Perfil tubular cuadrado (OR)

Dimensiones y pesos teóricos para perfil estructural cuadrado (P.E.R.) IMCA: OR
Medida Espesor Calibre Peso estructural Área Ejes X - X y Y - Y Color Origen Obs.
I S r
Pulg - mm Pulg. mm kg/m lb/pie cm2 cm4 cm3 cm
1" x 1"
25 X 25
0.060 1.524 16 1.082 0.736 1.376 1.279 1.007 0.964
MEX. NC
0.075 1.905 14 1.331 0.946 1.693 1.511 1.190 0.945 AZUL MEX.
0.090 2.286 13 1.563 1.044 1.989 1.706 1.343 0.926 BLANCO MEX. NC
0.105 2.667 12 1.779 1.137 2.264 1.868 1.471 0.908 VERDE MEX.
0.120 3.048 11 1.931 1.311 2.456 1.973 1.553 0.896
MEX. NC
0.135 3.429 10 2.118 1.467 2.694 2.094 1.649 0.882 ROJO MEX.
1 1/4"x 1 1/4"
32 x 32
0.060 1.524 16 1.383 0.940 1.760 2.643 1.662 1.225
MEX. NC
0.075 1.905 14 1.713 1.218 2.179 3.169 1.993 1.206 AZUL MEX.
0.090 2.286 13 2.026 1.350 2.578 3.629 2.282 1.186 BLANCO MEX. NC
0.105 2.667 12 2.323 1.478 2.955 4.029 2.534 1.168 VERDE MEX.
0.120 3.048 11 2.534 1.719 3.224 4.293 2.700 1.154
MEX. NC
0.135 3.429 10 2.802 1.943 3.565 4.604 2.896 1.136 ROJO MEX.
1 1/2"x 1 1/2"
38 x 38
0.060 1.524 16 1.681 1.144 2.138 4.700 2.467 1.483
MEX. NC
0.075 1.905 14 2.089 1.490 2.658 5.690 2.987 1.463 AZUL MEX.
0.090 2.286 13 2.482 1.656 3.157 6.579 3.453 1.443
MEX. NC
0.110 2.794 12 2.949 1.975 3.752 7.558 3.968 1.419 BLANCO MEX.
0.125 3.175 11 3.304 2.128 4.203 8.245 4.328 1.401 VERDE MEX.
0.135 3.429 10 3.475 2.420 4.422 8.559 4.493 1.391
MEX. NC
0.154 3.912 9 3.886 2.559 4.944 9.266 4.864 1.369 ROJO MEX.
0.164 4.166 8 4.119 2.694 5.241 9.642 5.061 1.356
MEX. NC
0.179 4.547 7 4.344 2.950 5.527 9.99 5.243 1.344
MEX. NC
Dimensiones y pesos teóricos para perfil estructural cuadrado (P.E.R.) IMCA: OR
Medida Espesor Calibre Peso estructural Área Ejes X - X y Y - Y Color Origen Obs.
I S r
Pulg - mm Pulg. mm kg/m lb/pie cm2 cm4 cm3 cm
2" x 2"
51 x 51
0.060 1.524 16 2.279 1.553 2.900 11.62 4.574 2.001
MEX. NC
0.075 1.905 14 2.848 2.035 3.623 14.23 5.603 1.982 AZUL MEX.
0.090 2.286 13 3.400 2.269 4.326 16.65 6.557 1.962
MEX. NC
0.110 2.794 12 4.067 2.724 5.174 19.43 7.648 1.938 BLANCO MEX.
0.125 3.175 11 4.582 2.944 5.829 21.45 8.444 1.918 VERDE MEX.
0.135 3.429 10 4.833 3.373 6.149 22.40 8.817 1.908
MEX. NC
0.156 3.962 9 5.562 3.783 7.076 25.01 9.845 1.880 ROJO MEX.
0.164 4.166 8 5.796 3.783 7.375 25.80 10.16 1.870
MEX. NC
0.179 4.547 7 6.141 4.175 7.813 26.93 10.60 1.857
MEX. NC
0.188 4.763 6 6.476 4.365 8.239 27.98 11.02 1.843
MEX.
0.250 6.350 1/4'' 8.105 5.407 10.31 32.57 12.82 1.777 HSS MEX.
2 1/2"x 2 1/2"
64 x 64
0.075 1.905 14 3.607 2.579 4.589 28.69 9.037 2.501 AZUL MEX.
