Metal Sales Secondary Framing - Manual (Page 22)

PSF-22
Secondary Framing
© Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 9/11
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d
imensions and
s
eCTion
P
roPerTies of
C
ees
4" x 2 1 /
2
"
SiZe
Web x Flange
Full Section Properties
Thickness
ga in
Effective Section Properties
(Fully Braced) X-X Axis
Weight
plf
a
in 2
Ix-x
in 4
rx
in
Iy-y
in 4
ry
in
Cw
in 6
J
in 4
16 0.057 1.926 0.566 1.509 1.633 0.515 0.953 2.0581 0.000613 0.4064 1.378 0.647 1.776 3.665
ae
in 2
Ixe
in 4
Sxe
in 3
Max
K-ft
Vay
Kips
6" x 2 1 /
2
"
8" x 2 1 /
2
"
8" x 3"
8" x 3 1 /
2
"
9" x 3"
9" x 3 1 /
2
"
10" x 2 1 /
2
"
10" x 3"
10" x 3 1 /
2
"
10" x 4"
12" x 2 1 /
2
"
12" x 3"
12" x 3 1 /
2
"
14 0.070 2.365 0.696 1.835 1.624 0.630 0.352 2.564 0.001136 0.540 1.714 0.815 2.381 5.367
16 0.057 2.314 0.680 3.840 2.376 0.595 0.935 4.530 0.000739 0.415 3.521 1.111 3.049 2.865
14 0.070 2.841 0.836 4.687 2.368 0.729 0.934 5.604 0.001365 0.555 4.378 1.395 3.829 5.331
16 0.057 2.701 0.794 7.532 3.079 0.652 0.906 9.328 0.00086 0.418 6.823 1.603 4.400 2.102
14 0.070 3.317 0.976 9.210 3.072 0.800 0.906 10.270 0.00159 0.562 8.626 2.072 5.686 3.907
12 0.105 4.9756 1.463 13.649 3.054 1.196 0.904 15.561 0.005378 1.104 13.649 3.412 9.365 12.437
14 0.070 3.555 1.046 10.311 3.140 1.243 1.090 15.767 0.001708 0.583 9.306 2.186 6.000 3.907
12 0.105 5.3329 1.569 15.286 3.122 1.863 1.090 23.945 0.005764 1.134 14.895 3.655 10.030 12.437
14 0.070 3.793 1.116 11.411 3.198 1.808 1.273 22.735 0.001822 0.594 9.880 2.266 6.219 3.907
12 0.105 5.6899 1.673 16.922 3.179 2.712 1.273 34.569 0.006150 1.095 15.371 3.616 9.924 12.437
14 0.070 3.7930 1.116 13.582 3.489 1.289 1.075 20.373 0.00182 0.585 12.256 2.562 7.031 3.446
12 0.105 5.6896 1.6734 20.168 3.472 1.933 1.075 30.868 0.00615 1.142 19.649 4.288 11.769 11.728
14 0.070 4.0310 1.186 14.977 3.554 1.877 1.258 29.375 0.001937 0.596 12.825 2.594 7.119 3.446
12 0.105 6.0466 1.778 22.245 3.537 2.818 1.259 44.561 0.006536 1.102 20.248 4.246 11.654 11.728
14 0.070 3.793 1.116 15.685 3.750 0.853 0.874 16.735 0.001822 0.566 14.436 2.739 7.516 3.083
12 0.105 5.6896 1.673 23.316 3.733 1.277 0.874 25.256 0.006150 1.118 23.316 4.663 12.798 10.483
14 0.070 4.031 1.186 17.410 3.832 1.330 1.059 25.701 0.001937 0.587 15.323 2.826 7.757 3.038
12 0.105 6.0466 1.778 25.887 3.815 1.995 1.059 38.875 0.006536 1.148 25.221 4.958 13.606 10.483
12 0.105 6.404 1.883 28.457 3.887 2.912 1.243 56.122 0.00692 1.109 25.958 4.913 13.485 10.483
14 0.070 4.507 1.326 20.862 3.967 2.692 1.425 51.030 0.00217 0.602 16.586 2.879 7.901 3.083
12 0.105 6.7606 1.988 31.027 3.950 4.045 1.426 77.322 0.00731 1.161 27.800 5.203 14.280 10.483
12 0.105 6.404 1.883 36.331 4.392 1.340 0.843 37.837 0.00692 1.127 36.331 6.055 16.618 8.646
14 0.070 4.507 1.326 26.881 4.503 1.398 1.027 38.619 0.00217 0.589 22.616 3.358 9.217 2.546
12 0.105 6.7606 1.988 40.045 4.488 2.099 1.027 58.286 0.00731 1.157 39.025 6.401 17.567 8.646
12 0.105 7.118 2.093 43.759 4.572 3.072 1.211 84.177 0.00769 1.118 40.089 6.358 17.441 8.646
WEB
B2
B1
Fy = 55.0 KSI
R = 0.125 In