267 267 267 267 267 267

x x x x x x x x x x

37.3 42.4 46.2 50.6 54.2 61.8 69.4 75.5 82.6 90.7

in. x Lb./ft.

11 11 10 10.5 11 11 11 11 10 1 0.5 11 11

x x x x x x x x x x

25 28 28.5 31 34 36 36.4 41 41.5 46 46.5 50 5 0.5 55 55.5 61

mm**. x

533 533 533 533 533 533 533 533 533 533

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

x x x x x x x x x x

Kg/m

in.

x

Lb./ft.

74.4 84.6 92.7 101.3 108.9 123.1 138.3 150.9 165.6 181.8

21 21 21 21 21 21 21 21 21 21

x x x x x x x x x x

50 57 62 68 73 83 93 101 111 122

 

Patin bf cm 16.6 16.6 20.9 21 21.1 21.2 21.4 31.2 31.3 31.5

Distancia tf cm 1.36 1.65 1.56 1.74 1.88 2.12 2.36 2.03 2.22 2.44

Peso

k cm 3.33 3.5 3.5 3.65 3.81 3.97 4.29 3.97 4.13 4.29

Kg/m 37.3 42.4 46.2 50.6 54.2 61.8 69.4 75.5 82.6 90.7

68

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los perfiles sombreados no son s on de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades

Area

EJE X - X

d 

EJE Y - Y

C 0

t w 

I

S

r

y

I

S

r

cm2 47.5 54 58.9 64.5

cm³

cm

cm

cm

176 193 195 211

8.36 8.32 8.12 8.12

7.37 7.18 6.52 6.54

cm4 520 637 1195 1349

cm³

27.5 26 26.2 24.6

cm4 3342 3763 3904 4287

62.6 76.5 114.2 128.3

69 78.7 88.4 96.1 105.2 115.5

23.3 20.8 18.6 21.4 19 1 9.5 1 18 8.1

4578 5386 5994 5619 6243 6909

226 258 293 259 288 317

8.11 8.17 8.22 7.62 7.67 7.7

6.55 6.73 6.92 5.51 5.65 5.76

1469 1694 1931 5161 5702 6327

139.5 160 180 331 363.8 403

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

2

  2

E 

 

Q sQ  Fy 

, Q 

1. 0

 J

Fy = 2530 Kg/cm 2

3.29 3.43 4.49 4.55

Qs 0.733 0.793 0.784 0.853

C´c 147 142 142 137

cm4 26.1 39.6 40.7 53.6

4.59 4.64 4.67 7.31 7. 7 .35 7.39

0.908 0.99 -

132 127 -

67.2 94.6 132 113 146 193

69

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d cm 27.7 28 29.9 30.1 30.1 30.4 30.6 30.9 30.6 30.8

tw cm 1.65 1.83 1 1.09 1.05 1.12 1.19 1.31 1.27 1.4

Patin

Distancia Peso

mm**

x

Kg/m

in. x Lb./ft.

267 267 305 305 305 305 305 305 305 305

x x x x x x x x x x

98.3 10 109.4 41 46.1 50.6 56.7 62.8 69.9 77.5 87.1

11 11 12 12 12 12 12 12 12 12

x x x x x x x x x x

66 73 73.5 27.5 31 34 38 42 47 52 5 58 8.5

mm**. x

533 533 610 610 610 610 610 610 610 610

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

x x x x x x x x x x

Kg/m

in.

x

Lb./ft.

196.5 218.8 82 92.2 101.8 113.4 125.1 140.3 155 174.2

21 21 24 24 24 24 24 24 24 24

x x x x x x x x x x

132 147 55 62 68 76 84 94 104 117

 

bf cm 31.6 31.8 17.8 17.9 22.8 22.8 22.9 23 32.4 32.5

tf cm 2.63 2.92 1.28 1.5 1.49 1.73 1.96 2.22 1.91 2.16

k cm 4.6 4.76 3.33 3.5 3.5 3.65 3.97 4.13 3.81 4.13

Kg/m 98.3 109.4 41 46.1 50.6 56.7 62.8 69.9 77.5 87.1

70

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar c onsultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades

Area

EJE X - X

d  t w 

cm2 125.2 139.4 52.3 58.8 64.5 72.3 80 89 98.7 111

16 1 6.8 15 1 5.3 29.9 27.6 28.6 27.2 25.6 23.6 24.1 22

EJE Y - Y

C 0

I

S

r

y

I

S

r

cm4 7533 8491 4870 5453 5702 6285 6909 7742 7867 8824

cm³

cm

cm

cm³

cm

346 388 231 256 256 277 300 334 328 365

7.75 7.79 9.61 9.61 9.37 9.31 9.29 9.29 8.89 8.9

5.9 6.07 8.78 8 8..7 7.72 7.56 7.51 7.55 6.55 6.62

cm4 6909 7825 604 716 1465 1719 1965 2268 5411 6202

437.5 491.6 68 80.3 128.6 150.4 172.1 196.6 332.7 378.5

7. 7.42 7. 7 .48 3.39 3.48 4.74 4.86 4.95 5.02 7.36 7.45

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

2

  2

E 

 

Q sQ  Fy 

, Q 

1.0

 J

Fy = 2530 Kg/cm2 Qs 0.626 0.724 0.681 0.741 0.81 0.896 0.874 0.96

C´c 159 148 153 146 140 133 135 129

cm4 241 330 27.7 39 42.5 59.8 81.2 116 104 146

71

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d

tw

Patin bf

Distancia tf

k

Peso

mm**

x

Kg/m

in. x Lb./ft.

305 305 305 343 343 343 343 343 343 343

x x x x x x x x x x

97.7 10 108.9 121 62.8 69.9 76 85.1 10 108.9 120 13 132.2

12 12 12 13 13.5 14 14 14 13.5 14 14

x x x x x x x x x x

65 65.5 73 81 42 47 51 57 73 80 80.5 89

mm**. x

610 610 610 686 686 686 686 686 686 686

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

x x x x x x x x x x

Kg/m

in.

x

Lb./ft.

195 217.8 241.6 125.6 140.3 151.9 169.7 217.3 240.1 264.9

24 24 24 27 27 27 27 27 27 27

x x x x x x x x x x

131 146 162 84 94 102 114 146 161 178

 

cm 31.1 31.4 31.8 33.9 34.2 34.4 34.7 34.8 35 35.3

cm 1.54 1.65 1.79 1.17 1.24 1.31 1.45 1.54 1.68 1.84

cm 32.7 32.8 32.9 25.3 25.4 25.4 25.6 35.5 35.6 35.8

cm 2.44 2.77 3.1 1.63 1.89 2.11 2.36 2.48 2.74 3.02

cm 4.45 4.76 5.08 3.5 3.65 3.97 4.13 4.29 4.6 4.76

Kg/m 97.7 108.9 121 62.8 69.9 76 85.1 108.9 120 132.2

72

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades EJE X - X

d 

Area

cm2 124.5 138.7 154.2 80 89 96.8 108.4 138.7 152.9 168.4

EJE Y - Y

C 0

t w 

I

S

r

y

I

S

r

cm³

cm

cm

cm

407 445 490 359 390 415 464 512 564 625

8.9 8.87 8.88 10.6 10.5 10.5 10.5 10 10.1 10.1

6. 6.7 6.73 6.83 8.81 8.64 8.55 8.68 7.47 7.58 7.74

cm4 7076 8116 9199 2198 2581 2897 3305 9240 10323 11571

cm³

20 20.2 19 17.7 29 27.5 26.3 23.9 22.6 20.9 19.2

cm4 9906 10988 12196 8991 9948 10738 12029 13985 15484 17232

434.3 496.5 560.4 173.7 203.2 227.8 259 519.5 580 645.7

7. 7.53 7. 7 .64 7.73 5.24 5.38 5.47 5.53 8.16 8.22 8.28

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

2

  2

E 

 

Q sQ  Fy 

, Q 

1.0

 J

Fy = 2530 Kg/cm 2 Qs 0.664 0.728 0.78 0.883 0.938 -

C´c 155 148 143 134 130 -

cm4 207 289 395 60.4 85.9 112 154 230 307 411

73

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

tw cm 1.32

bf cm 26.5

tf cm 1.7

k cm 3.65

Kg/m 73.4

1..4 34 8 1 1.49 1.56 1.66 1.8 1.97 1.4 1.47

26 2 6..6 7 26.7 26.8 38.1 38.2 38.4 29.2 29.2

1 2..9 13 6 2.36 2.54 2.71 2.01 3.34 1.88 2.17

4.413 4.29 4.45 4.76 4.92 5.4 4 4.29

8 8.60.5 6 92.2 98.3 128.6 142.3 157 87.6 97.2

d x peso mm**

x

Kg/m

381

x

73.4

3 38 81 1 381 381 381 381 381 419 419

xx x x x x x x x

8 80 6..5 6 92.2 98.3 12 128.6 14 142.3 157 87.6 97.2

49 49.5

732

x

147.4

30

x

99

d cm 37.7

58 5584.8 62 66 86 8 6.5 95 95.5 105.5 59 65

73 32 2 7 732 732 762 762 762 838 838

xx x x x x x x x

1 16 70 3..5 2 184.9 197 257.3 284.1 314 175.7 194

3 30 0 30 30 30 30 30 33 33

xx x x x x x x x

111068 124 132 173 191 211 113 130

38 7..1 9 3 38.3 38.5 38.7 39 39.3 41.7 42

in. x Lb./ft.

15 x 1 15 5 15 15 15 15 15 16 16.5 17

xx x x x x x x x

mm**. x

Kg/m

in.

x

Lb./ft.

Patin

Distancia

Peso

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

74

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados s ombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades EJE X - X

d 

Area

cm 93.6 102.6 110.3 117.4 125.2 163.9 181.3 200 111.6 123.9

t w 

I

28.5 27.4 26.5 25.8 24.6 23.2 21.6 20 29.9 28.5

cm 13403 14526 15525 16483 17523 20687 22851 25390 19521 21353

2

EJE Y - Y

S 4

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

r

y

I

cm 2660 3038 3417 3763 4079 12445 13985 15733 3896 4537

cm³

cm

cm

492 525 553 579 614 684 750 827 643 691

11.9 11.9 11.9 11.8 11.8 11.2 11.2 11.3 13.2 13.1

10.4 10.2 9.99 9.88 9.89 8.41 8.49 8.62 11.3 11.1

4

 

C 0

S

r

cm³

cm

200 227.8 257.3 281.9 304.8 653.8 732.5 821 267 310

5.32 5.45 5.57 5.66 5.7 8.71 8.8 8.87 5.9 6.06

2

  2

E 

 

Q sQ  Fy 

, Q 

1.0

 J

Fy = 2530 Kg/cm 2 Qs .685 .733 .767 .801 .853 .913 .981

C´c 152 147 144 141 137 132 127

.621 .685

160 152

cm4 80.3 106 136 168 206 321 432 585 113 156

75

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d cm 42.3 42.5 42.8 43.1 43.4 45.1 45.5 45.7 45.9 46.1

tw cm 1.54 1.61 1.82 1.97 2.11 1.52 1.59 1.65 1.73 1.84

mm**

x

Kg/m

in. x Lb./ft.

419 419 419 419 419 457 457 457 457 457

x x x x x x x x x x

1 10 05.3 1 11 13.4 1 14 49.4 1 16 64.6 1 17 79.3 1 10 00.8 1 11 11.9 119 1 12 26.6 135.7

17 17 16.5 17 17 18 18 18 18 1 18 8

x x x x x x x x x x

70 7 0.5 76 100.5 110.5 120.5 67 6 7.5 75 80 85 91

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

mm**. x

838 838 838 838 838 914 914 914 914 914  

x x x x x x x x x x

Kg/m

in.

x

Lb./ft.

210.7 226.4 299.3 329.2 359.1 201.1 223.9 238 253.2 271.5

33 33 33 33 33 36 36 36 36 36

x x x x x x x x x x

141 152 201 221 240 135 150 160 170 182

76

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR*

Patin bf cm 29.3 29.4 40 40.1 40.3 30.4 30.4 30.5 30.6 30.7

Distancia tf cm 2.44 2.68 2.92 3.24 3.56 2.01 2.39 2.59 2.79 3

k cm 4.45 4.76 4.92 5.24 5.56 4.29 4.76 4.92 5.08 5.4

Peso

Kg/m 105.3 113.4 149.4 164.6 179.3 100.8 111.9 119 126.6 135.7

ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados s ombreados no son de fabricación común, por lo que se recomienda consultar a su s u proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades EJE X - X Area cm2 164.2 144.5 190.3 209.7 228.4 128.4 142.6 151.6 161.3 172.9

EJE Y - Y

2

C 0

  2

E 

 

, Q 

1.0

Q  Q  Fy 

d  t w 

I

S

r

y

I

S

r

cm³

cm

cm

cm

732 777 909 996 1080 814 871 914 965 1030

13.1 13.1 12.6 12.6 12.6 14.4 14.3 14.2 14.2 14.3

10.9 10.8 9.59 9.68 9.76 12.6 12.1 12 12 12.1

cm4 5120 5661 15609 17482 1 19 9396 4703 5619 6119 6660 7242

cm³

27.5 26.4 23.5 21.9 20.6 29.6 28.7 27.7 26.6 25.1

cm4 22967 24641 30177 33257 36254 26472 29.53 30801 32716 35171

349 387 780 871.8 963.7 309.7 368.7 403.1 436 472

6.19 6.27 9.05 9.13 9.22 60.5 6.28 6.36 6.43 6.47

 J

s

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Fy = 2530 Kg/cm2 Qs .728 .775 .896 .968

C´c 148 143 133 128

.634 .677 .720 .767 .831

158 153 149 144 138

cm4 204 262 430 579 750 148 213 259 318 388

77

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

Dimensiones Designacion TR

Perfil de origen Designacion IR

Peralte

Alma

d x peso

d x peso

d cm 46.3 46.6 45.6 45.8 46.1 46.4 46.7

tw cm 1.94 2.11 1.93 2.03 2.13 2.25 2.4

mm**

x

Kg/m

in. x Lb./ft.