0.090 2.286 13 4.318 2.881 5.494 33.82 10.65 2.481
MEX. NC
0.105 2.667 12 5.014 3.179 6.379 38.64 12.17 2.461
MEX. NC
0.125 3.175 11 5.859 3.761 7.455 44.26 13.94 2.437 BLANCO MEX.
0.135 3.429 10 6.190 4.325 7.876 46.39 14.61 2.427
MEX. NC
0.141 3.581
6.517 4.325 8.292 48.45 15.26 2.417
MEX. NC
0.150 3.810 9 6.840 4.601 8.703 50.44 15.89 2.407 VERDE MEX.
0.164 4.166 8 7.473 4.872 9.508 54.22 17.08 2.388
MEX. NC
0.179 4.547 7 7.937 5.400 10.10 56.89 17.92 2.374
MEX. NC
0.188 4.763 6 8.392 5.658 10.68 59.43 18.72 2.359 ROJO MEX.
0.250 6.350 1/4'' 10.66 7.109 13.56 70.88 22.33 2.286
MEX. NC
Dimensiones y pesos teóricos para perfil estructural cuadrado (P.E.R.) IMCA: OR
Medida Espesor Calibre Peso estructural Área Ejes X - X y Y - Y Color Origen Obs.
I S r
Pulg - mm Pulg. mm kg/m lb/pie cm2 cm4 cm3 cm
3" x 3"
76 x 76
0.075 1.905 14 4.365 3.123 5.554 50.63 13.29 3.019 AZUL MEX.
0.090 2.286 13 5.237 3.494 6.663 59.95 15.74 3.000
MEX. NC
0.105 2.667 12 6.092 3.860 7.750 68.83 18.07 2.980
MEX. NC
0.125 3.175 11 7.137 4.578 9.080 79.32 20.82 2.955 BLANCO MEX.
0.135 3.429 10 7.548 5.278 9.603 83.33 21.87 2.946
MEX. NC
0.156 3.962 9 8.756 5.961 11.14 94.74 24.87 2.916 VERDE MEX.
0.164 4.166 8 9.150 5.961 11.64 98.34 25.81 2.906
MEX. NC
0.179 4.547 7 9.734 6.625 12.38 103.6 27.18 2.892
MEX.
0.188 4.775 6 10.31 6.951 13.12 108.6 28.50 2.877 ROJO MEX.
0.224 5.690 4 11.98 7.900 15.24 122.4 32.12 2.834
MEX. NC
0.250 6.350 1/4'' 13.22 8.810 16.81 131.9 34.63 2.801 HSS MEX.
0.313 7.938 5/16'' 15.70 10.51 19.98 149.3 39.18 2.734
MEX. NC
3 1/2"x 3 1/2"
89 x 89
0.090 2.286 13 6.155 4.106 7.831 96.94 21.81 3.518
MEX. NC
0.105 2.667 12 7.170 4.540 9.122 111.7 25.12 3.499
MEX. NC
0.125 3.175 11 8.415 5.394 10.71 129.2 29.07 3.474 BLANCO MEX. NC
0.135 3.429 10 8.906 6.231 11.33 136.0 30.59 3.464
MEX. NC
0.156 3.962 9 10.35 7.049 13.17 155.4 34.96 3.435 VERDE MEX.
0.164 4.166 8 10.83 7.049 13.78 161.6 36.36 3.425
MEX. NC
0.179 4.547 7 11.53 7.850 14.67 170.6 38.39 3.410
MEX.
0.188 4.775 6 12.23 8.244 15.55 179.4 40.35 3.396 ROJO MEX.
0.224 5.690 4 14.25 9.398 18.13 203.7 45.83 3.352
MEX. NC
0.250 6.350 1/4'' 15.77 10.51 20.07 220.9 49.70 3.318 HSS MEX. NC
0.313 7.938 5/16'' 18.86 12.62 23.99 253.1 56.93 3.248
MEX. NC
Dimensiones y pesos teóricos perfil estructural cuadrado (P.E.R.) IMCA: OR
Medida Espesor Calibre Peso estructural Área Ejes X - X y Y - Y Color Origen Obs.
I S r
Pulg - mm Pulg. mm kg/m lb/pie cm2 cm4 cm3 cm
4" x 4"
102 x 102
0.075 1.905 14 5.883 4.212 7.484 123.2 24.24 4.057 AZUL MEX.
