0.069 |
0.079 |
0.108 |
0.108 |
0.108 |
( 1.75) |
( 2) |
( 2.75) |
( 2.75) |
( 2.75) |
1.10 |
1.67 |
1.67 |
1.67 |
1.67 |
( 28) |
( 42.5) |
( 42.5) |
( 42.5) |
( 42.5) |
1.67 |
0.91 |
1.67 |
1.67 |
2.83 |
( 42.5) |
( 23) |
( 42.5) |
( 42.5) |
( 72) |
0.84 |
1.1 |
1.97 |
1.96 |
2.83 |
( 1.25) |
( 1.64) |
( 2.93) |
( 2.91) |
( 4.21) |
40.6 |
40.6 |
40.6 |
40.6 |
40.6 |
( 280) |
( 280) |
( 280) |
( 280) |
( 280) |
29,500 |
29,500 |
29,500 |
29,500 |
29,500 |
( 203,400) |
( 203,400) |
( 203,400) |
( 203,400) |
( 203,400) |
0.291 |
0.322 |
0.583 |
0.579 |
0.834 |
( 187.59) |
( 207.95) |
( 376.02) |
( 373.78) |
( 538.27) |
0.0489 |
0.0351 |
0.2033 |
0.201 |
0.7904 |
( 20,349) |
( 14,621) |
( 84,619) |
( 83,843) |
( 329,006) |
0.1272 |
0.1274 |
0.2611 |
0.259 |
0.4153 |
( 52,943) |
( 53,018) |
( 108,670) |
( 107,667) |
( 172,864) |
0.0742 |
0.067 |
0.2165 |
0.216 |
0.5146 |
( 1,216) |
( 1,098) |
( 3,548) |
( 3,532) |
( 8,432) |
0.152 |
0.1523 |
0.3121 |
0.309 |
0.4964 |
( 2,491) |
( 2,495) |
( 5,114) |
( 5,067) |
( 8,135) |
0.41 |
0.33 |
0.591 |
0.590 |
0.973 |
( 10.42) |
( 8.39) |
( 15) |
( 14.98) |
( 24.72) |
0.661 |
0.629 |
0.669 |
0.668 |
0.706 |
( 16.8) |
( 15.97) |
( 17) |
( 16.97) |
( 17.92) |
0.0443 |
0.0327 |
0.2005 |
0.201 |
0.7802 |
( 18,439) |
( 13,594) |
( 83,452) |
( 83,843) |
( 324,725) |
0.0901 |
0.1264 |
0.2611 |
0.259 |
0.4153 |
( 37,509) |
( 52,608) |
( 108,664) |
( 107,667) |
( 172,858) |
0.0673 |
0.0623 |
0.2135 |
0.216 |
0.5079 |
( 1,102) |
( 1,021) |
( 3,499) |
( 3,532) |
( 8,323) |
0.1077 |
0.1511 |
0.3121 |
0.309 |
0.4964 |
( 1765) |
( 2476) |
( 5114) |
( 5,067) |
( 8135) |
2.77 |
2.88 |
10.22 |
10.13 |
23.34 |
( 0.313) |
( 0.325) |
( 1.15) |
( 1.144) |
( 2.64) |
4.33 |
6.33 |
12.71 |
13.20 |
19.24 |
( 0.489) |
( 0.716) |
( 1.436) |
( 1.491) |
( 2.173) |
2.53 |
2.66 |
9.06 |
10.13 |
18.65 |
( 0.286) |
( 0.300) |
( 1.024) |
( 1.144) |
( 2.107) |
3.76 |
5.70 |
12.71 |
13.20 |
17.86 |
( 0.425) |
( 0.644) |
( 1.436) |
( 1.491) |
( 2.017) |
1,877 |
2,085 |
2,691 |
2,534 |
2,692 |
( 8,350) |
( 9,274) |
( 11,972) |
( 11.27) |
( 11,975) |
2,220 |
1,813 |
5,383 |
5,225 |
10,286 |
( 9,878) |
( 8,064) |
( 23,944) |
( 23.24) |
( 45,756) |
0.0005 |
0.0007 |
0.0023 |
0.0023 |
0.0033 |
( 191.50) |
( 277.26) |
( 947.89) |
( 942.24) |
( 1,356.90) |
0.0368 |
0.0323 |
0.1593 |
0.157 |
0.5991 |
( 9,881,442) |
( 8,685,395) |
( 42,771,610) |
( 42,032,270) |
( 160,884,400) |
Distance from the centroid to the shear center along the principal X-axis |
X0 |
0 |
0 |
0 |
0 |
0 |
|
Distance from the centroid to the shear center along the principal Y-axis |
Y0 |
0.988
( 25.1)
|
0.868
( 22.05)
|
1.579
( 40.11)
|
-1.586
( 40.3)
|
2.740
( 69.59)
|
|
Distance from shear center to centroid to mid-plane of web |
m |
0.60
( 15.1)
|
0.45
( 11.4)
|
0.90
( 22.9)
|
0.901
( 22.9)
|
1.50
( 38.0)
|
|
Net polar radius of gyration about the shear center |
r0 |
1.258
( 31.95)
|
1.122
( 28.49)
|
1.814
( 46.07)
|
1.819
( 46.2)
|
2.992
( 76.00)
|
|
Coefficient for determining critical elastic lateral-torsional buckling stress |
β |
- |
0.4 |
0.4 |
0.2 |
0.2 |
0.2 |
1. Tabulated values are in accordance with CSA S136-16, the North American Specification for the Design of Cold-Formed Steel Structural Members. | |||||||
2. Tabulated gross properties, including torsional properties, are based on the full unreduced cross section of the profiles, away from the punched holes and slots. | |||||||
3. For deflection calculations, use the effective moment of inertia. | |||||||
4. Allowable moment is the lesser of Ma and Mad. | |||||||
5. C. G. is the center of gravity of the profile cross-section. | |||||||