457 457 457 457 457 457 457

x x x x x x x

14 144.3 15 156.5 17 171.2 18 182.3 19 193.5 20 208.7 22 223.3

18 18 18 18 18 18 18

x x x x x x x

97 105 115 122.5 122.5 140 150

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

mm**. x

914 914 914 914 914 914 914

 

x x x x x x x

Kg/m

in.

x

Lb./ft.

288.7 313 342.4 365.2 387.4 417.3 447.2

36 36 36 36 36 36 36

x x x x x x x

194 210 230 245 260 280 300

Patin bf cm 30.8 30.9 41.8 41.9 42 42.2 42.3

Distancia tf cm 3.2 3.45 3.2 3.43 3.66 3.99 4.27

Peso

k cm 5.56 5.87 6.03 6.35 6.51 6.83 7.14

Kg/m 144.3 156.5 171.2 182.3 193.5 208.7 223.4

78

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TR* ERFIL T RECTANGULAR MANUAL IMCA NOTA :Los :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su s u proveedor su disponibilidad. *.- Este perfil se obtiene cortando un perfil "IR" a la mitad de su peralte * *.- Redondeado al milimetro Propiedades

Area

d 

EJE X - X

EJE Y - Y

C 0

2

  2

E 

 

Q  Q  Fy 

, Q 

1.0

 J

s

cm2 183.9 199.4 218.1 232.3 246.5 265.8 284.5

t w 

I

S

r

y

I

S

r

cm³

cm

cm

cm

1100 1200 1100 1160 1230 1310 1410

14.3 14.3 13.3 13.3 13.3 13.3 13.4

12.2 12.4 10.2 1 10 0.2 10.3 10.3 10.5

cm4 7784 8574 19563 21103 22685 24 24932 26 26972

cm³

23.9 22.1 23.6 22.5 21.6 20.6 19.4

cm4 37502 41000 38876 41415 44120 47450 51196

506.4 554 935.7 1006.2 1080 1183 1275

6.52 6.56 9.46 9.53 9.58 9. 9.68 9.74

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Fy = 2530 Kg/cm2 Qs .887 .960 .896 .943 .981

C´c 134 129 133 130 127

cm4 464 588 604 729 878 1110 1340

79

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

OS REDONDO SOLIDO LISO MANUAL IMCA

NOTA :Los perf por lo que se rec eco omie mie

Dimensiones

mm.

Designacion Diametro D cm

6.3 7.9 9.5 11.1 12.7 14.3 15.9 17.5 19.1 20.6 22.2 23.8 25.4 27.0 28.6

Peso

Area

I cm4

Propiedades Ejes X-X y Y-Y S cm3

in

Kg/m

lb/ft

cm

0.63 0.79 0.95 1.11 1.27 1.43 1.59 1.75 1.91 2.06

1/ 4 5/16 3/ 8 7/16 1/ 2 9/16 5/ 8 11/16 3/ 4 13/16

0.249 0.388 0.559 0.760 0.994 1.257 1.552 1.878 2.235 2.622

0.167 0.261 0.376 0.511 0.668 0.845 1.043 1.262 1.502 1.762

0.317 0.495 0.713 0.970 1.267 1.603 0.979 2.395 2.850 3.345

0.008 0.019 0.040 0.075 0.128 0.205 0.314 0.460 0.653 0.884

0.025 0.048 0.084 0.134 0.201 0.287 0.395 0.526 0.684 0.858

2.22 2.38 2.54 2.70 2.86

7/ 8 15/16 1 1 1/16 1 1/ 8

3.045 3.491 3.973 4.484 5.022

2.046 2.346 2.669 3.013 3.375

3.879 4.453 5.067 5.720 6.413

1.192 1.575 2.043 2.610 3.284

1.074 1.324 1.609 1.932 2.297

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

iles sombreados no son de fabricación común, da consultar a su proveedor su disponibilidad.

 

   

J r  cm

cm4

0.15 98 0.238 0.278 0.318 0.358 0.398 0.438 0.478 0.515 0.555 0.595 0.635

0.02 4 0.08 0.15 0.26 0.41 0.63 0.92 1.31 1.77 2.38 3.15 4.09

2

0.675 0.715

5.22 6.57

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

OS REDONDO SOLIDO LISO MANUAL IMCA

NOTA :Los perf por llo o que que se rec eco omie mie

Dimensiones Designacion Diametro D cm 3.02 3.18 3.33 3.49 3.65 3.81 4.13 4.45 4.77 5.08 5.72 6.03 6.35 6.67 6.99 7.30

mm. 30.2 31.8 33.3 34.9 36.5 38.1 41.3 44.5 47.7 50.8 57.2 60.3 63.5 66.7 69.9 73.0

Peso in 3/16 1/ 4 5/16 3/ 8 7/16 1/ 2 5/ 8 3/ 4 7/ 8

Kg/m 5.605 6.208 6.845 7.514 8.212 9.000 10.490 12.170 13.970 15.890 20.110 22.410 24.830 27.380 30.040 32.840

1 1 1 1 1 1 1 1 1 2 2 1/ 4 2 3/ 8 2 1/ 2 2 5/ 8 2 3/ 4 2 7/ 8

Area lb/ft 3.767 4.172 4.599 5.049 5.518 6.048 7.049 8.178 9.388 10.678 13.514 15.062 16.686 18.400 20.187 22.072

cm2 7.145 7.917 8.729 9.580 10.471 11.401 13.380 15.518 17.813 20.268 25.652 28.580 31.668 34.913 38.320 41.881

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

iles sombreados no son de fabricación común, da consultar a su proveedor su disponibilidad.

 

   

J r  cm 0.755 0.795 0.833 0.873

cm4 8.17 10.04 12.07 14.56

0.913 0.953 1.033 1.113 1.193 1.270 1.430 1.508 1.588 1.668 1.748 1.825

17.42 20.69 28.56 38.50 50.82 65.38 105.10 129.80 159.62 194.31 234.37 278.80

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

I cm4 4.083 5.020 6.036 7.282 8.712 10.343 14.281 19.250 25.412 32.690 52.547 64.900 79.810 97.156 117.186 139.400

Propiedades Ejes X-X y Y-Y S cm3 2.704 3.157 3.625 4.173 4.774 5.430 6.916 8.651 10.655 12.870 18.373 21.525 25.138 29.133 33.530 38.192

OS REDONDO SOLIDO LISO MANUAL IMCA

NOTA :Los pe perf por lo que se se rreeco com mie

Dimensiones

mm. 76.2 82.5 88.9 95.2 101.6

Designacion Diametro D cm 7.62 8.25 8.89 9.52 10.16

Peso in 3 3 1/ 4 3 1/ 2 3 3/ 4 4

Kg/m 35.750 41.970 48.680 55.880 63.580

Area lb/ft 24.024 28.206 32.712 37.552 42.726

cm 45.605 53.518 62.069 71.253 81.073 2

   

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

iles sombreados no son de fabricación común, da consultar a su proveedor su disponibilidad.

 

   

J r  cm 1.905 2.063 2.223 2.380 2.540

   

cm 4 330.99 454.80 613.21 806.39 1046.10

I cm4 165.500 227.400 306.600 403.194 523.048

Propiedades Ejes X-X y Y-Y S cm3 43.438 55.127 68.977 84.706 102.963

P Designacion Tamaño y espesor t mm. x mm. in. x in

Dimensiones Peso Area Kg / m cm2 lb. / ft.

I cm4

25 25 38 38 51 51 51 51 51 64 64 64 64 76 76 76 76 89 89 89 89 89 102 102

x x x x x x x x x x x x x x x x x x x x x x x x

2.4 3.4 2.8 3.2 2.8 3.2 4 4.8 6.4 3.2 3.6 4.8 6.4 3.2 4.8 6.4 7.9 3.2 4 4.8 6.3 7.9 4.8 6.3

1.0 1.0 1.5 1.5 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.5 2 2..5 3.0 3 3..0 3 3..0 3 3..0 3.5 3.5 3 3..5 3 3..5 3 3..5 4 4..0 4 4..0

x x x x x x x x x x x x x x x x x x x x x x x x

0.095 0.133 0.110 0.125 0.110 0.125 0.156 0.188 0.250 0.125 0.141 0.188 0.250 0.125 0.188 0.250 0.313 0.125 0.156 0.188 0.250 0.313 0.188 0.250

1.62 2.10 2.95 3.29 4.00 4.54 5.45 6.43 8.05 5.84 6.47 8.32 10.58 7.12 10.20 13.11 15.74 8.39 10.20 12.10 15.64 18.90 14.02 18.17

1.09 1.41 1.98 2.21 2.69 3.05 3.55 4.32 5.41 3.92 4.35 5.59 7.11 4.78 6.85 8.81 10.58 5.64 6.85 8.13 10.51 12.70 9.42 12.21

2.07 2.68 3.74 4.17 5.11 5.79 6.97 8.19 10.26 7.40 8.26 10.58 13.48 9.01 13.00 16.71 20.10 10.62 13.00 15.40 19.90 24.06 17.87 23.16

1.75 2.01 7.56 8.21 19.04 21.40 24.70 27.80 31.88 44.07 48.30 59.10 70.34 78.93 108.00 131.53 149.00 128.53 154.00 179.00 220.20 253.50 274.30 342.14

102 102 102 127 127 127 127 127 152 152 152 152 152

x x x x x x x x x x x x x

7.9 9.5 12.7 4.8 6.3 7.9 9.5 12.7 4.8 6.3 7.9 9.5 12.7

4 4..0 4 4..0 4.0 5 5..0 5 5..0 5 5..0 5 5..0 5.0 6 6..0 6 6..0 6 6..0 6 6..0 6.0

x x x x x x x x x x x x x

0.313 0.375 0.500 0.188 0.250 0.313 0.375 0.500 0.188 0.250 0.313 0.375 0.500

22.07 25.70 32.19 17.81 23.25 28.39 33.29 42.31 21.62 28.30 34.73 40.89 52.44

14.83 17.27 21.63 11.97 15.62 19.08 22.37 28.43 14.53 19.02 23.34 27.48 35.24

28.13 32.77 41.03 22.71 29.61 36.19 42.45 53.94 27.55 36.10 44.26 52.13 67.10

398.75 445.37 511.95 557.75 703.43 83.66 949.00 1123.82 990.63 1261.18 1510.92 1731.52 2101.97

 

178 178 178 178 178 203 203 203 203 203 203

x x x x x x x x x x x

4.8 6.4 7.9 9.5 12.7 4.8 6.4 7.9 9.5 12.7 15.8

7 7 7 7 7 8 8 8 8 8 8

x x x x x x x x x x x

0.188 0.250 0.313 0.375 0.500 0.188 0.250 0.313 0.375 0.500 0.625

25.42 33.36 41.06 48.48 62.58 29.21 38.42 47.38 56.10 72.70 88.28

17.08 22.42 27.59 32.58 42.05 19.63 25.82 31.84 37.69 48.85 59.28

32.39 42.52 52.32 61.81 80.00 37.23 48.97 60.39 71.61 92.90 112.28

1602.49 2056.18 2476.58 2859.51 3251.32 2422.47 3125.90 3783.54 4412.10 5452.63 6368.34

2 25 54 4 254 254 254 305 305 305 305 356 356 356 406

xx x x x x x x x x x x x

6 7..4 9 9.5 12.7 15.8 6.4 7.9 9 9..5 12.7 7.9 9.5 12.7 7.9

1 10 0 10 1 10 0 1 10 0 12 12 12 1 12 2 14 14 1 14 4 16

xx 0 4 0..2 35 10 3 68 0..5 06 0 x 0.375 71.28 x 0.500 92.95 x 0.625 113.60 x 0.250 58.68 x 0 .3 .313   72.71 x   0.375   86.46 x 0.500 113.20 x 0.313 85.36 x 0.375 101.66 x 0.500 133.46 x 0.313 98.00

3 42 0..6 33 5 47.90 62.46 76.33 39.43 48.86 58.10 76.07 57.36 68.31 89.68 65.87

6 71 6..8 77 7 90.97 118.71 144.52 74.84 92.90 110.32 144.52 109.00 129.68 170.32 125.16

6 72 68 15 7..0 00 0 8907.00 11280.00 13361.00 11030.00 13486.00 15817.00 20187.00 21727.00 25598.00 32924.00 32841.00

78.52 103.30

149.00 196.13

38751.00 44948.00

406 x 9.5 16 x 0.375 406 x 12.7 1 16 6 x 0.500

116.85 153.73

 

OR TUBO CUADRADO MANUAL IMCA cw=0 NOTA :Los p per erffiles sombrea ead dos n no o sso on d dee ffaabricación c ropiedades Ejes X-X y Y-Y S cm3

J r  cm

cm4

1.38 1.58 3.96 4.30 7.49 8.42 9.72 10.95 12.55 13.88 15.20 18.68 22.12 20.71 28.30 34.41 39.17 28.91 34.60 40.10 50.00 57.03 54.08 67.35

0.92 0.87 1.42 1.40 1.93 1.92 1.88 1.84 1.76 2.44 2.42 2.36 2.28 2.95 2.90 2.79 2.72 3.47 3.45 3.40 3.33 3.25 3.91 3.84

1.23 1.59 3.47 3.88 6.51 7.31 8.84 10.25 12.73 11.83 13.13 16.82 21.23 16.96 24.33 31.00 36.64 23.56 28.90 34.03 43.09 51.96 45.35 57.70

78.49

3.76

69.95

87.67 100.45 87.93 111.10 131.42 149.29 177.00 129.95 165.51 198.28 227.78 275.30 180.26 231.10 278.58 321.19 396.57 239.25 308.10 372.00 432.62 539.13

3.68 3.53 4.95 4.88 4.80 4.72 4.57 5.99 5.92 5.84 5.77 5.61 7.04 6.96 6.88 6.81 6.65 8.08 8.00 7.92 7.85 7.69

81.28 101.28 71.68 91.78 112.06 131.16 165.92 104.01 133.74 164.04 192.91 246.44 143.99 188.46 228.58 269.73 347.02 188.56 247.37 300.71 355.70 459.92

 

627.62 493.25 601.41 703.00 881.18 1052.00 722.67 884.90 1039.00 1325.71 1222.48 1440.42 1851.74 1615.76 1900.90 2458.00

7.52 10.10 9.98 9.91 9.75 9.60 12.14 12.06 12.00 11.84 14.15 14.07 13.92 16.21 16.13 15.98

 

553.69 392.36 478.47 567.91 739.47 896.48 570.64 697.32 829.54 1085.08 957.27 1140.59 1496.76 1252.02 1493.52 1964.50

 

 

mún, por lo que se recomienda consultar a su proveedor su disponibilidad.