0.090 2.286 13 7.074 4.719 8.999 146.7 28.87 4.037
MEX. NC
0.105 2.667 12 8.248 5.221 10.49 169.4 33.34 4.018
MEX. NC
0.125 3.175 11 9.693 6.211 12.33 196.6 38.70 3.993 BLANCO MEX.
0.135 3.429 10 10.26 7.184 13.06 207.2 40.78 3.983
MEX. NC
0.156 3.962 9 11.95 8.138 15.20 237.7 46.79 3.954 VERDE MEX.
0.164 4.166 8 12.50 8.138 15.91 247.5 48.71 3.944
MEX. NC
0.179 4.547 7 13.33 9.075 16.96 261.8 51.53 3.929
MEX.
0.188 4.775 6 14.14 9.537 17.99 275.7 54.27 3.914 ROJO MEX.
0.224 5.690 4 16.53 10.89 21.03 315.0 62.01 3.870
MEX. NC
0.250 6.350 1/4'' 18.33 12.21 23.32 343.2 67.55 3.836 HSS MEX.
0.313 7.938 5/16'' 22.01 14.73 28.00 396.8 78.11 3.764
MEX.
0.375 9.525 3/8'' 25.68 17.46 32.67 445.0 87.60 3.691 HSS MEX.
0.500 12.70 1/2'' 32.23 21.63 41.01 519.2 102.2 3.558
MEX.
4 1/2" x 4 1/2"
114 x 114
0.125 3.175 11 10.97 7.028 13.96 284.1 49.71 4.512 BLANCO MEX. NC
0.156 3.962 9 13.55 9.227 17.24 344.8 60.33 4.473 VERDE MEX. NC
0.188 4.775 6 16.06 10.83 20.43 401.5 70.26 4.433 ROJO MEX. NC
0.250 6.350 1/4'' 20.88 13.91 26.57 503.8 88.16 4.355
MEX. NC
0.313 7.938 5/16'' 25.16 16.84 32.02 587.0 102.7 4.282 HSS IMP NC
0.375 9.525 3/8'' 29.47 20.04 37.50 663.5 116.1 4.206 HSS IMP NC
0.500 12.70 1/2'' 37.30 25.03 47.46 784.2 137.2 4.065
IMP NC
Dimensiones y pesos teóricos perfil estructural cuadrado (P.E.R.) IMCA: OR
Medida Espesor Calibre Peso estructural Área Ejes X - X y Y - Y Color Origen Obs.
I S r
Pulg - mm Pulg. mm kg/m lb/pie cm2 cm4 cm3 cm
5" x 5"
127 x 127
0.105 2.667 12 10.40 6.582 13.24 338.2 53.26 5.055
MEX. NC
0.125 3.175 11 12.25 7.844 15.58 394.3 62.10 5.030
MEX. NC
0.135 3.429 10 12.98 9.089 16.51 416.2 65.55 5.021
MEX. NC
0.156 3.962 9 15.14 10.32 19.27 480.0 75.59 4.991
MEX. NC
0.164 4.166 8 15.86 10.32 20.18 500.7 78.85 4.981
MEX. NC
0.179 4.547 7 16.92 11.53 21.53 531.1 83.64 4.967
MEX. NC
0.188 4.775 3/16'' 17.98 12.12 22.87 560.8 88.32 4.952 HSS MEX.
0.224 5.690 4 21.08 13.89 26.82 646.0 101.7 4.908
MEX. NC
0.250 6.350 1/4'' 23.44 15.62 29.82 708.2 111.5 4.873 HSS MEX.
0.313 7.938 5/16'' 28.32 18.95 36.03 830.2 130.7 4.800
MEX. NC
0.375 9.525 3/8'' 33.27 22.63 42.33 944.3 148.7 4.723
MEX. NC
0.500 12.70 1/2'' 42.37 28.43 53.91 1,129 177.8 4.577
MEX. NC
6" x 6"
152 x 152
0.188 4.763 3/16'' 21.81 14.71 27.75 995.4 130.6 5.990 HSS MEX.
0.250 6.350 1/4'' 28.55 19.02 36.32 1,269 166.5 5.911 HSS MEX.
0.313 7.938 5/16'' 34.63 23.17 44.05 1,501 197.0 5.837 HSS MEX.
0.375 9.525 3/8'' 40.85 27.80 51.98 1,724 226.3 5.759 HSS MEX.
0.500 12.70 1/2'' 52.52 35.24 66.81 2,100 275.6 5.607 HSS MEX.
