Mechanics

EN‑2211

Properties of Steel Sections - Channel, U.S. customary units

Description
$\boldsymbol{d} \times \,\boldsymbol{b_f}$
$W$
lb/ft
$A$
in.2
$d$
in.
$b_f$
in.
$t_w$
in.
$t_f$
in.
$\bar{x}$
in.
$\bar{I}_{xx}$
in.4
$\bar{I}_{yy}$
in.4
C15$\times$50 50 14.7 15 3.72 0.716 0.65 0.799 404 11
C15$\times$40 40 11.8 15 3.52 0.52 0.65 0.778 348 9.17
C15$\times$33.9 33.9 10 15 3.4 0.4 0.65 0.788 315 8.07
C12$\times$30 30 8.81 12 3.17 0.51 0.501 0.674 162 5.12
C12$\times$25 25 7.34 12 3.05 0.387 0.501 0.674 144 4.45
C12$\times$20.7 20.7 6.08 12 2.94 0.282 0.501 0.698 129 3.86
C10$\times$30 30 8.81 10 3.03 0.673 0.436 0.649 103 3.93
C10$\times$25 25 7.35 10 2.89 0.526 0.436 0.617 91.1 3.34
C10$\times$20 20 5.87 10 2.74 0.379 0.436 0.606 78.9 2.8
C10$\times$15.3 15.3 4.48 10 2.6 0.24 0.436 0.634 67.3 2.27
C9$\times$20 20 5.87 9 2.65 0.448 0.413 0.583 60.9 2.41
C9$\times$15 15 4.4 9 2.49 0.285 0.413 0.586 51 1.91
C9$\times$13.4 13.4 3.94 9 2.43 0.233 0.413 0.601 47.8 1.75
C8$\times$18.75 18.75 5.51 8 2.53 0.487 0.39 0.565 43.9 1.97
C8$\times$13.75 13.75 4.03 8 2.34 0.303 0.39 0.554 36.1 1.52
C8$\times$11.5 11.5 3.37 8 2.26 0.22 0.39 0.572 32.5 1.31
C7$\times$14.75 14.75 4.33 7 2.3 0.419 0.366 0.532 27.2 1.37
C7$\times$12.25 12.25 3.59 7 2.19 0.314 0.366 0.525 24.2 1.16
C7$\times$9.8 9.8 2.87 7 2.09 0.21 0.366 0.541 21.2 0.957
C6$\times$13 13 3.82 6 2.16 0.437 0.343 0.514 17.3 1.05
C6$\times$10.5 10.5 3.07 6 2.03 0.314 0.343 0.5 15.1 0.86
C6$\times$8.2 8.2 2.39 6 1.92 0.2 0.343 0.512 13.1 0.687
C5$\times$9 9 2.64 5 1.89 0.325 0.32 0.478 8.89 0.624
C5$\times$6.7 6.7 1.97 5 1.75 0.19 0.32 0.484 7.48 0.47
C4$\times$7.25 7.25 2.13 4 1.72 0.321 0.296 0.459 4.58 0.425
C4$\times$6.25 6.25 1.84 4 1.65 0.247 0.296 0.453 4.19 0.374
C4$\times$5.4 5.4 1.58 4 1.58 0.184 0.296 0.457 3.85 0.312
C4$\times$4.5 4.5 1.34 4 1.52 0.125 0.296 0.473 3.53 0.265
C3$\times$6 6 1.76 3 1.6 0.356 0.273 0.455 2.07 0.3
C3$\times$5 5 1.47 3 1.5 0.258 0.273 0.439 1.85 0.241
C3$\times$4.1 4.1 1.2 3 1.41 0.17 0.273 0.437 1.65 0.191
C3$\times$3.5 3.5 1.09 3 1.37 0.132 0.273 0.443 1.57 0.169