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TUBO MA Dimensiones Designacion Tamaño y espesor t mm. x mm. x mm. in. x in. x 76 76 76 76 102 102 102 102 102 102 102 102

x x x x x x x x x x x x

5 51 1 5 51 1 51 5 51 1 5 51 1 51 51 51 76 7 76 6 76 76

x x x x x x x x x x x x

3 3..2 3 3..6 4 4..8 6 6..4 3 3..2 4.8 6.4 7.9 3.2 4 4.8 6.4

3 3 3 3 4 4 4 4 4 4 4 4

x x x x x x x x x x x x

2 2 2 2 2 2 2 2 3 3 3 3

x x x x x x x x x x x x

in. 0.125 0.141 0.188 0.250 0.125 0.188 0.250 0.313 0.125 0.156 0.188 0.250

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

Propiedades

Peso

Area

Kg / m lb. / ft.

cm2

I cm4

7.40 8.26 10.58 13.48 9.01 13.00 16.71 20.10 10.62 13.00 15.40 19.90

57.41 63.30 77.42 92.00 117.34 161.00 195.21 221.44 156.41 187.00 218.00 269.00

5.84 6.47 10.58 8.32 7.12 10.20 13.11 15.74 8.39 10.20 21.10 15.60  

3.92 4.35 7.11 5.59 4.78 6.85 8.81 10.58 5.64 6.85 8.13 10.48

Ejes X-X S cm3

r cm

I cm4

15.07 16.60 20.32 24.10 23.09 31.80 38.51 43.60 20.79 36.90 42.90 52.90

2.78 2.77 2.69 1.62 3.60 3.51 3.43 3.33 3.93 3.81 3.76 3.67

15.07 16.60 40.67 47.87 39.69 53.70 64.10 71.18 100.45 120.00 139.00 171.00

Ejes Y-Y S cm3

r cm

J

12.02 13.20 16.00 18.85 15.62 21.10 25.24 28.02 26.36 31.50 36.50 44.80

2.03 2.01 1.96 1.88 2.09 2.03 1.96 1.89 3.07 3.05 3.00 2.93

  cm4 64.26 70.78 88.48 108.00 97.37 135.00 165.98 189.42 192.95 234.29 273.04 343.03

57

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

OR   ECTANGULAR UAL IMCA cw=0 NOTA :Los perfiles sombreados no son de fabricación común, por lo que se recomienda consultar a su proveedor su disponibilidad.

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

58

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TUBO MA

Dimensiones

mm. 102 127 127 127 127 127 127 127 127 127 127 127 127

x x x x x x x x x x x x x x

Designacion Tamaño y espesor t mm. x mm. in. x in. 76 x 7.9 4 x 3 5 1 x 4 ..8 8 5 x 2 51 x 6.4 5 x 2 51 x 7.9 5 x 2 76 x 4.8 5 x 3 76 x 6.4 5 x 3 76 x 7.9 5 x 3 76 x 9.5 5 x 3 76 x 12 12.7 5 x 3 102 x 4.8 5 x 4 102 x 6.4 5 x 4 102 x 7.9 5 x 4 102 x 9.5 5 x 4

Peso x x x x x x x x x x x x x x

in. Kg / m 0.313 18.90 0.188 12.13 0.250 15.64 0.313 18.90 0.188 14.00 0.250 18.17 0.313 22.10 0.375 25.70 0.500 32.30 0. 0.188 15.92 0. 0.250 20.70 0.313 25.24 0 0..375 29.50

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

lb. / ft. 12.70 8.15 10.51 12.70 9.42 12.21 14.83 17.27 21.63 10.70 13.91 16.96 19.82

Area cm2 24.10 15.42 19.94 24.10 17.87 23.16 28.13 21.77 41.03 20.26 26.39 32.13 37.61

 

Propiedades I cm4 310.10 286.78 352.96 405.41 377.11 470.34 549.43 611.86 703.43 466.18 586.88 690.94 778.35

Ejes X-X S cm3 60.96 45.60 55.55 63.91 59.32 74.10 86.36 96.52 110.61 73.58 92.60 108.97 122.90

r cm 3.58 4.32 4.22 4.11 4.60 4.50 4.42 4.32 4.14 4.80 4.72 4.65 4.55

I cm4 196.00 66.60 79.92 89.91 169.82 210.20 243.50 269.72 305.10 331.32 415.40 487.00 549.43

Ejes Y-Y S cm3 51.46 26.22 31.46 35.40 44.57 55.22 63.91 70.79 80.00 65.22 81.77 95.86 107.83

J r cm 2.84 2.06 1.98 1.93 3.07 3.02 2.95 2.87 2.72 4.04 3.96 3.89 3.81

  cm4 400.02 181.70 224.16 256.68 375.77 474.15 555.22 630.46 748.67 617.32 786.98 930.83 1068.79

59

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TUBO MA

Dimensiones

mm. 152 152 152

x x x x

Designacion Tamaño y espesor t mm. x mm. in. x in. 5 1 x 4 ..8 8 6 x 2 51 x 6.4 6 x 2 51 x 7.9 6 x 2

1 15 52 2 152 152 152 178 178 178 178

xx x x x x x x x

5 71 6 76 76 76 76 76 102 102

xx x x x x x x x

9 4..5 8 6.4 7.9 9.5 7.9 9.5 4.8 6.4

6 6 6 6 6 7 7 7 7

xx x x x x x x x

2 3 3 3 3 3 3 4 4

x in. Kg / m lb. / ft. cm2 x 0.188 14.10 9.42 17.87 x 0.250 18.17 12.21 23.16 x 0.313 22.10 14.83 28.13

Propiedades Ejes X-X Ejes Y-Y I S r I S cm4 cm3 cm cm4 cm3 462.00 60.63 5.08 79.10 31.35 547.40 75.38 4.98 96.15 37.85 666.00 87.51 4.88 109.10 42.93

r cm 2.11 2.04 1.97

xx x x x x x x x

7 54 90 5..9 20 1 745.10 878.25 990.63 1311.13 1486.00 1057.23 1344.43

1 3..9 10 5 3.07 3.00 2.95 3.05 2.99 4.22 4.14

Peso

0 0..3 17 85 8 0.250 0. 0.313 0. 0.375 0 0..313 0 0..375 0 0..188 0. 0.250

2 17 5..7 90 2 20.70 25.24 29.50 28.40 33.30 19.72 25.77

1 17 0..2 77 0 13.91 16.96 19.82 19.08 22.37 13.25 17.32

Area

3 22 0..7 27 6 26.39 32.13 37.61 36.19 42.45 25.10 32.84

9 77 8..3 04 0 98.00 115.20 129.78 147.68 167.15 118.97 151.25

4 5..7 45 1 5.31 5.23 5.13 6.02 5.92 6.48 6.40

211081..1020 249.74 290.53 323.83 337.56 278.00 445.34 561.91

4 56 2..5 74 7 65.55 76.20 85.00 88.65 99.14 87.51 110.61

J   cm4 229.57 283.79 325.56 3 46 81 2..1 83 3 610.81 717.02 816.36 890.06 1 10 015.15 1 10 006.22 1 12 289.21

178 x 102 x 7.9

7 x 4 x 0. 0.313

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

31.56

21.21

40.19

 

1602.50

180.26 6.32

666.00

130.77

4.06 1 15 532.19

60

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TUBO MA

Dimensiones

mm. 178 178 178 178 178 178 203 203 203 203 203 203 203

x x x x x x x x x x x x x x

Designacion Tamaño y espesor t mm. x mm. in. x in. 102 x 9.5 7 x 4 127 x 4.8 7 x 5 127 x 6.4 7 x 5 12 127 x 7.9 7 x 5 12 127 x 9.5 7 x 5 12 127 x 12 12.7 7 x 5 51 x 4.8 8 x 2 51 x 6.4 8 x 2 51 x 7.9 8 x 2 51 x 9.5 8 x 2 76 x 4.8 8 x 3 76 x 6.4 8 x 3 76 x 7.9 8 x 3

Peso x x x x x x x x x x x x x x

in. Kg / m 0. 0.375 37.10 0. 0.188 21.62 0. 0.250 28.30 0. 0.313 34.73 0. 0.375 40.89 0. 0.500 52.44 0. 0.188 17.81 0.250 23.25 0.313 28.40 0.375 33.30 0.188 19.72 0.250 25.77 0 0..313 31.56

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

lb. / ft. 24.93 14.53 19.02 23.34 27.48 35.24 11.97 15.62 19.08 22.37 13.25 17.32 21.21

Area cm2 47.29 27.55 20.10 44.26 52.13 67.10 22.71 29.61 36.19 42.45 25.10 32.84 40.19

 

Propiedades Ejes X-X Ejes Y-Y J I S r I S r   cm4 cm3 cm cm4 cm3 cm cm4 1831.41 206.48 6.22 753.38 148.47 3.99 1 17 768.46 1240.37 139.30 6.71 736.73 116.35 5.18 1 14 455.79 1581.68 178.62 6.63 940.68 148.14 5.11 1 18 876.11 1893.85 113.03 6 6..55 1119.66 177.00 5.03 2 22 242.29 2172.73 244.17 6 6..45 1282.00 201.56 4.95 2 26 604.13 2643.10 296.61 6 6..30 1548.40 244.17 4.83 3 32 242.91 994.80 97.83 6.60 105.00 41.30 2.15 329.35 1252.86 123.23 6.50 128.20 50.47 2.08 408.01 1477.63 145.35 6.38 146.51 57.68 2.01 469.01 1669.10 163.87 6.27 160.25 63.10 1.94 521.37 1232.00 121.26 7.01 262.64 69.00 3.23 709.64 1565.00 154.00 6.91 328.82 86.20 3.18 900.30 1861.00 183.54 6.81 385.00 100.94 3.10 1 10 059.69 61

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TUBO MA

Dimensiones

mm. 203 203 203 203 203 203 203 203 203 203 203 254 254

x x x x x x x x x x x x x x

Designacion Tamaño y espesor t mm. x mm. in. x in. 76 x 9.5 8 x 3 102 x 4.8 8 x 4 102 x 6.4 8 x 4 102 x 7.9 8 x 4 102 x 9.5 8 x 4 10 102 x 12 12.7 8 x 4 15 152 x 4.8 8 x 6 15 152 x 6.4 8 x 6 15 152 x 7.9 8 x 6 15 152 x 9.5 8 x 6 15 152 x 12 12.7 8 x 6 51 x 4.8 10 x 2 51 x 6.4 10 x 2

Peso x x x x x x x x x x x x x x

in. Kg / m 0. 0.375 37.10 0. 0.188 21.62 0. 0.250 28.30 0. 0.313 34.73 0. 0.375 40.89 0. 0.500 52.44 0. 0.188 25.42 0. 0.250 33.36 0. 0.313 41.06 0. 0.375 48.48 0. 0.500 62.58 0. 0.188 21.62 0. 0.250 28.30

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

lb. / ft. 24.93 14.53 19.02 23.34 27.48 35.24 17.08 22.42 27.59 32.58 42.05 14.53 19.02

Area cm2 47.29 27.55 36.06 44.26 52.13 67.10 32.39 42.52 52.32 61.81 80.00 27.55 36.10

