Tablas de perfiles de hierro

Universidad de BelgranoDISEÑO ESTRUCTURAL 1Cátedra: Arq. Gloria Diez

Tablas de Perfiles de HierroPropiedades Geométricas y Estáticas

Equipo Docente: Ing. Ricardo Taba Arq. Susana Renis Arq. Antonio Quartino


Denominación Dimensiones Sección Peso Valores estáticos

IPN h b s t F g Jx Jy Wx Wy ix iy=il

mm mm mm mm cmP

2P kg/m cmP

4P cmP

4P cmP

3P cmP

3P cm cm

80 80 42 3.9 5.9 7.5 5.9 77 6.3 19.3 3.0 3.20 0.92

100 100 50 4.5 6.8 10.6 8.3 171 12.2 34.2 4.9 4.02 1.07

120 120 58 5.1 7.7 14.2 11.1 328 21.5 54.7 7.4 4.81 1.23

140 140 66 5.7 8.6 18.2 14.3 573 35.2 81.9 10.7 5.61 1.39

160 160 74 6.3 9.5 22.8 17.9 935 54.7 116.9 14.8 6.40 1.55

180 180 82 6.9 10.4 27.9 21.9 1450 81.3 161.1 19.8 7.21 1.71

200 200 90 7.5 11.3 33.4 26.2 2140 117.0 214.0 26.0 8.00 1.87

220 220 98 8.1 12.2 39.5 30.9 3060 162.0 278.2 33.1 8.80 2.03

240 240 106 8.7 13.1 46.1 36.1 4250 221.0 354.2 41.7 9.60 2.19

260 260 113 9.4 14.1 53.3 41.8 5740 288.0 441.5 51.0 10.38 2.32

280 280 119 10.1 15.2 61.0 47.8 7590 364.0 542.1 61.2 11.15 2.44

300 300 125 10.8 16.2 69.0 54.1 9800 451.0 653.3 72.2 11.92 2.56

320 320 131 11.5 17.3 77.7 60.9 12510 555.0 781.9 84.7 12.69 2.67

340 340 137 12.2 18.3 86.7 67.9 15700 674.0 923.5 98.4 13.46 2.79

360 360 143 13.0 19.5 97.0 76.0 19610 818.0 1089.4 114.4 14.22 2.90

380 380 149 13.7 20.5 107.0 83.8 24010 975.0 1263.7 130.9 14.98 3.02

400 400 155 14.4 21.6 118.0 92.4 29210 1160.0 1460.5 149.7 15.73 3.14

450 450 170 16.2 24.3 147.0 115.2 45850 1730.0 2037.8 203.5 17.66 3.43

500 500 185 18.0 27.0 179.0 140.2 68740 2480.0 2749.6 268.1 19.60 3.72

Perfil IPN(doble T perfil normal)


Perfil UPN(U perfil normal)


