Canal Polín Monten C (CF)

Dimensiones y pesos teóricos para perfil polín mónten "C" IMCA: CF
Designación Calibre Peso estructural Peralte Espesor Patín Ceja
a
Área EJE X-X EJE Y-Y Origen Obs.
d t bf I S r I S r
mm Pulg. Kg/m mm mm mm mm cm2 cm4 cm3 cm cm4 cm3 cm
76 3 18 1.657 76.20 1.21 44.5 10.2 2.108 20.40 5.355 3.111 5.616 1.928 1.632
NC
16 2.101 76.20 1.52 44.5 12.7 2.672 25.35 6.654 3.080 7.340 2.586 1.657 MEX.
14 2.611 76.20 1.90 44.5 12.7 3.322 30.97 8.129 3.053 8.850 3.112 1.632 MEX.
12 3.786 76.20 2.66 44.5 17.8 4.817 42.29 11.10 2.963 13.31 4.927 1.662 MEX.
89 3 1/2 18 1.943 88.90 1.21 50.8 12.7 2.471 32.58 7.329 3.631 8.850 2.678 1.892
NC
16 2.399 88.90 1.52 50.8 12.7 3.052 39.80 8.953 3.611 10.71 3.235 1.873
NC
14 3.064 88.90 1.90 50.8 15.2 3.898 49.73 11.19 3.572 13.93 4.303 1.890
NC
12 4.323 88.90 2.66 50.8 17.8 5.500 67.42 15.17 3.501 19.50 6.152 1.883
NC
10 5.289 88.90 3.42 50.8 17.8 6.729 80.24 18.05 3.453 22.88 7.200 1.844
NC
102 4 18 2.062 101.6 1.21 50.8 12.7 2.624 44.20 8.700 4.104 9.273 2.724 1.880
NC
16 2.549 101.6 1.52 50.8 12.7 3.242 54.06 10.64 4.083 11.22 3.292 1.860 MEX.
14 3.253 101.6 1.90 50.8 15.2 4.139 67.78 13.34 4.047 14.62 4.380 1.880 MEX.
12 4.593 101.6 2.66 50.8 17.8 5.843 92.39 18.19 3.976 20.52 6.268 1.874 MEX.
10 5.628 101.6 3.42 50.8 17.8 7.161 110.3 21.72 3.925 24.10 7.343 1.835
NC
127 5 18 2.302 127.0 1.21 50.8 12.7 2.929 73.90 11.64 5.023 9.986 2.795 1.847
NC
16 2.848 127.0 1.52 50.8 12.7 3.623 90.59 14.27 5.000 12.09 3.380 1.827
NC
14 3.633 127.0 1.90 50.8 15.2 4.622 114.1 17.97 4.968 15.80 4.499 1.849 MEX.
12 5.132 127.0 2.66 50.8 17.8 6.529 156.7 24.68 4.900 22.24 6.448 1.846 MEX.
10 6.307 127.0 3.42 50.8 17.8 8.024 188.2 29.63 4.843 26.15 7.563 1.805
NC
152 6 16 3.506 152.4 1.52 63.5 15.2 4.460 163.4 21.44 6.053 23.68 5.324 2.304
NC
14 4.469 152.4 1.90 63.5 17.8 5.686 206.1 27.05 6.021 30.81 7.040 2.328 MEX.
12 6.210 152.4 2.66 63.5 17.8 7.901 280.6 36.82 5.959 40.94 9.329 2.276 MEX.
10 7.665 152.4 3.42 63.5 17.8 9.751 339.8 44.60 5.903 48.56 11.04 2.232
NC
Dimensiones y pesos teóricos para perfil polín mónten "C" IMCA: CF
Designación Calibre Peso estructural Peralte Espesor Patín Ceja
a
Área EJE X-X EJE Y-Y Origen Obs.
d t bf I S r I S r
mm Pulg. Kg/m mm mm mm mm cm2 cm4 cm3 cm cm4 cm3 cm
178 7 16 3.956 177.8 1.52 69.9 15.2 5.033 248.7 27.97 7.029 31.45 6.293 2.500
NC
14 5.039 177.8 1.90 69.9 17.8 6.411 314.3 35.35 7.001 40.92 8.304 2.526
NC
12 7.127 177.8 2.66 69.9 20.3 9.067 436.5 49.10 6.938 57.70 11.85 2.523
NC
10 8.819 177.8 3.42 69.9 20.3 11.22 531.4 59.77 6.882 68.90 14.13 2.478
NC
203 8 16 4.404 203.2 1.52 76.2 15.2 5.603 358.5 35.29 7.999 40.53 7.318 2.689
NC
14 5.607 203.2 1.90 76.2 17.8 7.133 453.6 44.64 7.974 52.72 9.641 2.719 MEX.
12 7.933 203.2 2.66 76.2 20.3 10.09 632.1 62.21 7.914 74.48 13.77 2.716 MEX.
10 9.97 203.2 3.42 76.2 22.9 12.69 783.5 77.11 7.858 94.02 17.59 2.722
NC
229 9 16 4.855 228.6 1.52 82.6 15.2 6.176 496.5 43.43 8.965 51.28 8.431 2.881
NC
14 6.177 228.6 1.90 82.6 17.8 7.859 628.6 55.00 8.944 66.66 11.09 2.912
NC
12 8.744 228.6 2.66 82.6 20.3 11.12 878.2 76.83 8.885 94.32 15.84 2.912
NC
10 11.13 228.6 3.42 82.6 25.4 14.16 1,105 96.67 8.834 124.7 21.42 2.967
NC
254 10 14 6.745 254.0 1.90 88.9 17.8 8.581 842.4 66.33 9.908 82.54 12.60 3.101 MEX.
12 9.660 254.0 2.66 88.9 22.9 12.29 1,195 94.08 9.860 122.5 19.09 3.157 MEX.
10 12.14 254.0 3.42 88.9 25.4 15.45 1,486 117.0 9.806 154.4 24.29 3.161 MEX.
305 12 12 10.74 304.8 2.66 88.9 22.9 13.66 1,838 120.6 11.60 129.3 19.44 3.076 MEX.
10 13.50 304.8 3.42 88.9 25.4 17.18 2,291 150.3 11.55 163.1 24.73 3.081 MEX.

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
  • Densidad del acero rolado en frío: 7,920 Kg/m3

Norma de especificación aplicable: ASTM A-513
Norma de inspección aplicable: ASTM A-568

MEX: Fabricación Nacional
NC: Material no comercial