Propiedades Ejes X-X Ejes Y-Y J I S r I S r   cm4 cm3 cm cm4 cm3 cm cm4 2122.80 280.12 6.71 432.88 113.40 3.02 1 12 210.00 1469.30 144.70 7.32 449.48 98.65 4.27 1 12 206.15 1877.20 185.17 7 7..21 636.83 126.00 4.19 1 15 547.44 2243.49 221.23 7 7..11 753.38 148.30 4.11 1 18 841.42 2576.47 254.00 7 7..03 857.44 168.79 4.06 2 21 128.30 3125.90 308.08 6 6..83 1023.93 201.56 3.91 2 26 623.48 1984.00 191.93 7 7..75 1252.86 163.87 6.22 2 23 365.77 2510.60 245.81 7 7..68 1606.65 211.40 6.15 3 30 064.92 3013.52 296.61 7 7..60 1931.31 254.00 6.07 3 36 681.66 3483.86 342.48 7 7..52 2226.84 291.70 6.00 4 42 299.38 4287.18 422.79 7 7..34 2234.64 358.88 5.87 5 54 415.35 1818.93 142.22 8.13 130.70 51.46 2.18 430.77 2310.10 181.91 8.00 160.25 63.10 2.11 534.20 62

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TUBO MA

Dimensiones Designacion mm. 254 254 356 356 35 6 356 35 6 35 356 6 35 356 6 406 406 406 40 6 406 406 40 6 40 406 6

x x x x x x x x x x x x x x

Tamaño y espesor t mm. x mm. in. x in. 51 x 7.9 10 x 2 51 x 9.5 10 x 2 15 152 2 x 9.5 14 x 6 15 152 2 x 12 12..7 14 x 6 25 254 4 x 7.9 7.9 14 x 1 10 0 25 254 4 x 9.5 9.5 14 x 10 10 25 254 4 x 12 12.7 .7 14 x 10 10 102 2 x 7.9 16 x 4 10 102 2 x 9.5 16 x 4 10 102 2 x 12 12..7 16 x 4 203 x 7.9 16 x 8 20 203 3 x 9.5 9.5 16 x 8 20 203 3 x 12 12.7 .7 16 x 8

Peso x x x x x x x x x x x x x x

Area

in. Kg / m lb. / ft. cm2 0 0..313 34.73 23.34 44.26 0 0..375 40.89 27.48 52.13 0.3 0.375 71.28 47.90 90.97 0.50 0.500 0 92. 92.95 62. 62.46 118. 18.71 0. 0.31 313 3 72. 72.71 48. 48.86 92. 92.90 0.37 0.375 5 86 86.4 .46 6 58 58.1 .10 0 110 10.3 .32 2 0.50 0.500 0 113 13.2 .20 0 76 76.0 .07 7 14 144. 4.52 52 0.3 0.313 60.05 40.35 76.77 0.3 0.375 71.28 47.90 90.97 0.50 0.500 0 92. 92.95 62. 62.46 118. 18.71 0.3 0.313 72.71 48.86 92.90 0.37 0.375 5 86. 86.46 58. 58.10 110. 10.32 0.50 0.500 0 113 13.2 .20 0 76 76.0 .07 7 14 144. 4.52 52

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

Propiedades Ejes X-X

 

I cm4 2751.30 3138.38 14027.00 17 1773 731. 1.46 46 1685 16857. 7.37 37 19 1981 812. 2.62 62 25 2530 306. 6.87 87 13610.77 15900.00 20 2002 020. 0.73 73 20020.73 23 2351 517. 7.00 00 30 3005 052. 2.00 00

S cm3 261.31 247.45 788.22 99 996. 6.33 33 94 948. 8.81 81 1114 14.3 .32 2 14 1424 24.0 .00 0 670.23 783.30 98 986. 6.50 50 984.86 115 156. 6.93 93 14 1478 78.1 .11 1

Ejes Y-Y r cm 7.87 7.77 12.42 12 12..24 13 13..49 13 13.4 .41 1 13 13.2 .26 6 13.33 13.23 13 13..00 14.70 14 14..60 14 14.4 .43 3

I S cm4 cm3 183.97 72.43 201.87 79.48 3708.62 486.70 46 4620 20..17 60 608. 8.00 00 10 1007 072. 2.80 80 79 793. 3.13 13 118 1821 21.0 .00 0 93 930. 0.80 80 15 1502 026. 6.00 00 118 184. 4.78 78 1461.00 288.41 1681.58 331.00 20 2052 52..00 40 403. 3.12 12 6867.82 675.15 80 8033 33..27 78 789. 9.86 86 10 1015 156. 6.00 00 99 999. 9.61 61

J r cm 2.04 1.97 6.40 6. 6.25 25 10. 10.49 10.3 10.36 6 10 10.2 .21 1 4.37 4.29 4. 4.17 17 8.61 8. 8.53 53 8. 8.38 38

 

cm4 614.66 683.98 947 9472.86 12 1203 036. 6.39 39 19 1951 514. 4.42 42 23 2307 074. 4.40 40 298 29815 15.1 .16 6 450 4504.84 522 5226.54 649 6492. 2.28 28 16067.74 18 1895 956. 6.14 14 24 2438 380. 0.57 57

63

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

TUBO MA

Dimensiones

mm. 406 406 406 406 406 406

x x x x

Designacion Tamaño y espesor t mm. x mm. in. x in. 305 305 x 7. 7.9 9 16 x 12 12 305 305 x 9. 9.5 5 16 x 12 305 305 x 12.7 12.7 16 x 12

Peso x in. Kg / m x 0.31 0.313 3 85.3 85.36 6 x 0.37 0.375 5 101. 101.66 66 x 0.50 0.500 0 133. 133.46 46

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA  

 

Area

lb. / ft. cm2 57.3 57.36 6 109. 109.00 00 68.3 68.31 1 129. 129.68 68 89.6 89.68 8 170. 170.32 32

Propiedades Ejes X-X Ejes Y-Y I S r I S 4 3 4 cm cm cm cm cm3 2643 26430. 0.70 70 1301 1301.1 .13 3 15.6 15.60 0 17 1702 023. 3.87 87 1117.6 17.60 0 3113 31134. 4.1 11 1532 1532.2 .20 0 15.5 15.51 1 2006 20062. 2.36 36 1315 1315.8 .88 8 4004 40041. 1.46 46 1966 1966.4 .45 5 15.3 15.34 4 2572 25723. 3.10 10 1687 1687.8 .87 7

64

J r cm 12.5 12.52 2 12.4 12.45 5 12.2 12.28 8

  cm4 3179 31793. 3.40 40 3 376 7691 91.9 .97 7 4 489 8963 63.0 .05 5

Designacion Dxt mm.* x mm.

in.

x

in

Dimensiones Diametro Diametro Peso Nominal interior   cm cm Kg/m

Area cm2

21 21 27 27

x x x x

2.77 3.73 2.87 3.91

0.840 0.840 1.050 1.050

x x x x

0.110 0.147 0.113 0.154

1.3 1.3 1.9 1.9

0.158 0.138 0.210 0.189

1.27 1.62 1.69 2.20

1.61 2.06 2.15 2.80

33 3 3 42 42 48 48 60 60 60 60 73 73 73 73 89 89 89 89 102 102 114 114 114 114

xx x x x x x x x x x x x x x x x x x x x x x x

3..5 35 8 4 3.56 4.85 3.68 5.08 3.91 5.54 8.74 11.07 5.16 7.01 9.53 14.02 5.49 7.62 11.13 15.24 5.74 8.08 6.02 8.56 11.13 13.49

1..3 31 15 5 1 1.660 1.660 1.900 1.900 2.375 2.375 2. 2.375 2.375 2.875 2. 2.875 2. 2.875 2.875 3. 3.500 3. 3.500 3.500 3.500 4. 4.000 4. 4.000 4.500 4 4..500 4.500 4.500

xx x x x x x x x x x x x x x x x x x x x x x x

0..1 17 39 3 0 0.140 0.191 0.145 0.200 0.154 0.218 0.344 0.436 0.203 0.276 0.375 0.552 0.216 0.300 0.438 0.600 0.226 0.318 0.237 0.337 0.438 0.531

2..5 5 2 3.2 3.2 3.8 3.8 5.1 5.1 5.1 5.1 6.4 6.4 6.4 6.4 7.6 7.6 7.6 7.6 8.9 8.9 10.2 10.2 10.2 10.2

0..2 24 63 6 0 0.351 0.325 0.409 0.381 0.525 0.492 0.428 0.382 0.627 0.590 0.539 0.450 0.779 0.737 0.666 0.584 0.901 0.854 10.226 9.718 9.204 8.732

2..2 54 0 3 3.39 4.47 4.05 5.41 5.44 7.48 11.11 13.44 8.63 11.41 14.92 20.39 11.29 15.27 21.35 27.68 13.57 18.64 16.08 22.32 28.32 33.54

3..1 12 9 4 4.32 5.69 5.16 6.90 6.93 9.53 14.16 17.12 11.00 14.53 19.00 25.98 14.39 19.46 27.19 35.27 17.29 23.74 20.48 28.44 36.07 42.72

114 141 141 141 141 141 168

x x x x x x x

17.12 6.55 9.53 12.7 15.88 19.05 7.11

4.500 5.560 5.560 5.560 5.560 5.560 6.630

x x x x x x x

0.674 0.258 0.375 0.500 0.652 0.750 0.280

10.2 12.7 12.7 12.7 12.7 12.7 15.2

8.006 12.820 12.224 11.590 10.954 10.320 15.408

41.03 21.77 30.97 40.28 49.12 57.43 28.26

52.27 27.73 39.45 51.31 62.57 73.16 36.00

 

168 x 10.97 6.630 x 0.432 168 x 14.27 6.630 x 0.562 168 x 18.26 6.630 x 0.719

15.2 15.2 15.2

14.636 13.976 13.178

42.56 54.21 67.57

54.22 69.05 86.07

168 219 219 219 219 219 219 219 219 219 273 273

x x x x x x x x x x x x

21.95 6.35 7.04 8.18 10.31 12.7 15.09 18.25 20.62 22.23 6.35 7.8

6.630 8.630 8.630 8.630 8.630 8.630 8.630 8.630 8.630 8.630 10.750 10.750

x x x x x x x x x x x x

0.864 0.250 0.277 0.322 0.406 0.500 0.594 0.719 0.812 0.875 0.250 0.307

15.2 20.3 20.3 20.3 20.3 20.3 20.3 20.3 20.3 20.3 25.4 25.4

12.440 20.640 20.502 20.274 19.848 19.370 18.892 18.260 17.786 17.464 26.040 25.750

79.22 33.32 36.82 42.55 53.09 64.64 75.92 90.40 100.93 107.93 41.77 51.03

100.92 42.44 46.90 54.20 67.63 82.35 96.71 115.16 128.57 137.49 53.21 65.01

2 3 27 73 273 273 273 324 324 324 324 324 324 324 324 356 356 356 356 356 356 356 356 406 406 406

xx x x x x x x x x x x x x x x x x x x x x x x

92 .2.7 7 1 15.09 18.26 21.44 6.35 8.38 9.53 10.31 12.7 14.27 17.48 21.44 6.35 7.92 9.53 11.13 12.7 15.09 19.05 23.83 6.35 7.92 9.53

10 0..7 75 50 0 1 10.750 10.750 10.750 12.750 12.750 12.750 12.750 12.750 12.750 12.750 12.750 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 16.000 16.000 16.000

xx x x x x x x x x x x x x x x x x x x x x x x

0 0..3 56 05 0 0.594 0.719 0.844 0.250 0.330 0.375 0.406 0.500 0.562 0.668 0.844 0.250 0.312 0.375 0.438 0.500 0.594 0.750 0.938 0.250 0.312 0.375

2 25 5..4 4 25.4 25.4 25.4 30.5 30.5 30.5 30.5 30.5 30.5 30.5 30.5 35.6 35.6 35.6 35.6 35.6 35.6 35.6 35.6 40.6 40.6 40.6

2 25 4..4 75 76 0 24.292 23.658 23.022 31.120 30.714 30.484 30.328 29.850 29.536 28.894 28.102 34.290 33.976 33.654 33.334 32.020 32.542 31.750 30.994 39.370 39.056 38.734

6 80 1..3 51 6 96.02 114.76 133.06 49.73 65.21 73.88 79.73 97.47 108.96 132.09 159.92 54.69 67.91 81.33 94.55 107.40 126.72 158.11 194.97 62.65 77.83 93.27

17063.8.839 122.31 146.19 169.51 63.35 83.07 94.12 101.57 124.16 138.81 168.27 203.72 69.67 86.51 103.61 120.45 136.81 161.42 201.42 248.37 79.81 99.15 118.82

406 406 406 457 457 457 457

x x x x x x x

12.7 16.66 21.44 6.35 7.92 11.13 12.7

16.000 16.000 16.000 18.000 18.000 18.000 18.000

x x x x x x x

0.500 0.659 0.844 0.250 0.312 0.438 0.500

40.6 40.6 40.6 45.7 45.7 45.7 45.7

38.100 37.308 36.352 44.430 44.116 43.474 43.160

123.31 160.13 203.54 70.57 87.72 122.38 139.16

157.08 203.99 259.29 89.90 111.74 155.90 177.27

 

457 457 457 508 508 508 508 508 610 610 610 610 610 610 762

x x x x x x x x x x x x x x x

14.27 19.05 23.83 6.35 9.53 12.7 15.09 20.62 6.35 9.53 12.7 14.27 17.48 24.61 6.35