UPN h b s t xg F g Jx Jy Wx Wy ix iy=il

mm mm mm mm cm cmP

2P kg/m cmP

4P cmP

4P cmP

3P cmP

3P cm cm

80 80 45 8.0 6.0 1.5 11.0 8.6 106 19.4 26.5 6.3 3.10 1.33

100 100 50 8.5 6.0 1.6 13.5 10.6 206 29.3 41.2 8.5 3.91 1.47

120 120 55 9.0 7.0 1.6 17.0 13.3 364 43.2 60.7 11.1 4.63 1.59

140 140 60 10.0 7.0 1.8 20.4 16.0 605 62.7 86.4 14.8 5.45 1.75

160 160 65 10.5 7.5 1.8 24.0 18.8 925 85.3 115.6 18.3 6.21 1.89

180 180 70 11.0 8.0 1.9 28.0 21.9 1350 114.0 150.0 22.4 6.94 2.02

200 200 75 11.5 8.5 2.0 32.2 25.2 1910 148.0 191.0 27.0 7.70 2.14

220 220 80 12.5 9.0 2.1 37.4 29.3 2690 197.0 244.5 33.6 8.48 2.30

240 240 85 13.0 9.5 2.2 42.3 33.1 3600 248.0 300.0 39.6 9.23 2.42

260 260 90 14.0 10.0 2.4 48.3 37.8 4820 317.0 370.8 47.7 9.99 2.56

280 280 95 15.0 10.0 2.5 53.3 41.8 6280 399.0 448.6 57.2 10.85 2.74

300 300 100 16.0 10.0 2.7 58.8 46.1 8030 495.0 535.3 67.8 11.69 2.90


Perfil GREY


GREY h b s t F g Jx Jy Wx Wy ix iy

mm mm mm mm cmP

2P kg/m cmP

4P cmP

4P cmP

3P cmP

3P cm cm

100 100 100 6 10 26.0 20.4 450 167 89.9 33.5 4.16 2.53

120 120 120 6.5 11 34.0 26.7 864 318 144 52.9 5.04 3.06

140 140 140 7 12 43.0 33.7 1510 550 216 78.5 5.93 3.58

160 160 160 8 13 54.3 42.6 2490 889 311 111 6.78 4.05

180 180 180 8.5 14 65.3 51.2 3830 1360 426 151 7.66 4.57

200 200 200 9 15 78.1 61.3 5700 2000 570 200 8.54 5.07

220 220 220 9.5 16 91.0 71.5 8090 2840 736 258 9.43 5.59

240 240 240 10 17 106 83.2 11260 3920 938 327 10.3 6.08

260 260 260 10 17.5 118 93.0 14920 5130 1150 395 11.2 6.58

280 280 280 10.5 18 131 103 19270 6590 1380 471 12.1 7.09

300 300 300 11 19 149 117 25170 8560 1680 571 13.0 7.58

320 320 300 11.5 20.5 161 127 30820 9240 1930 616 13.8 7.57

340 340 300 12 21.5 171 134 36660 9690 2160 646 14.6 7.53

360 360 300 12.5 22.5 181 142 43190 10140 2400 676 15.5 7.49

400 400 300 13.5 24 198 155 57680 10820 2880 721 17.1 7.40

450 450 300 14 26 218 171 79890 11720 3550 781 19.1 7.33

500 500 300 14.5 28 139 187 107200 12620 4290 842 21.2 7.27


Perfil T

Dimensiones Peso

a e por m

mm mm kg/m

3/4'' x 1/8'' 19.1 3.2 0.9

7/8'' x 1/8'' 22.2 3.2 1.0

1'' x 1/8'' 25.4 3.2 1.2

1 1/4'' x 1/8'' 31.8 3.2 1.5

1 1/4'' x 3/16'' 31.8 4.8 2.2

1 1/2'' x 1/8'' 38.1 3.2 1.8

1 1/2'' x 3/16'' 38.1 4.8 2.7

1 3/4'' x 3/16'' 44.5 4.8 3.1

2'' x 3/16'' 50.8 4.8 3.6

2'' c 1/4'' 50.8 6.4 4.8

2 1/2'' x 1/4'' 63.5 6.4 6.0

Normas de cumplimiento

Dimensiones y tolerancia: IRAM - IAS U 500-558/85

Material: IRAM - IAS U 500-503/89 grado F26

Largos: 6m


