Solera

Dimensiones y pesos teóricos para solera
Medida estándar Peso estructural Área EJE X-X EJE Y-Y Origen Obs.
Pulg. mm kg/m lb/pie cm2 I S r I S r
1/ 8 1/2 3.18 12.70 0.319 0.204 0.406 0.055 0.086 0.367 0.003 0.022 0.092 MEX.
3/4 19.05 0.478 0.306 0.608 0.183 0.193 0.548 0.005 0.032 0.092 MEX.
1 25.40 0.639 0.408 0.813 0.437 0.344 0.733 0.007 0.043 0.092 MEX.
1 1/4 31.75 0.800 0.510 1.018 0.858 0.539 0.918 0.009 0.054 0.092 MEX.
1 1/2 38.10 0.958 0.613 1.219 1.475 0.774 1.100 0.010 0.065 0.092 MEX.
2 50.80 1.278 0.817 1.626 3.496 1.376 1.466 0.014 0.087 0.092 MEX.
2 1/2 63.50 1.597 1.021 2.032 6.828 2.151 1.833 0.017 0.108 0.092 MEX.
3 76.20 1.917 1.225 2.438 11.80 3.097 2.200 0.021 0.130 0.092 MEX.
3/16 1/2 4.76 12.70 0.479 0.323 0.610 0.082 0.129 0.367 0.012 0.049 0.139 MEX.
3/4 19.05 0.717 0.485 0.912 0.274 0.289 0.548 0.018 0.073 0.139 MEX.
1 25.40 0.958 0.647 1.219 0.655 0.516 0.733 0.023 0.098 0.139 MEX.
1 1/4 31.75 1.200 0.808 1.526 1.286 0.809 0.918 0.029 0.122 0.139 MEX.
1 1/2 38.10 1.437 0.970 1.829 2.212 1.161 1.100 0.035 0.146 0.139 MEX.
2 50.80 1.917 1.293 2.438 5.244 2.065 1.466 0.047 0.195 0.139 MEX.
2 1/2 63.50 2.396 1.616 3.048 10.24 3.226 1.833 0.059 0.244 0.139 MEX. NC
3 76.20 2.875 1.940 3.658 17.70 4.65 2.200 0.070 0.293 0.139 MEX. NC
3/16 4 4.76 101.6 3.833 2.586 4.877 41.95 8.26 2.933 0.094 0.390 0.139 MEX.
5 127.0 4.791 3.233 6.096 81.94 12.90 3.666 0.117 0.488 0.139 MEX.
6 152.4 5.750 3.879 7.315 141.6 18.58 4.399 0.140 0.585 0.139 MEX. NC
1/ 4 1/2 6.35 12.70 0.639 0.425 0.813 0.109 0.172 0.367 0.028 0.087 0.185 MEX.
3/4 19.05 0.956 0.638 1.216 0.366 0.385 0.548 0.042 0.130 0.185 MEX.
1 25.40 1.278 0.851 1.626 0.874 0.688 0.733 0.055 0.173 0.185 MEX.
1 1/4 31.75 1.600 1.063 2.035 1.715 1.079 0.918 0.069 0.217 0.185 MEX.
1 1/2 38.10 1.917 1.276 2.438 2.950 1.548 1.100 0.083 0.260 0.185 MEX.
2 50.80 2.555 1.701 3.251 6.992 2.75 1.466 0.111 0.347 0.185 MEX.
2 1/2 63.50 3.194 2.127 4.064 13.66 4.30 1.833 0.139 0.433 0.185 MEX.
3 76.20 3.833 2.552 4.877 23.60 6.19 2.200 0.166 0.520 0.185 MEX.
4 101.6 5.111 3.403 6.502 55.93 11.01 2.933 0.222 0.694 0.185 MEX.
5 127.0 6.389 4.253 8.128 109.2 17.20 3.666 0.277 0.867 0.185 MEX. NC
Dimensiones y pesos teóricos para solera
Medida estándar Peso estructural Área EJE X-X EJE Y-Y Origen Obs.
Pulg. mm kg/m lb/pie cm2 I S r I S r
1/ 4 6 6.35 152.4 7.666 5.104 9.754 188.8 24.77 4.399 0.333 1.040 0.185 MEX.
8 203.2 10.22 6.806 13.00 447.5 44.0 5.866 0.444 1.387 0.185 MEX.
10 254.0 12.78 8.507 16.26 874.0 68.8 7.332 0.555 1.734 0.185 MEX.
5/16 1 1/2 7.94 38.10 2.366 1.582 3.010 3.641 1.911 1.100 0.157 0.396 0.228 MEX.
2 50.80 3.154 2.110 4.013 8.631 3.398 1.466 0.209 0.528 0.228 MEX.
2 1/2 63.50 3.943 2.637 5.017 16.86 5.309 1.833 0.261 0.661 0.228 MEX.
3 76.20 4.732 3.165 6.020 29.13 7.645 2.200 0.313 0.793 0.228 MEX.
4 101.6 6.309 4.219 8.026 69.04 13.59 2.933 0.417 1.057 0.228 MEX.
5 127.0 7.886 5.274 10.03 134.9 21.24 3.666 0.522 1.321 0.228 MEX. NC
6 152.4 9.463 6.329 12.04 233.0 30.58 4.399 0.626 1.585 0.228 MEX. NC
8 203.2 12.62 8.439 16.05 552.4 54.37 5.866 0.835 2.114 0.228 MEX. NC
10 254.0 15.77 10.55 20.07 1,079 84.95 7.332 1.044 2.642 0.228 MEX.
3/ 8 1/2 9.53 12.70 0.948 0.630 1.207 0.162 0.255 0.367 0.091 0.191 0.274 MEX.