18.000 18.000 18.000 20.000 20.000 20.000 20.000 20.000 24.000 24.000 24.000 24.000 24.000 24.000 30.000

x x x x x x x x x x x x x

0.562 0.750 0.938 0.250 0.375 0.500 0.594 0.812 0.250 0.375 0.500 0.562 0.668 0.969 x 0.250

45.7 45.7 45.7 50.8 50.8 50.8 50.8 50.8 61.0 61.0 61.0 61.0 61.0 61.0 76.2

42.846 41.890 40.934 49.530 48.894 48.260 47.782 46.676 59.730 59.094 58.460 58.146 57.504 56.078 74.93

155.81 205.75 254.57 78.56 117.15 155.13 183.43 247.84 94.53 141.12 187.07 209.65 255.42 355.28 118.34

198.48 262.10 324.29 100.07 149.24 197.62 233.67 315.72 120.42 179.77 238.31 267.07 325.38 452.59 150.75

7 76 62 2 762 762 762 914 914 914 914 914 914 1067 1067 1067 1067 1067 1067 1219 1219 1219 1219 1219 1219 1422

xx x x x x x x x x x x x x x x x x x x x x x x

7 9..9 52 3 12.7 15.88 19.05 7.92 9.53 12.7 15.88 19.05 22.23 9.53 12.7 15.88 19.05 22.23 25.4 9.53 12.7 15.88 19.05 22.23 25.4 9.53

3 30 0..0 00 00 0 30.000 30.000 30.000 36.000 36.000 36.000 36.000 36.000 36.000 42 42.000 42 42.000 42.000 42.000 42.000 42 42.000 48 48.000 48 48.000 48.000 48.000 48.000 48 48.000 56 56.000

xx x x x x x x x x x x x x x x x x x x x x x x

0 0..3 31 72 5 0.500 0.625 0.750 0.312 0.375 0.500 0.625 0.750 0.875 0.375 0.500 0.625 0.750 0.875 1.000 0.375 0.500 0.625 0.750 0.875 1.000 0.375

7 76 6..2 2 76.2 76.2 76.2 91.4 91.4 91.4 91.4 91.4 91.4 106.7 106.7 106.7 106.7 106.7 106.7 121.9 121.9 121.9 121.9 121.9 121.9 142.2

7 74 4..9 21 96 4 73.66 73.024 72.39 89.816 89.494 88.86 88.224 87.59 86.954 104.794 104.16 103.524 102.89 102.254 101.62 119.994 119.36 118.724 118.09 117.454 116.82 140.294

1 14 77 6..2 89 5 234.68 292.20 349.04 176.97 212.57 282.29 351.73 420.45 488.89 248.53 330.21 411.64 492.33 572.77 652.46 284.25 377.81 471.17 563.74 656.10 747.67 331.96

1 28 27 5..6 23 8 298.96 372.23 444.64 225.45 270.79 359.60 448.06 535.60 622.79 316.60 420.65 524.39 627.17 729.64 831.16 363.11 481.29 600.22 718.14 835.80 952.45 422.88

1422 1422 1422 1422 1422 1524 1524

x x x x x x x

12.7 15.88 19.05 22.23 25.4 9.53 12.7

56 56.000 56.000 56.000 56.000 56 56.000 60 60.000 60 60.000

x x x x x x x

0.500 0.625 0.750 0.875 1.000 0.375 0.500

142.2 142.2 142.2 142.2 142.2 152.4 152.4

139.66 139.024 138.39 137.754 137.12 150.494 149.86

441.39 550.67 659.11 767.39 874.83 355.94 473.34

562.29 701.49 839.63 977.57 1144.44 453.42 602.98

 

1524 1524 1524 1524

x x x x

15.88 19.05 22.23 25.4

60.000 60.000 60.000 60 60.000

x x x x

0.625 0.750 0. 0.875 1.000

152.4 152.4 152.4 152.4

149.224 148.59 147.954 147.32

 

OC TUBO CIRCULAR MANUAL IMCA

560.62 707.03 823.31 938.73

752.38 900.67 1048.80 1195.83

NOTA: S See re recomienda q qu ue al o orrdenar t Se fabric fabrican an tub tubos os de otr otros os dia diamet metros ros y es espes pesor or Los per perfil files es ssomb ombrea reados dos n Propiedades Ejes X-X y Y-Y I S r  cm cm4 cm3

cm4

0.71 0.83 1.55 1.87

0.66 0.78 1.16 1.40

0.65 0.64 0.85 0.82

1.91 1.91 5.22 5.22

40 E 80 XE 40 E 80 XE

3 4..6 44 0 8.13 10.09 12.93 16.33 27.66 36.09 48.40 54.49 63.63 80.00 97.85 119.34 125.65 162.09 209.80 249.43 199.27 261.47 301.05 400.03 485.56 552.45

2 2..1 68 3 3.85 4.78 5.35 6.76 9.18 11.97 16.05 18.07 17.43 21.93 26.81 32.70 28.27 36.47 47.20 56.11 39.23 51.47 52.68 70.00 84.96 96.67

1 1..0 07 3 1.37 1.33 1.58 1.54 2.00 1.95 1.85 1.78 2.41 2.35 2.27 2.14 2.96 2.89 2.78 2.66 3.40 3.32 3.83 3.75 3.67 3.60

1 11 1..6 64 4 30.55 30.55 52.11 52.11 127.23 127.23 127.23 127.23 278.78 278.79 278.79 278.80 615.94 615.94 615.95 615.96 1062.61 1062.63 584.58 782.53 953.59 1087.37

8400XEE 40 E 80 XE 40 E 80 E 40 E 80 XE 160 XXE 40 E 80 XE 160 XXE 40 E 80 XE 160 XXE 40 E 80 XE 40 E 80 XE 120 160

636.16 630.83 860.73 1071.03 1250.02 1399.98 1171.63

111.31 89.29 121.83 151.60 176.93 198.16 139.23

3.49 4.77 4.67 4 4..57 4 4..47 4.37 5.70

1254.80 1228.53 1688.34 2108.93 2466.92 2766.83 2287.24

XXE 40 E 80 XE 120 160 XXE 40 E

J

Denominación

 

1685.81 2065.43 2457.92 2762.70 2403.40 2639.28 3018.69 3694.07 4401.83 5059.09 5854.75 6399.72 6745.91 4735.77 5724.55

200.33 245.45 292.09 328.31 219.39 240.92 275.55 337.20 401.81 461.81 534.44 584.18 615.78 346.82 419.23

5.58 5 5..47 5 5..34 5.23 7 7..53 7 7..50 7.46 7 7..39 7.31 7.23 7.13 7.06 7.00 9 9..43 9.38

3315.61 4074.87 4859.83 5469.40 4765.57 5237.32 5996.13 7346.89 8762.42 10076.94 11668.27 12758.20 13450.57 9391.67 11369.19

80 XE 120 160 XXE 20 30 40 E 60 80 XE 100 120 140 XXE 20 30

6 86 89 23 7..3 07 5 10212.70 11928.50 13516.60 7988.09 10344.00 11637.80 12498.80 15055.80 16669.90 19813.50 23413.40 10626.30 13078.20 15522.90 17883.90 20135.50 23441.80 28608.40 34350.00 15969.60 19686.90 23407.20

4 69 40 6..1 48 3 747.91 873.56 989.86 493.24 638.72 718.61 771.77 929.65 1029.32 1223.43 1445.72 597.66 735.56 873.06 1005.84 1132.48 1318.43 1609.02 1931.97 785.90 968.84 1151.93

9..2 32 3 9 9.14 9.03 8.93 1 11 1.23 1 11 1.16 11 11.12 1 11 1.09 1 11 1.01 10.96 10.85 10.72 12.35 12.30 12.24 12.19 12.13 12.05 11.92 11.76 14.15 14.09 14.04

17 35 37 04 6..9 1 32 1 20345.56 23777.20 26953.35 16 16109.75 20 2 0821.66 23 23409.38 25 2 5131.51 30245.26 33473.49 39760.82 46960.50 2 21 1960.38 2 26 6864.07 31753.46 36475.42 54487.27 47591.21 57924.37 67092.32 3 30 0885.88 3 38 8321.00 45761.56

6400XEE 80 100 120 20 30 E 40 XE 60 80 100 10 20 30 E 40 XE 60 80 100 10 20 30 E

30465.70 38801.90 48181.10 22826.90 28177.30 38766.10 43777.30

1499.30 1909.54 2371.12 998.99 1233.14 1696.55 1915.85

13.93 13.79 13.63 15.93 15.88 15.77 15.71

59878.81 76551.14 95309.59 4 45 5652.96 56353.68 77532.07 87554.46

40 XE 60 80 10 20 30 XE

 

48680.20 62958.00 76291.10 31485.00 46369.30 60639.40 71032.80 93913.60 54857.40 81045.40 106325.00 118543.00 142917.00 194210.00 107602.64

2130.42 2755.27 3338.78 1239.57 1825.56 2387.38 2796.57 3697.39 1798.60 2657.23 3486.06 3886.06 4685.82 6367.54 2824.25

15.66 15.50 15.34 17.74 17.63 17.52 17.44 17.25 21.34 21.23 21.12 21.07 20.96 20.71 26.72

97360.47 125915.85 152581.69 62970.43 92738.40 121278.84 142065.91 187827.57 109715.58 162094.07 21 212651.50 2 23 37089.54 28 285837.48 38 388423.32 21 215207.47

40 60 80 10 20 30 XE 40 60 10 20 E XE 30 40 60 10

1 7 13 53 93 47 77 2..2 79 209870.86 259137.17 306983.94 231373.96 276936.94 365219.98 451903.63 536468.85 619475.74 442576.97 584542.15 524374.22 861225.01 995989.12 1127849.85 66158.02 875536.62 1086199.17 1292856.59 146848.48 169627.35 1054646.33

31 58 05 0..6 78 5 4 5508.48 6801.57 8057.40 5062.94 6059.94 7991.77 9888.58 11739.04 13 135 555.41 8295.81 10956.85 13 135 577.91 16 161 143.09 18 186 669.15 21140.79 10864.07 14364.98 17821.33 21211.97 24 245 558.88 27 278 841.59 14833.43

2 26 6..6 66 1 26.50 26.39 26.28 32.04 31.98 31.87 31.76 31.65 31.54 37.39 37.28 37.17 37.06 36.95 36.84 42.76 42.65 42.54 42.43 42.32 42.21 49.94

21 321 17 85 91 49 8..7 82 4 41 419745.99 518279.61 613974.14 46 462752.63 55 553878.50 730447.41 90 903816.47 1072948.63 1238964.10 88 885162.96 1169096.20 1448763.20 1722467.57 1991998.53 2255722.68 1324329.53 1751091.08 2172420.48 2585739.51 2993727.46 3393889.26 2109314.14

20EXE 30 10 E 20 XE 30 40 E XE E XE -

1386065.58 1733921.85 2066132.19 2394834.49 2718003.02 1300015.71 1721642.25

19635.44 24387.33 29059.82 33682.97 38228.28 17060.75 22593.96

49.83 49.72 49.61 49.50 49.39 53.55 53.43

2792159.61 3467879.03 4132306.47 4789717.78 5436061.40 2600057.90 3443319.58

-

 

2139256.32 2550276.41 2957340.72 3357933.74

 

28074.52 33468.54 38810.64 44067.82

53.32 53.21 53.10 52.99

4278556.22 5100604.77 5914741.69 6715935.89

-

  bos de acero se especifique la norma oficial mexicana, el d diametro iametro exterior s que que no apar aparece ecen n en est estaa ta tabla bla,, po porr lo que que d deb ebera eran n co consu nsulta ltarse rse los esp espeso eso son de ffabr abrica icació ción n co común mún,, por por lo que se rreco ecomie miend ndaa co consu nsulta ltarr a su su pr prove oveee *.- Re

 

 

y el espesor de pared res de los fabricantes

   

 

or su disponibilidad. ondeado al milimetro

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Designacion

Peso

Area

Dimensiones Peralte Espesor Patin

a

R

I

Dxt mm. x

cal.

in.

x

cal.