Perfil ANGULO

Dimensiones Sección Peso Valores estáticos

a e xg=yg F g Jx=Jy J1 J2

mm mm cm cmP

2P kg/m cmP

4P cmP

4P cmP

4P

5/8"x 1/8 15.9 3.2 0.51 0.91 0.7 0.20 0.09 0.31

3/4 x 1/8 19.1 3.2 0.58 1.11 0.9 0.37 0.17 0.57

7/8 x 1/8 22.2 3.2 0.66 1.31 1.0 0.58 0.31 0.94

1x 1/8 25.4 3.2 0.75 1.51 1.2 0.91 0.38 1.44

1 x 3/16 25.4 4.8 0.81 2.19 1.7 1.26 0.55 1.96

1 1/4 x 1/8 31.8 3.2 0.91 1.92 1.5 1.84 0.74 2.93

1 1/4 x 3/16 31.8 4.8 0.97 2.80 2.2 2.58 1.08 4.07

1 1/2 x 1/8 38.1 3.2 1.07 2.32 1.8 3.24 1.30 5.17

1 1/2 x 3/16 38.1 4.8 1.13 3.40 2.7 4.56 1.86 7.26

1 1/2 x 1/4 38.1 6.4 1.18 4.44 3.5 5.76 2.43 9.09

1 3/4 x 1/8 44.5 3.2 1.23 2.73 2.1 5.23 2.11 8.35

1 3/4 x 3/16 44.5 4.8 1.29 4.00 3.1 7.44 3.03 11.84

2 x 1/8 50.8 3.2 1.39 3.13 2.5 7.91 3.18 12.64

2 x 3/16 50.8 4.8 1.45 4.61 3.6 11.33 4.61 18.05

2 x 1/4 50.8 6.4 1.50 6.05 4.8 14.45 5.93 22.96

2 1/4 x 3/16 57.2 4.8 1.60 5.21 4.1 16.32 6.52 26.12

2 1/4 x 1/4 57.2 6.4 1.68 6.85 5.4 21.01 8.62 33.40

2 1/2 x 3/16 63.5 4.8 1.76 5.82 4.6 22.75 9.22 36.28

2 1/2 x 1/4 63.5 6.4 1.82 7.66 6.0 29.30 12.00 46.59

3 x 1/4 76.2 6.4 2.14 9.27 7.3 51.74 20.90 82.58

3 x 5/16 76.2 7.9 2.20 11.47 9.0 62.93 25.83 100.03

3 x 3/8 76.2 9.5 2.26 13.60 10.7 73.21 30.21 116.21

3 1/2 x 1/4 88.9 6.4 2.46 10.89 8.6 83.62 33.76 133.47

3 1/2 x 5/16 88.9 7.9 2.51 13.49 10.6 101.85 41.28 162.42

3 1/2 x 3/8 88.9 9.5 2.57 16.02 12.6 119.00 48.44 189.55

4 x 1/4 101.6 6.4 2.75 12.48 9.8 124.24 50.03 198.44

4 x 5/16 101.6 7.9 2.84 15.50 12.2 154.61 62.54 246.68

4 x 3/8 101.6 9.5 2.90 18.44 14.5 181.12 73.80 288.43

4 x 1/2 101.6 12.7 3.00 24.19 19.0 231.61 95.79 367.43


Barras Redondas

Diámetro Sección Peso

Pulg. mm cmP

2P kg/m

1/4 6.35 0.32 0.25

5/16 7.94 0.49 0.39

3/8 9.53 0.71 0.56

7/16 11.11 0.97 0.76

1/2 12.70 1.27 0.99

9/16 14.29 1.60 1.26

5/8 15.88 1.98 1.55

3/4 19.05 2.85 2.24

7/8 22.23 3.88 3.05

1 25.40 5.07 3.98

1 1/4 31.75 7.92 6.21

1 3/8 34.93 9.58 7.52

1 1/2 38.10 11.40 8.95

1 3/4 44.45 15.52 12.18

2 50.80 20.27 15.91

Lado Sección Peso

Pulg. mm cmP

2P kg/m

5/16 7.94 0.63 0.49

3/8 9.53 0.91 0.71

7/16 11.11 1.23 0.97

1/2 12.70 1.61 1.27

9/16 14.29 2.04 1.60

5/8 15.88 2.52 1.98

3/4 19.05 3.63 2.85

7/8 22.23 4.94 3.88

1 25.40 6.45 5.06

1,25 31.75 10.08 7.91

1,5 38.10 14.52 11.39

2 50.80 25.81 20.26

Barras Cuadradas


Tubos Estructurales Cuadrados

ANCHO ALTO ESPESOR PESO SECCION Jx Jy Wx Wy ix iy

mm mm mm kg/m mm2 cm4 cm4 cm3 cm3 cm cm

10 10 0.8 0.22 28.1 0.04 0.04 0.008 0.008 0.38 0.38