7" x 7"
178 x 178
0.188 4.763 3/16'' 25.64 17.30 32.62 1,611 181.2 7.027
MEX. NC
0.250 6.350 1/4'' 33.66 22.42 42.82 2,068 232.6 6.949
MEX. NC
0.313 7.938 5/16'' 40.94 27.39 52.08 2,462 276.9 6.875
MEX. NC
0.375 9.525 3/8'' 48.44 32.97 61.63 2,847 320.2 6.796
MEX. NC
0.500 12.70 1/2'' 62.66 42.05 79.72 3,516 395.5 6.641
MEX. NC
8" x 8"
203 x 203
0.188 4.763 3/16'' 29.47 19.88 37.50 2,439 240.0 8.064 HSS MEX.
0.250 6.350 1/4'' 38.77 25.82 49.33 3,146 309.6 7.986 HSS MEX.
0.313 7.938 5/16'' 47.24 31.61 60.11 3,763 370.4 7.912 HSS MEX.
0.375 9.525 3/8'' 56.03 38.15 71.28 4,375 430.6 7.834 HSS MEX.
0.500 12.70 1/2'' 72.80 48.85 92.62 5,459 537.3 7.677 HSS MEX.
0.625 15.88 5/8'' 88.51 58.91 112.6 6,375 627.5 7.524
MEX. NC
Dimensiones y pesos teóricos perfil estructural cuadrado (P.E.R.) IMCA: OR
Medida Espesor Calibre Peso estructural Área Ejes X - X y Y - Y Color Origen Obs.
I S r
Pulg - mm Pulg. mm kg/m lb/pie cm2 cm4 cm3 cm
10" x 10"
254 x 254
0.250 6.350 1/4'' 48.99 32.63 62.33 6,309 496.8 10.06 HSS MEX.
0.313 7.938 5/16'' 59.86 40.04 76.16 7,597 598.2 9.988 HSS MEX.
0.375 9.525 3/8'' 71.20 48.49 90.59 8,894 700.3 9.909 HSS MEX.
0.500 12.70 1/2'' 93.08 62.46 118.4 11,262 886.8 9.752 HSS MEX.
0.625 15.88 5/8'' 113.9 75.79 144.9 13,344 1,051 9.596
MEX. NC
12" x 12"
305 x 305
0.250 6.350 1/4'' 59.21 39.43 75.34 11,095 728.0 12.14 HSS MEX.
0.313 7.938 5/16'' 72.48 48.48 92.21 13,417 880.4 12.06 HSS MEX.
0.375 9.525 3/8'' 86.37 58.84 109.9 15,782 1,036 11.98 HSS MEX.
0.500 12.70 1/2'' 113.4 76.07 144.2 20,175 1,324 11.83 HSS MEX.
0.625 15.88 5/8'' 139.3 92.67 177.2 24,136 1,584 11.67
MEX. NC
14" x 14"
356x 356
0.313 7.938 5/16'' 85.10 56.92 108.3 21,638 1,217 14.14 HSS MEX.
0.375 9.525 3/8'' 101.5 69.18 129.2 25,536 1,436 14.06 HSS MEX.
0.500 12.70 1/2'' 133.7 89.68 170.0 32,863 1,848 13.90 HSS MEX.
0.625 15.88 5/8'' 164.7 109.5 209.5 39,586 2,226 13.74
IMP. NC
16" x 16"
406 x 406
0.313 7.938 5/16'' 97.71 65.36 124.3 32,673 1,608 16.21 HSS MEX.
0.375 9.525 3/8'' 116.7 79.52 148.5 38,653 1,902 16.13 HSS MEX.
0.500 12.70 1/2'' 153.9 103.3 195.8 49,993 2,460 15.98 HSS MEX.
0.625 15.88 5/8'' 190.1 126.4 241.8 60,528 2,979 15.82
IMP. NC

I (Momento de inercia), S (Módulo de sección), r (Radio de giro)
Para el cálculo de propiedades geométricas y pesos teóricos, se consideró:

  • Densidad del acero rolado en caliente 7,860 Kg/m3
  • Momento de inercia por Adición de Áreas; Método usado por el A.I.S.C.
  • Valor del radio exterior igual 2 veces el espesor.
  • Longitud Nominal = 6.10 m ó 12.20 m

Norma de especificación aplicable ASTM A-500 Grado A
Norma de especificación aplicable ASTM A-500 Grado B
Norma de especificación aplicable ASTM A-500 Grado C
MEX: Fabricación Nacional
NC: Material no comercial