Kg / m

cm

76 76 76 76 89 89 89 89 89 102 102 102

18 16 14 12 18 16 14 12 10 18 16 14

3.0 3.0 3.0 3.0 3 1/ 2 3 1/ 2 3 1/ 2 3 1/ 2 3 1/ 2 4.0 4.0 4.0

x x x x x x x x x x x x

18 16 14 12 18 16 14 12 10 18 16 14

1.68 2.15 2.66 3.77 1.97 2.45 3.12 4.31 5.44 2.09 2.61 3.31

2.12 2.77 3.37 4.78 2.49 3.11 3.94 5.45 6.88 2.65 3.30 4.18

x x x x x x x x x x x x

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

2

d

t

bf bf

 

cm

cm

cm

cm

cm

cm4

7.62 7.62 7.62 7.62 8.89 8.89 8.89 8.89 8.89 10.16 10.16 10.16

0.121 0.152 0.190 0.266 0.121 0.152 0.190 0.266 0.342 0.121 0.152 0.190

4.45 4.45 4.45 4.45 5.08 5.08 5.08 5.08 5.08 5.08 5.08 5.08

1.02 1.27 1.27 1.78 1.27 1.27 1.52 1.78 1.78 1.27 1.27 1.52

0.24 0.24 0.24 0.48 0.24 0.24 0.24 0.48 0.48 0.24 0.24 0.24

20.58 25.94 31.72 42.31 32.86 40.65 50.75 67.31 83.29 44.58 55.21 69.09

 

61

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

ZF PERFIL Z FORMADO EN FRIO MANUAL IMCA NOTA :Los perfiles sombreados no son de fabricación común, por lo que se Propiedades Ejes X-X

Ejes Y-Y

Eje x2-x2 r min

90°- 

J

Cw

S

r

I

S

r

Ixy  

cm3

cm

cm4

cm3

cm

cm4

cm

Deg

cm4

cm6

5.40 6.81 8.33 11.10 7.39 9.15 11.42 15.14 18.74 8.78

3.11 3.09 3.07 2.98 3.63 3.62 3.59 3.51 3.48 4.11

10.30 14.00 16.90 25.80 16.40 20.00 26.60 36.80 44.50 16.40

2.36 3.20 3.92 5.98 3.26 4.00 5.33 7.44 9.09 3.26

2.20 2.26 2.24 2.32 2.57 2.53 2.59 2.59 2.54 2.48

11.501 15.128 18.449 25.887 18.115 22.25 28.647 39.098 48.093 20.868

1.887 3.431 3.568 1.891 1.486 1.396 3.592 4.091 4.055 4.576

32.852 34.322 34.135 35.939 32.542 32.406 33.391 34.140 33.812 27.737

0.011 0.021 0.042 0.115 0.012 0.024 0.048 0.131 0.274 0.013

97.288 138.011 165.661 266.054 209.389 254.361 344.204 502.866 602.094 281.233

1 10 3..8 67 0

4..0 06 6 4

2 20 6..0 60 0

4 5..0 30 3

2 2..4 56 1

3235.1.6047

4 3..4 68 85 5

2 27 8..5 49 49 9

0 0..0 02 56 1

36 40 2..7 04 47 2 4

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

62

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

ecomienda consultar a su proveedor su disponibilidad. disponibilidad. * *.- Redondeado al milimetro Propiedades

Sx efectivo Fb=2310 Kg / cm2

Factor   col. Q Fb=2130 Kg / cm2

cm4

cm3

5.22

0.83

18.397

4.457

6 8..8 30 3 11.10 6.89 8.98 11.42 15.14 18.74 8.21

0 0..9 91 5 1.00 0.77 0.86 0.92 0.99 1.00 0.73

2 35 1..6 98 21 5 42.331 29.761 37.419 50.281 67.429 83.371 40.458

6 8..6 33 97 0 11.110 6.227 7.931 11.192 15.174 18.747 7.440

Sec. Efec. Ix Sx

10.68 13.60

0.82 0.88

50.905 68.428

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

9. 9.472 13.323  

63

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Designacion

Peso

Area

Kg / m 4.57 5.78 2.33 2.91 3.69 5.11 6.47 3.58 4.53 6.17 7.84 4.04 5.10

cm2 5.79 7.32 2.95 3.69 4.67 6.46 8.19 4.53 5.73 7.82 9.92 5.11 6.46

Dxt mm. 102 102 127 127 127 127 127 152 152 152 152 178 178

x x x x x x x x x x x x x x

cal. 12 10 18 16 14 12 10 16 14 12 10 16 14

x x x x x x x x x x x x x x

in. 4.0 4.0 5.0 5.0 5.0 5.0 5.0 6.0 6.0 6.0 6.0 7.0 7.0

cal. 12 10 18 16 14 12 10 16 14 12 10 16 14

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

Dimensiones Peralte Espesor Patin d

t

bf bf

a  

R

I

cm 10.16 10.16 12.70 12.70 12.70 12.70 12.70 15.24 15.24 15.24 15.24 17.78 17.78

cm 0.266 0.342 0.121 0.152 0.190 0.266 0.342 0.152 0.190 0.266 0.342 0.152 0.190

cm 5.08 5.08 5.08 5.08 5.08 5.08 5.08 6.35 6.35 6.35 6.35 6.99 6.99

cm 1.78 1.78 1.27 1.27 1.52 1.78 1.78 1.52 1.78 1.78 1.78 1.52 1.78

cm 0.48 0.48 0.24 0.24 0.24 0.48 0.48 0.24 0.24 0.48 0.48 0.24 0.24

cm4 92.18 114.38 74.53 92.45 116.10 156.19 194.62 166.50 209.02 278.93 349.47 253.23 318.17

 

64

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

ZF PERFIL Z FORMADO EN FRIO MANUAL IMCA NOTA NOT A :Los perfiles sombreados no son de fabricación común, por lo que se Propiedades Ejes X-X

Ejes Y-Y

S

r

I

S

r

Ixy  

cm3 18.15 22.52 11.74 14.56 18.28 24.60 30.65 21.85 27.43 36.61 45.86 28.48 35.79

cm 3.99 3.95 5.02 5.01 4.99 4.92 4.88 6.06 6.04 5.97 5.93 7.04 7.02

cm4 36.80 44.50 16.40 20.00 26.60 36.80 44.50 39.50 52.00 67.40 82.40 51.20 67.00

cm3 7.44 9.09 3.26 4.00 5.33 7.44 9.09 6.31 8.31 10.82 13.32 7.39 9.72

cm 2.52 2.47 2.35 2.32 2.38 2.39 2.33 2.95 3.00 2.92 2.87 3.15 3.23

cm4 45.375 55.87 26.373 32.421 42.029 57.936 71.435 61.341 83.025 110.043 136.925 85.207 109.644

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Eje x2-x2 r min

90°- 

J

Cw

cm 1.886 2.861 4.052 3.592 5.220 5.185 5.193 6.302 1.916 2.467 3.581 2.206 3.224

Deg 29.449 28.716 20.879 20.752 21.400 21.806 21.493 21.866 23.194 22.897 22.641 19.943 20.420

cm4 0.139 0.291 0.015 0.029 0.057 0.156 0.326 0.035 0.071 0.191 0.402 0.040 0.079

cm6 670.826 805.569 461.642 562.375 753.241 1092.141 1316.881 1574.981 2291.147 3049.568 3725.496 2789.565 3672.943

65

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

ecomienda consultar a su proveedor su disponibilidad. disponibilidad. * *.- Redondeado al milimetro Sx efectivo Fb=2310 Kg / cm2 18.15 22.52 11.04 14.33 18.28 24.60 30.65 20.42 26.91 36.61 45.89 25.91 34.43

Factor   col. Q Fb=2130 Kg / cm2 0.97 1.00 0.67 0.74 0.81 0.91 0.96 0.67 0.76 0.86 0.92 0.61 0.70

Propiedades Sec. Efec. Ix Sx cm4 92.362 114.505 67.929 85.452 114.880 156.545 194.963 150.093 205.785 284.827 356.918 223.433 292.736

CARLOS ALBERTO ARTEAGA MOSCOSA

cm3 18.173 22.549 10.062 12.782 17.911 24.646 30.693 18.435 26.334 37.379 46.834 23.302 31.201  

66

ERNESTO VILLA OCHOA  

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Designacion Dxt mm. 178 178 203 203 203 229 229 229 229 229 254 254 254

x x x x x x x x x x x x x x

cal. 12 10 16 14 12 10 16 14 12 10 14 12 10

in. 7.0 7.0 8.0 8.0 8.0 8.0 9.0 9.0 9.0 9.0 10.0 10.0 10.0

x x x x x x x x x x x x x x

cal. 12 10 16 14 12 10 16 14 12 10 14 12 10

Peso

Area

Kg / m 7.08 9.01 4.50 5.67 7.88 10.17 4.96 6.24 8.68 11.34 6.82 9.59 12.37

cm2 8.96 11.40 5.69 7.18 9.98 12.88 6.27 7.90 10.99 14.35 8.63 12.14 15.65

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

Dimensiones Peralte Espesor Patin d

t

bf bf

a  

R

I

cm 17.78 17.78 20.32 20.32 20.32 20.32 22.86 22.86 22.86 22.86 25.40 25.40 25.40

cm 0.266 0.342 0.152 0.190 0.266 0.342 0.152 0.190 0.266 0.342 0.190 0.266 0.342

cm 6.99 6.99 7.62 7.62 7.62 7.62 8.26 8.26 8.26 8.26 8.89 8.89 8.89

cm 2.03 2.03 1.52 1.78 2.03 2.29 1.52 1.78 2.03 2.54 1.78 2.29 2.54

cm 0.48 0.48 0.24 0.24 0.48 0.48 0.24 0.24 0.48 0.48 0.24 0.48 0.48

cm4 433.37 544.78 364.86 458.63 626.99 801.37 505.05 634.98 870.54 1128.07 850.22 1183.61 1514.78

67

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

ZF PERFIL Z FORMADO EN FRIO MANUAL IMCA NOTA NOT A :Los perfiles sombreados no son de fabricación común, por lo que se Propiedades Ejes X-X

Ejes Y-Y

Eje x -x

S

r

I

S

r

Ixy  

x2 x2 r min

90 - 

J

Cw

cm3

cm

cm4

cm3

cm

cm4

cm

Deg

cm4

cm6

48.75 61.28 35.91 45.14 61.71 78.87 44.19 55.55 76.16 98.69 66.95 93.20 119.27

6.95 6.91 8.01 7.99 7.93 7.89 8.97 8.96 8.90 8.86 9.93 9.87 9.84

93.20 114.90 64.50 84.50 117.80 154.80 80.30 104.90 146.10 202.70 127.80 188.90 247.20

13.60 16.88 8.57 11.23 15.73 20.81 9.82 12.83 18.03 25.07 14.55 21.63 28.35

3.23 3.18 3.35 3.43 3.43 3.45 3.58 3.63 3.63 3.76 3.84 3.94 3.96

156.949 195.926 114.177 146.829 204.861 268.295 149.339 191.098 270.062 358.521 244.869 351.053 457.675

6.717 5.841 8.420 7.774 6.481 4.165 4.740 6.990 8.810 9.206 2.569 5.366 7.397

21.162 20.937 18.508 18.931 19.230 19.625 17.445 17.778 18.178 18.701 16.943 17.464 17.736

0.217 0.457 0.044 0.087 0.239 0.512 0.049 0.096 0.264 0.568 0.105 0.290 0.620

5591.905 6868.082 4639.508 6086.166 8797.654 11734.944 7388.821 9599.470 14111.501 19225.206 14718.657 22068.322 29121.472

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

68

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

ecomienda consultar a su proveedor su disponibilidad. disponibilidad. * *.- Redondeado al milimetro Sx efectivo Fb=2310 Kg / cm2 48.75 61.28 31.86 42.54 61.71 78.87 38.28 51.26 75.88 98.69

Factor   col. Q Fb=2130 Kg / cm2 0.81 0.87   0.56 0.65 0.77 0.83 0.52 0.60 0.73 0.80

   

6 90 2..5 03 5 119.27

0 0..5 76 0 0.77

Propiedades Sec. Efec. Ix Sx cm4 439.041 552.173 307. 307.88 886 6 414.775 612.984 806.282 403.869 564.035 833.712 1130.360

cm3 49.374 62.107 27.3 27.317 17 38.362 59.206 79.363 30.726 45.998 70.579 98.896

1713013..356504 1496.643

5 5 82 3..4 05 99 116.512

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

69

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

Dimensiones Peralte Espesor Patin

Designacion Dxt mm. x 305 x 305 x

cal. 12 10

x in. 12.0 x 12.0 x

cal. 12 10

Peso

Area

d

t

bf bf

a 

R

I

Kg / m 10.66 13.74

cm2 13.49 17.39

cm 30.48 30.48

cm 0.266 0.342

cm 8.89 8.89

cm 2.29 2.54

cm 0.48 0.48

cm4 1820.11 2333.24

CARLOS ALBERTO ARTEAGA MOSCOSA ERNESTO VILLA OCHOA

 

70

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

ZF PERFIL Z FORMADO EN FRIO MANUAL IMCA NOTA NOT A :Los perfiles sombreados no son de fabricación común, por lo que se Propiedades Ejes X-X

Ejes Y-Y

S

r

I

S

r

Ixy  

Eje x2-x2 r min

cm3 119.43 153.10

cm 11.61 11.58

cm4 188.90 247.20

cm3 21.63 28.35

cm 3.73 3.76

cm4 424.178 553.887

cm 4.114 2.680

CARLOS ALBERTO ARTEAGA MOSCOSA M OSCOSA ERNESTO VILLA OCHOA

 

71

 

TESIS PROFESIONAL "MANUAL DE MANUALES-04"

 

ecomienda consultar a su proveedor su disponibilidad. * *.- Redondeado al milimetro Sx

Factor  

efectivo Fb=2310 2

Kg 118/ .cm 07 152.10

col. Q Fb=2130

Propiedades Sec. Efec. Ix Sx

2

Kg0./6cm 4 0.70

4

170cm 2.553 2305.381

CARLOS ALBERTO ARTEAGA MOSCOSA MOS COSA ERNESTO VILLA OCHOA

3

10cm 7.270 149.696

 

72

 

Pesos promedio de placas y laminas

90°- 

J

Cw

Deg 13.619 13.830

cm4 0.322 0.688

cm6 33097.018 43629.981

Real Espesor Calibre comercial Espesor Espesor No. (mm) (mm) (pulg) 34 33 32 31 30 29 28 1/64" 27 26 25 24 23 22 1/32" 21 20 19 18 17 16 1/16" 15 14 13 12 11 1/8" 10 9 8 7 3/16" 6 5 4 3 1/4" 5/16" 3/8" 7/16" 1/2" 5/8" 3/4" 7/8" 1" 1 1/4" 1 3/8" 1 1/2" 1 3/4" 2" 2 1/4"