10 10 0.9 0.24 31 0.05 0.05 0.010 0.010 0.40 0.40

10 10 1.2 0.31 39.1 0.06 0.06 0.012 0.012 0.39 0.39

10 10 1.4 0.35 44 0.06 0.06 0.012 0.012 0.37 0.37

10 10 1.6 0.38 48.3 0.07 0.07 0.014 0.014 0.38 0.38

12.5 12.5 0.8 0.28 36.1 0.06 0.09 0.010 0.014 0.41 0.50

12.5 12.5 0.9 0.31 40 0.07 0.09 0.011 0.014 0.42 0.47

12.5 12.5 1.2 0.4 51.1 0.09 0.12 0.014 0.019 0.42 0.48

12.5 12.5 1.4 0.45 58 0.11 0.13 0.018 0.021 0.44 0.47

12.5 12.5 1.6 0.5 64.3 0.12 0.14 0.019 0.022 0.43 0.47

12.5 12.5 2.0 0.59 75.4 0.14 0.16 0.022 0.026 0.43 0.46

15 15 0.8 0.35 44.1 0.11 0.15 0.015 0.020 0.50 0.58

15 15 0.9 0.38 49 0.13 0.17 0.017 0.023 0.52 0.59

15 15 1.2 0.5 63.1 0.17 0.21 0.023 0.028 0.52 0.58

15 15 1.4 0.56 72 0.2 0.24 0.027 0.032 0.53 0.58

15 15 1.6 0.63 80.3 0.22 0.26 0.029 0.035 0.52 0.57

15 15 2.0 0.75 95.4 0.26 0.3 0.035 0.040 0.52 0.56

20 20 0.8 0.47 60.1 0.38 0.38 0.038 0.038 0.80 0.80

20 20 0.9 0.53 67 0.42 0.42 0.042 0.042 0.79 0.79

20 20 1.2 0.68 87.1 0.53 0.53 0.053 0.053 0.78 0.78

20 20 1.4 0.78 100 0.6 0.6 0.060 0.060 0.77 0.77

20 20 1.6 0.88 112.3 0.67 0.67 0.067 0.067 0.77 0.77

20 20 2.0 1.06 135.4 0.79 0.79 0.079 0.079 0.76 0.76


Tubos Estructurales Rectangulares

ANCHO ALTO ESPESOR PESO SECCION Jx Jy Wx Wy ix iy

mm mm mm kg/m mm2 cm4 cm4 cm3 cm3 cm cm

10 20 0.8 0.35 44.1 0.23 0.08 0.023 0.016 0.72 0.43

10 20 0.9 0.38 49 0.25 0.08 0.025 0.016 0.71 0.40

10 20 1.2 0.5 63.1 0.32 0.1 0.032 0.020 0.71 0.40

10 20 1.4 0.56 72 0.36 0.11 0.036 0.022 0.71 0.39

10 20 1.6 0.63 80.3 0.4 0.12 0.040 0.024 0.71 0.39

10 20 2.0 0.75 95.4 0.46 0.14 0.046 0.028 0.69 0.38

10 30 0.8 0.47 60.1 0.65 0.11 0.043 0.022 1.04 0.43

10 30 0.9 0.53 67 0.72 0.12 0.048 0.024 1.04 0.42

10 30 1.2 0.68 87 0.92 0.15 0.061 0.030 1.03 0.42

10 30 1.4 0.78 100 1.04 0.17 0.069 0.034 1.02 0.41

10 30 1.6 0.88 112.3 1.16 0.18 0.077 0.036 1.02 0.40

10 30 2.0 1.06 135.4 1.37 0.2 0.091 0.040 1.01 0.38

10 40 0.8 0.6 76.1 1.37 0.14 0.069 0.028 1.34 0.43

10 40 0.9 0.67 85 1.52 0.16 0.076 0.032 1.34 0.43

10 40 1.2 0.87 111.1 1.97 0.2 0.099 0.040 1.33 0.42

10 40 1.4 1 128 2.24 0.22 0.112 0.044 1.32 0.41

10 40 1.6 1.13 144.3 2.51 0.24 0.126 0.048 1.32 0.41

10 40 2.0 1.38 175.4 3 0.27 0.150 0.054 1.31 0.39

15 20 0.8 0.41 52.1 0.2 0.19 0.020 0.025 0.62 0.60

15 20 0.9 0.46 58 0.34 0.21 0.034 0.028 0.77 0.60

15 20 1.2 0.59 75.1 0.43 0.27 0.043 0.036 0.76 0.60

15 20 1.4 0.67 86 0.48 0.3 0.048 0.040 0.75 0.59

15 20 1.6 0.76 96.3 0.53 0.33 0.053 0.044 0.74 0.59