2 50.80 3.793 2.518 4.826 10.38 4.086 1.466 0.363 0.764 0.274 MEX.
2 1/2 63.50 4.742 3.148 6.033 20.27 6.384 1.833 0.454 0.955 0.274 MEX.
3 76.20 5.690 3.777 7.239 35.03 9.194 2.200 0.544 1.146 0.274 MEX.
4 101.6 7.586 5.036 9.652 83.03 16.34 2.933 0.726 1.528 0.274 MEX.
5 127.0 9.483 6.295 12.07 162.2 25.54 3.666 0.907 1.910 0.274 MEX. NC
6 152.4 11.38 7.554 14.48 280.2 36.77 4.399 1.089 2.292 0.274 MEX.
1/ 2 1 1/2 12.70 38.10 3.803 2.552 4.839 5.853 3.073 1.100 0.650 1.024 0.367 MEX.
2 50.80 5.071 3.403 6.452 13.87 5.462 1.466 0.867 1.366 0.367 MEX.
2 1/2 63.50 6.339 4.253 8.065 27.10 8.535 1.833 1.084 1.707 0.367 MEX.
3 76.20 7.606 5.104 9.677 46.83 12.29 2.200 1.301 2.048 0.367 MEX.
4 101.6 10.14 6.806 12.90 111.0 21.85 2.933 1.734 2.731 0.367 MEX.
5 127.0 12.68 8.507 16.13 216.8 34.14 3.666 2.168 3.414 0.367 MEX. NC
6 152.4 15.21 10.21 19.35 374.6 49.16 4.399 2.601 4.097 0.367 MEX.
8 203.2 20.28 13.61 25.81 888.0 87.40 5.87 3.469 5.462 0.367 MEX.
10 254.0 25.35 17.01 32.26 1,734 136.6 7.33 4.336 6.828 0.367 MEX.
5/ 8 1 1/2 15.88 38.10 4.762 3.165 6.058 7.328 3.847 1.100 1.276 1.605 0.459 MEX.
MEX.
Dimensiones y pesos teóricos para solera
Medida estándar Peso estructural Área EJE X-X EJE Y-Y Origen Obs.
Pulg. mm kg/m lb/pie cm2 I S r I S r
5/ 8 2 1/2 15.88 63.50 7.936 5.274 10.10 33.93 10.69 1.833 2.127 2.676 0.459 MEX. NC
3 76.20 9.523 6.329 12.12 58.62 15.39 2.200 2.552 3.211 0.459 MEX.
4 101.6 12.70 8.439 16.15 139.0 27.35 2.933 3.403 4.281 0.459 MEX.
5 127.0 15.87 10.55 20.19 271.4 42.74 3.666 4.254 5.351 0.459 MEX. NC
6 152.4 19.05 12.66 24.23 469.0 61.55 4.399 5.105 6.421 0.459 MEX.
8 203.2 25.39 16.88 32.31 1,112 109.4 5.87 6.807 8.562 0.459 MEX.
10 254.0 31.74 21.10 40.39 2,171 171.0 7.33 8.508 10.70 0.459 MEX.
3/ 4 1 1/2 19.05 38.10 5.690 3.828 7.239 8.757 4.597 1.100 2.178 2.292 0.548 MEX.
2 50.80 7.586 5.104 9.652 20.76 8.172 1.466 2.904 3.056 0.548 MEX.
2 1/2 63.50 9.483 6.380 12.07 40.54 12.77 1.833 3.630 3.821 0.548 MEX. NC
3 76.20 11.38 7.656 14.48 70.05 18.39 2.200 4.355 4.585 0.548 MEX.
4 101.6 15.17 10.21 19.30 166.1 32.69 2.933 5.807 6.113 0.548 MEX.
5 127.0 18.97 12.76 24.13 324.3 51.08 3.666 7.259 7.641 0.548 MEX. NC
6 152.4 22.76 15.31 28.96 560.4 73.55 4.399 8.711 9.169 0.548 MEX.
8 203.2 30.35 20.42 38.61 1,328 130.8 5.866 11.61 12.23 0.548 MEX.
10 254.0 37.93 25.52 48.26 2,595 204.3 7.332 14.52 15.28 0.548 MEX.
1 2 25.40 50.80 10.14 6.806 12.90 27.75 10.92 1.466 6.937 5.462 0.733 MEX.
3 76.20 15.21 10.21 19.35 93.65 24.58 2.200 10.41 8.194 0.733 MEX.
4 101.6 20.28 13.61 25.81 222.0 43.70 2.933 13.87 10.92 0.733 MEX.
5 127.0 25.35 17.01 32.26 433.6 68.28 3.666 17.34 13.66 0.733 MEX. NC
6 152.4 30.43 20.42 38.71 749.2 98.32 4.399 20.81 16.39 0.733 MEX.
8 203.2 40.57 27.22 51.61 1,776 174.8 5.866 27.75 21.85 0.733 MEX.
10 254.0 50.71 34.03 64.52 3,469 273.1 7.332 34.69 27.31 0.733 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
  • Momento de inercia por Adición de Áreas; Método usado por el A.I.S.C.

Norma de especificación aplicable: ASTM A-36
Norma de inspección aplicable: ASTM A-6

Longitud Nominal= 6.10m
MEX: Fabricación Nacional
NC: Material no comercial
IMP: Importación/ Sujeta a disponibilidad y tamaño de lote mínimo.