2 1/2" 2 3/4" 3"

Peso (kg/m²)

Peso (kg/ft²)

Peso (lb/m²)

Peso (lb/ft²)

13 16 19 22 25 32 35 38 44 51 57

0.21 0.23 0.25 0.27 0.30 0.34 0.38 0.40 0.42 0.45 0.53 0.61 0.68 0.76 0.79 0.84 0.91 1.06 1.21 1.37 1.52 1.59 1.71 1.90 2.28 2.66 3.04 3.18 3.42 3.80 4.18 4.55 4.76 4.94 5.31 5.69 6.07 6.35 7.94 9.53 11.11 12.70 15.88 19.05 22.23 25.40 31.75 34.93 38.10 44.45 50.80 57.15

0.0082 0.0090 0.0097 0.0105 0.0120 0.0135 0.0149 1/64 0.0164 0.0179 0.0209 0. 0.0239 0. 0.0269 0. 0.0299 1/32 0. 0.0329 0. 0.0359 0. 0.0418 0. 0.0478 0. 0.0538 0. 0.0598 1/16 0. 0.0673 0. 0.0747 0. 0.0897 0. 0.1046 0. 0 .1196 1/ 8 0. 0.1345 0. 0.1495 0. 0.1644 0. 0.1793 3/16 0. 0.1943 0. 0.2092 0. 0.2242 0. 0 .2391 1/ 4 5/16 3/ 8 7/16 1/ 2 5/ 8 3/ 4 7/ 8 1 1 1/ 4 1 3/ 8 1 1/ 2 1 3/ 4 2 2 1/ 4

1. 1.6490 1. 1.8060 1. 1.9630 2. 2.1200 2. 2.3550 2. 2.6690 2. 2.9830 3.1400 3. 3.2970 3. 3.5330 4. 4.1610 4. 4.7890 5. 5.3380 5. 5.9660 6.2020 6. 6.5940 7. 7.1440 8. 8.3210 9. 9.4990 10.7550 11.9320 12 1 2.4820 13.4240 14.9150 17.8980 20.8810 23.8640 24.9200 26.8470 29.8300 32.8130 35.7180 37.3900 38.7790 41.6840 44.6670 47.6500 49.8500 62.3100 74.7700 87.2140 99.7000 124.6200 149.5400 174.4700 199.3900 249.2400 274.7500 299.0900 348.9300 398.7800 448.6300

0.1532 0.1678 0.1824 0.1970 0.2188 0.2480 0.2771 0.2917 0.3063 0.3282 0.3866 0.4449 0.4959 0.5543 0.5762 0.6126 0.6637 0.7730 0.8825 0.9992 1.1085 1.1596 1.2471 1.3856 1.6628 1.9399 2.2170 2.3151 2.4942 2.7713 3.0484 3.3183 3.4736 3.6027 3.8726 4.1497 4.4268 4.6312 5.7888 6.9464 8.1024 9.2624 11.5776 13.8927 16.2088 18 1 8.5239 23.1552 25.5251 27.7864 32.4167 37 3 7.0479 41.6791

3.6354 3.9815 4.3277 4.6738 5.1919 5.8841 6.5764 6.9225 7.2686 7.7889 9.1734 10.5579 11.7683 13.1528 13.6731 14.5373 15.7498 18.3447 20.9417 23.7107 26.3056 27.5181 29.5949 32.8820 39.4583 46.0347 52.6111 54.9392 59.1875 65.7639 72.3403 78.7447 82.4309 85.4931 91.8975 98.4739 105.0503 109.9005 137.3701 164.8397 192.2740 219.8009 274.7401 329.6793 384.6406 43 439.5798 549.4802 605.7202 659.3807 769.2591 87 879.1596 989.0600

0.3377 0.3699 0.4021 0.4342 0.4823 0.5467 0.6110 0.6431 0.6753 0.7236 0.8522 0.9809 1.0933 1.2219 1.2703 1.3506 1.4632 1.7043 1.9455 2.2028 2.4439 2.5565 2.7495 3.0548 3.6658 4.2768 4.8877 5.1040 5.4987 6.1097 6.7206 7.3156 7.6581 7.9426 8.5376 9.1485 9.7595 10.2101 12.7621 15.3141 17.8628 20.4202 25.5242 30.6282 35.7343 40 40.8383 51.0484 56.2732 61.2585 71.4665 81 81.6766 91.8867

64 70 76

63.50 69.85 76.20

2 1/ 2 2 3/ 4 3

498.4800 548.3200 597.5400

46.3103 50.9406 5 5. 5.5133

1098.9605 1208.8389 1317.3504

102.0968 112.3048 122.3859

3

5

6 8 10

 

En gris se presentan los datos obtenidos de:  Altos Hornos de México S.A. (AHMSA); Manual de especificaciones y garantías [En línea], Junio 2001; http://www.ahmsa.com http://www.ahmsa.com [Octubre 2007]

 

ESFUERZOS EN LA SOLDADURA Tipo E-60XX Tipo E-70XX

60000   Psi 70000   Psi

=

4218.41 kg/cm² 4921.48 kg/cm²

=

Factor de seguridad (F.S.) (F.S.) = 3.33

t = DIMENSION NOMINAL

   

DE LA SOLDADURA

ESFUERZO UNITARIO DE SOLDADURA

FILETE (t) (NOMINAL) Pulg

mm

E-60 FT kg/cm

  1/ 8   5/ 32

3 4

269 358

E-70 FT kg/cm 314 418

LONG. MINIMA EFECTIVA

MM 20 20

             

3/ 16 1/ 4 5/ 16 3/ 8 1/ 2 5/ 8 3/ 4

5 6 8 10 13 16 19

448 537 717 896 1164 1433 1702

523 627 836 1045 1359 1672 1986

20 24 32 40 52 60 76

E-60 E-70 Tamaño minimo de la soldadura de filete Espesor más grueso de las partes unidas, Tamaño minimo de la en mm soldadura de filete, en mm Hasta 6 inclusive 3 mas de 6 a 13 5 mas de 13 a 19 6 mas de 19 8 Dimensión del cateto de la soldadura de filete Tamaño máximo de la soldadura de filete Espesor más delgado de las partes unidas, Tamaño maximo de la soldadura de filete, en mm en mm Hasta 6 inclusive No mayor que el material unido mas de 6 Material unido menos 1.6

 

Tamaño Nominal D mm.

pulg.

13   1/ 2 16   5/ 8 19   3/ 4 22   7/ 8 25   1 28   1 1/ 8 32   1 1/ 4 35   1 3/ 8 38   1 1/ 2

Dimensiones del tornillo (mm) Distancia entre lados paralelos, F Altura H                

22.2 27.0 31.8 36.5 41.3 46.0 50.8 55.6 60.3

7.9 9.9 11.9 13.9 15.5 17.5 19.8 21.4 23.8

Long. de rosca 25 32 35 38 44 51 51 57 57

Dimensiones de la tuerca (mm) Distancia entre lados paralelos, F Altura A 22.2 27.0 31.8 36.5 41.3 46.0 50.8 55.6 60.3

12.3 15.5 18.7 21.8 25.0 28.2 31.0 34.1 37.3

 

Diámetro Bás ásic ico o may mayor or D Raíz aíz K Total AD

Área En la Teórica en Hilos por pulgada raíz AK tensión

in

mm

mm

cm2

cm2

  1/ 4 3/ 8 1/ 2 5/ 8 3/ 4 7/ 8 1 1 1/ 8 1 1/ 4 1 3/ 8 1 1/ 2 1 3/ 4 2 2 1/ 4 2 1/ 2 2 3/ 4 3 3 1/ 4 3 1/ 2 3 3/ 4 4 4 1/ 4 4 1/ 2 4 3/ 4 5 5 1/ 4 5 1/ 2 5 3/ 4 6

6.35 9.53 12.70 15.88 19.05 22.23 25.40 28.58 31.75 34.93 38.10 44.45 50.80 57.15 63.50 69.85 76.20 82.55 88.90 95.25 101.60 107.95 114.30 120.65 127.00 13 1 33.35 139.70 146.05 152.40

4.80 7.57 10.31 13.06 15.93 18.77 21.51 24.13 27.31 29.74 32.92 38.23 43.87 50.22 55.70 62.05 68.40 74.75 81.10 87.45 93 93.80 100.15 106.50 112.85 119.20 12 1 25.55 131.90 138.25 144.60

0.32 0.71 1.26 1.98 2.85 3.88 5.06 6.41 7.92 9.58 11.4 15.52 20.27 25.65 31.67 38.32 45.61 53.53 62.07 71.26 81 81.07 91.52 102.61 114.33 126.68 139.66 153.28 167.53 182.41

0.18 0.45 0.83 1.34 1.99 2.77 3.63 4.57 5.86 6.95 8.51 11.48 15.12 19.81 24.37 30.24 36.75 43.88 51.66 60.06 69.1 78.78 89.08 100.02 111.59 123.8 136.64 150.11 164.22

cm2 0.21 0.5 0.92 1.46 2.15 2.98 3.91 4.92 6.25 7.45 9.07 12.25 16.12 20.95 25.8 31.83 38.5 45.8 53.73 62.3 71.5 81.33 91.8 102.9 114.64 127 140 153.64 167.9

η 20 16 13 11 10 9 8 7 7 6 6 5 4 1/ 2 4 1/ 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4

 

Llave Inglesa

Diametro No. 1 2 3 4 5 6 7 8 9 10 11

mm

AyD pulgs. pulgs. mm.

ByC pulgs. mm

6 10 13 16 19 22 25 29 32 35 38

1/ 4 3/ 8 1/ 2 5/ 8 3/ 4 7/ 8 1 1 1/ 8 1 1/ 4 1 3/ 8 1 1/ 2

0.500 0.750 0.875 1.000 1.125 1.250 1. 1.375 1.500 1.625 1.750 1.875

0.750 1.125 1.375 1.625 1.875 2.250 2.375 2.625 2.875 3.125 3.375

19 29 35 41 48 57 60 60 67 73 79 86

13 19 22 25 29 32 35 35 38 41 44 48

Distancia Mínima al Paño de placa mm 5 17 22 28 33 39 44 50 56 61 67

 

Peso promedio de anclas Peso Diámetro del Ancla (kg/m) 13mm (1/2") 16mm (5/8") 19mm (3/4") 22mm (7/8") 25mm (1") 28mm (1 1/8") 32mm (1 1/4") 35mm (1 3/8") 38mm (1 1/2") 41 41m mm (1 5/ 5/8" 8")) 44 44m mm (1 3/ 3/4" 4")) 48 48m mm (1 7/ 7/8" 8")) 51mm (2") 57mm 57mm (2 1/4" 1/4")) 63 63m mm (2 1/ 1/2" 2")) 70 70m mm (2 3/ 3/4" 4")) 76mm (3") 82 82m mm (3 1/ 1/4" 4"))

0.994 1.552 2.235 3.045 3.973 5.022 6.208 7.514 9.000 10 10.4 .490 90 12 12.1 .170 70 13 13.9 .970 70 15.890 20.1 20.110 10 24 24.8 .830 30 30 30.0 .040 40 35.750 41 41.9 .970 70

 

Diámetro mm

pulgs.

13 16 19 22

1/ 2 5/ 8 3/ 4 7/ 8

25 29 32 35 38 44 51 57 61 70 76

1 1 1/ 8 1 1/ 4 1 3/ 8 1 1/ 2 1 3/ 4 2 2 1/ 4 2 1/ 2 2 3/ 4 3

Sin Ca Cartabones

Con Cartabones

Distancia Rec. ancla Canto Canto Sin Con Lamin. Recort. camisa camisa C D E E

A

B

A

B

-

45 54 67 77

35 39 42 48

70 78 84 96

23 29 32 42

22 29 32 38

50 50 75 75

125 125 125 125

-      -

86 3 8 99 112 124 145 165 186 207 228 248

58 4 5 64 70 74 85 97 109 121 133 145

111068 128 140 148 170 194 218 242 266 290

48 8 4 51 58 64 80 92 103 115 127 138

41 4 5 57 62 67 78 89 101 112 123 134

75 5 7 75 75 75 100 100 100 100 100 100

15 20 5 1 150 150 150 175 175 200 200 200 200

                 

B = 3.5 Øsin → 3.80 Ø con cartabones  A = 0.5 B; C = 1.80 Ø; D = 1.75 Ø  AGROS. Ø EN PERFILES Ø = ancla o tornillo + 2 mm (IMCA)

 

Notas: 1.- Cuando el canto recortado sea un cartabón, entonce entoncess D = B. 2.- Los agujeros serán AGS = Ø + 1/16" para Ø ≤ 1 3/4", AGS = Ø + 1/4" para Ø ≥ 2" y en placas base tipo sandwich (doble placa), los agujeros serán como lo indica el manual 3.- Para áreas a tensión y corte ver página 4-141 AISC

 

e detalles AISC

 