15 20 2.0 0.91 115.4 0.62 0.39 0.062 0.052 0.73 0.58


Tubos Estructurales Redondos

DIAMETRO (D) ESPESOR (e) AREA PESO Jx Wx ix

Pulgada mm mm cm2 kg/m cm4 cm3 cm

½” 12.7 0.9 0.334 0.262 0.0584 0.09197 0.418

12.7 1.2 0.434 0.34 0.0724 0.11402 0.408

5/8” 15.87 0.9 0.423 0.332 0.119 0.14997 0.530

15.87 1.2 0.574 0.434 0.1498 0.18878 0.511

15.87 1.6 0.717 0.563 0.1849 0.23302 0.508

¾” 19.05 0.9 0.513 0.403 0.2118 0.22236 0.643

19.05 1.2 0.699 0.528 0.2692 0.28262 0.621

19.05 1.6 0.877 0.689 0.3367 0.35349 0.620

7/8” 22.22 0.9 0.603 0.473 0.3431 0.30882 0.754

22.22 1.2 0.823 0.622 0.4391 0.39523 0.730

22.22 1.6 1.040 0.814 0.5542 0.49883 0.730

25.4 0.9 0.693 0.544 0.5205 0.40984 0.867

1” 25.4 1.2 0.948 0.716 0.6695 0.52717 0.840

25.4 1.6 1.200 0.939 0.8509 0.67000 0.842

25.4 2 1.470 1,154 1.01 0.79528 0.829

31.75 0.9 0.872 0.685 1.03 0.64882 1.087

1 ¼” 31.75 1.2 1.200 0.904 1.34 0.84409 1.057

31.75 1.6 1.520 1,19 1.72 108.346 1.064

31.75 2 1.870 1,467 2.07 130.394 1.052

38.1 0.9 1.05 0.826 1.82 0.95538 1.317

1 ½” 38.1 1.2 1.45 1.14 2.45 128.609 1.300

38.1 1.6 1.83 1,44 3.06 160.630 1.293

38.1 2 2.27 1,781 3.7 194.226 1.277

44.45 1.2 1.7 1.33 3.96 178.178 1.526

1 ¾” 44.45 1.6 2.15 1,691 4.95 222.722 1.517

44.45 2 2.67 2.100 6.02 270.866 1.502

50.08 1.2 1.95 1.530 5.75 229.633 1.717


Perfil “C” de chapa delgada

DIMENSIONES PESO VALORES ESTATICOS RELATIVOS A LOS EJES XX - YY

a b c e=r g F Jx Wx Ix xG Jy Wy Iy

mm mm mm mm Kg/m cm2 cm4 cm3 cm cm cm4 cm3 cm

80 40 15 2.00 2.86 3.64 36.89 9.22 3.18 1.56 7.30 2.99 1.73

100 50 15 2.00 3.49 4.44 71.80 14.36 4.02 1.84 14.65 4.63 2.15

120 50 20 2.00 3.96 5.04 113.2 18.85 7.74 1.83 17.42 5.50 2.35

140 50 20 2.00 4.27 5.44 162.41 23.20 5.46 1.73 19.50 5.96 2.44

140 60 20 2.00 4.58 5.84 181.45 28.92 5.57 2.11 29.93 7.69 2.77

160 60 20 2.00 4.90 6.24 247.54 30.94 6.30 2.00 33.12 8.28 2.88


DIMENSIONES PESO VALORES ESTATICOS RELATIVOS A LOS EJES XX - YY

a b e=r g F Jx Wx Ix xG Jy Wy Iy

mm mm mm Kg/m cm2 cm4 cm3 cm cm cm4 cm3 cm

80 40 1.60 1.97 2.51 25.71 6.43 3.20 1.06 3.98 1.35 1.26

80 40 2.00 2.45 3.12 31.66 7.91 3.19 1.07 4.90 1.68 1.25

100 50 1.60 2.47 3.15 50.83 10.17 4.02 1.31 7.87 2.13 1.58

100 50 2.00 3.08 3.92 62.77 12.55 4.00 1.32 9.72 2.64 1.57

120 50 1.60 2.72 3.47 77.32 12.89 4.72 1.20 8.30 2.18 1.55

120 50 2.00 3.39 4.32 95.64 15.94 4.71 1.21 10.26 2.71 1.54

140 50 2.00 3.71 4.72 137.15 19.59 5.39 1.12 10.71 2.76 1.51

Perfil “U” de chapa delgada

Technology

Tablas de perfiles de hierro