No. OCT. 4 5 6 7 8 9 10

Diámetro

 

mm

pulgs

b cm

13 16 19 22 25 29 32

1/ 2 5/ 8 3/ 4 7/ 8 1 1 1/ 8 1 1/ 4

3.0 3.0 4.0 4.0 4.0 5.0 5.0

t cm

PERNO TIPO E W R F cm cm cm

ct cm

g cm

A cm

r cm

B cm

1.3 1.3 1.3 1.6 1.9 2.2 2.5

6.0 8.0 8.0 10.0 11.0 12.0 13.0

4.0 5.0 5.0 6.0 6.0 8.0 9.0

3.0 4.0 4.0 4.0 4.0 5.0 6.0

15 20 25 30 35

3 4 5.7 6.7 7.6

5 7 9 11 12

20.0 25.0 25.0 30 3 0.0 30.0 35.0 40.0

1 15 5.0 1 15 5.0 1 15 5.0 15 1 5.0 20.0 20.0 20.0

PERNO TIPO F C ct cm cm 15 20 25 25 30

4 5 5 6 6

R cm

F cm

g cm

35 47 59 66 77

10 10 10 10 10

3 4 4 4 4

11 12 13 14 15 16

35 38 41 44 48 51

1 3/ 8 1 1/ 2 1 5/ 8 1 3/ 4 1 7/ 8 2

6.0 6.0 6.0 8.0 8.0 8.0

2.5 3.2 3.2 3.8 3.8 3.8

14.0 16.0 17.0 18.0 20.0 21.0

45.0 50.0 55.0 60.0 65.0 70 7 0.0

20.0 25.0 25.0 25.0 25.0 30 3 0.0

10.0 10.0 11.0 13.0 13.0 14 1 4.0

7.0 7.0 7.0 9.0 9.0 9.0

1 28 0 22 24

51 7 6 70 76

2 1 1// 2 4 2 2 3/ 4 3

190..00 10.0 11.0

4..1 4 5 5.1 5.1

26 3..0 0 2 28.0 30.0

70 5..0 0 8 85.0 90.0

30 0..0 0 3 30.0 30.0

17 5..0 0 1 18.0 19.0

1110..00 12.0 12.0

PERNO TIPO E

NOTAS:

1.- CONCRETO f'c ≥ 200 kg/cm² 2.- A ACERO CERO A-307 4.- USAR COTA "g" PARA PERNOS SIN CONTRATUERCA 5.- CONCRETO CON UN ADITIVO ESTABILIZADOR DE VOLUMEN. VOLUM EN. ACERO PARA PARA PLACA A-3 A-36 6

 

DIMENSIONAMIENTO DE ANCLAS:: L=R+K K = GROUT + PLeBASE + 1.5 1.5Ø ANCLA + 10 mm \ L = R + GROUT + PLeBASE + 1.5ØANCLA + 10 mm

 

Peso estimado por 100 tuercas

PERNO TIPO F

Size (in)

(mm)

  1/ 2   5/ 8   3/ 4   7/ 8 1 1 1/ 8 1 1/ 4 1 3/ 8 1 1/ 2 1 5/ 8 1 3/ 4 1 7/ 8 2 2 1/ 4 2 1/ 2 2 3/ 4 3 3 1/ 4 3 1/ 2 3 3/ 4 4

13 16 19 22 25 28 32 35 38 41 44 4 48 8 51 5 57 7 6 63 3 7 70 0 76 8 82 2 8 89 9 95 102

Finished Hex lb kg 3.75 7.33 11.90 19.00 28.30 40.30 54.30 73.00 94.30

1.70 3.32 5.40 8.62 12.84 18.28 24.63 33.11 42.77

151.00

68.49

224.00

10 01 1.60

Heavy Hex lb kg 6.54 11.90 19.30 29.70 42.50 59.20 78.60 102.00 131.00 162.00 204.00 241.00 29 99 9.00 419.00 564.00 738.00 950.00 1194.00 1526.00 1812.00 2180.00

2.97 5.40 8.75 13.47 19.28 26.85 35.65 46.27 59.42 73.48 92.53 109.32 13 35 5.62 190.06 255.83 334.75 430.91 541.59 692.18 821.91 988.83

Finished Jam lb kg 2.62 4.93 7.70 12.00 17.60 24.70 36.10 47.90 60.90

1.19 2.24 3.49 5.44 7.98 11.20 16.37 21.73 27.62

100.00

45.36

14 40 0.00

63.50

Heavy Hex Jam lb kg 4.00 6.96 11.00 16.70 23.50 32.40 45.80 59.30 74.80 91.60 114.00 134.00 165.00 227.00 332.00 429.00 545.00 651.00 851.00 1005.00 1200.00

1.81 3.16 4.99 7.57 10.66 14.70 20.77 26.90 33.93 41.55 51.71 60.78 74.84 102.97 150.59 194.59 247.21 295.29 386.01 455.86 544.31

lb

kg

5.78 10.80 15.40 24.50 36.30 52.50 70.60 94.50 122.00

2.62 4.90 6.99 11.11 16.47 23.81 32.02 42.86 55.34

Finished Hex

Heavy Hex

Finished Jam

Heavy Hex Jam

Square

Fuente:

Square

Portland Bolt ε Manufacturing Company [En línea] http://www http://www.portlandbolt.com/technicalinformat .portlandbolt.com/technicalinformation/nut-weight-chart.html ion/nut-weight-chart.html (Junio - 2008)

Heavy Square lb kg 7.87 14.30 23.50 36.20 51.50 72.40 95.50 125.00 161.00

3.57 6.49 10.66 16.42 23.36 32.84 43.32 56.70 73.03

 

Tableros de Tamaño Tamaño standard de 1.00 x 6.10 mts. excepto IS-01 e IS-02 que son de 0.81 x 6.10 mts. e IS-07 e IS-08 que son de 0.99 x 6.10 mts. PESO APROXIMADO DE REJILLA DE ACERO ELECTROFORJADA Kilos por metro cuadrado Marca: IS-01 IS-02 IS-03 IS-04 IS-06 IS-07 IS-05 Standard Soleras de Carga   27.97 31.37 23.23 26.63 19.92 23.32 18.02 3.2 x 19.1 mm (1/8" x 3/4")   40.11 43.51 32.99 36.99 28.01 31.41 25.16 4.8 x 19.1 mm (3/16" x 3/4")   36.08 39.48 29.75 33.15 25.32 28.72 22.79 3.2 x 25.4 mm (1/8" x 1")   52.20 55.60 42.71 46.11 36.07 39.47 32.27 4.8 x 25.4 mm (3/16" x 1") 47.54 36.23 39.63 30.69 34.09 27.53 3.2 x 31.8 mm (1/8" x 1-1/4")   44.14 6 4.29 67.69 52.43 55.43 44.12 47.52 39.38 4.8 x 31.8 mm (3/16" x 1-1/4")   64 7 6.37 79.77 62.14 65.54 52.18 55.58 46.49 4.8 x 38.1 mm (3/16" x 1-1/2")   76   100.60 104.00 81.62 85.02 68.33 71.73 60.80 4.8 x 50.8 mm (3/16" x 2")

IS-08 21.42 28.56 26.19 35.67 30.93 42.78 49.89 64.20

 

CARGAS PERMISIBLES PARA REJILLA DE ACERO Esta Tabla es solamente para IS-05, IS-06, IE-05 ó IE-06 Para determinar las cargas permisibles correspondientes a las otras marcas, los valores de esta Tabla seben multiplicarse por los siguientes factores: IS-01/2 IS-03/4 IS-0.7/8 MARCAS:   IEC-1 IEC-3 IE-01/2 IE-03/4 IE-07/8   2.7 1.9 1.364 1.182 0.818 FACTOR: U = Carga Uniforme permisible (en kg/m²) Fu = Flecha (en mm.) bajo esa carga uniforme C = Carga Concentrada permisibles (en kg. Por  Fc = Flecha (en mm.) bajo esa carga concentrada   metro lineal) Claro Claro Claro CLARO EN METROS Máximo Máximo SOLERAS DE Máximo con con Carga con Carga CARGA Humana, Tránsito de Humna Tamaños 0.50 0.75 1.00 1.25 1.50 1.75 2.00 Rejilla Lisa Dentado Camiones* U   2381 1058 595 3.3 5.8 No se Fu   1.5 3.2 x 19.1 mm se rrec ecom omie iend ndan an las las carg cargas as a la de 0.76 m (1/8" x 3/4") color  329.67 249.78 C Fc    519.25 U   35 3573 1588 893 572 3.3 5.8 9.1 Fu   1.5 4.8 x 19.1 mm 1.12 m (3/16" x 3/4") C   89 893 595 447 357 2.6 4.7 7.3 Fc   1.2 U   42 4212 1872 1053 674 468

3.2 x 25.4 mm (1/8" x 1")

 1.30 m

1.15 m

4.8 x 25.4 mm (3/16" x 1")

1.50 m

1.31 m

3.2 mm (1/8"x 31.8 x 1-1/4")

1.63 m

1.47 m

0.20 m

4.8 x 31.8 mm (3/16" x 1-1/4")

1.78 m

1.69 m

0.25 m

4.8 x 38.1 mm (3/16" x 1-1/2")

2.03 m

1.88 m

0.30 m

4.8 x 44.4 mm (3/16" x 1-3/4")

2.39 m

2.21 m

0.37 m

4.8 x 50.8 mm (3/16" x 2")

2.72 m

2.56 m

0.43 m

4.8 x 57.2 mm (3/16" x 2-1/4")

3.05m

2.90 m

0.52 m

4.8 x 63.5 mm

 

  1.1   1053   0.9   63 6317   1.1   15 1579   0.9   66 6601   0.9   16 1650   0.7   9902   0.9   24 2476   0.7   14214   0.7   3554   0.6   19304   0.6   4826   0.5   25270   0.5   6317   0.5   32038   0.5   8010   0.4   39484   0.4

2.5 702 2.0 2808 2.5 1053 2.0 2934 2.0 1100 1.6 4401 2.0 1650 1.6 6317 1.6 2369 1.3 8579 1.4 3217 1.1 11231 1.2 4212 1.0 14239 1.1 5340 0.9 17548 1.0

4.4 526 3.5 1579 4.4 790 3.5 1650 3.5 825 2.8 2476 3.5 1238 2.2 3554 2.9 1777 2.3 4826 2.5 2413 2.0 6317 2.2 3159 1.8 8010 1.9 4005 1.6 9871 1.7

6.8 421 5.5 1011 6.8 632 5.5 1056 5.5 660 4.4 1584 5.5 990 4.4 2274 4.6 1421 3.6 3088 3.9 1930 3.1 4043 3.4 2527 2.7 5126 3.0 3204 2.4 6317 2.7

9.8 351 7.9 702 9.8 526 7.9 733 7.9 550 6.3 1100 7.9 825 6.3 1579 6.6 1185 5.3 2145 5.6 1609 4.5 2808 4.9 2106 3.9 3560 4.4 2670 3.5 4387 3.9

516 13.4 451 10.7 539 10.7 472 8.6 808 10.7 707 8.6 1160 8.9 1015 7.2 1576 7.7 1379 6.1 2063 6.7 1805 5.4 2615 5.9 2288 4.8 3223 5.4

619 14.0 619 11.2 888 11.7 888 9.3 1206 10.0 1206 8.0 1579 8.7 1579 7.0 2002 7.8 2002 6.2 2468 7.0

C   9871 Fc   0.4

6581 0.8

4936 1.4

3948 2.2

3290 3.2

2820 4.3

2468 5.6

Fu C Fc U Fu C Fc U Fu C Fc U Fu C Fc U Fu C Fc U Fu C Fc U Fu C Fc U Fu C Fc U Fu

 

  (3/16" x 2-1/2")

.

.

.

*Cargas rodantes como camiones necesitan rejilla con solera de remate r emate en los extremos. Nota: Rejilla dentada necesita soleras de carga con un peralte de 6.3 mm. (1/4") mayor que el indicado en esta rrabla. abla. Par rejilla con mayor peralte o por cargas ,uy pesadas consulte al Departamento Técnico de IRVING.

 

2.25  

recha del

702 14.8 790 11.8 953 12.7 1072 10.1 1248 11.1 1404 8.9 1582 9.8 1780 7.9 1950 8.9  

2194 7.1

 

Marca: Soleras de Carga 3.2 x 19.1 mm (1/8" x 3/4")

IEC-1  

16.40

PESO APROXIMADO DE REJILLA DE ALUMINIO Kilos por metro cuadrado IEC-3 IE-01 IE-02 IE-03 IE-04 11.90

9.78

11.42

8.42

10.06

IE-05 Standard

IE-06

IE-07

IE-08

7.34

8.97

6.52

8.16

4.8 x 19.1 mm (3/16" x 3/4")   3.2 x 25.4 mm (1/8" x 1")   4.8 x 25.4 mm (3/16" x 1")   3.2 x 31.8 mm (1/8" x 1-1/4")   4.8 x 31.8 mm (3/16" x 1-1/4")   4.8 4.8 xx 38.1 50.8 mm mm (3/16" (3/16" xx 1-1/2") 2")

23.90 22.30 31.60 25.80 39.50

17.20 16.10 22.60 19.30 28.10

13.85 12.84 18.27 15.55 22.34

15.49 14.81 20.23 17.52 24.31

11.82 11.03 15.55 13.29 18.94

13.45 12.99 17.51 15.25 20.85

10.19 9.58 13.38 11.48 16.22

11.82 11.54 15.34 13.44 18.19

8.96 8.49 11.75 10.12 14.19

10.60 10.45 13.71 12.08 16.15

  47.80 

34.10

25 7..8 09 7 3

29 9..1 77 0 3

20 2..4 95 9 3

23 5..7 62 3 3

16 9..1 70 3 2

29 2..3 38 6 2

12 7..8 24 9 2

16 9..1 92 1 2