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| Dimensions | ||
|---|---|---|
| WWeight | 9.01 | |
| HHeight | 6 | |
| BWidth | 5 | |
| tnomNominal wall | 0.125 | |
| tdesDesign wall | 0.116 | |
| AArea | 2.46 | |
| Major axis | ||
| IxSecond moment of area | 13.4 | |
| SxElastic modulus | 4.48 | |
| ZxPlastic modulus | 5.24 | |
| rxRadius of gyration | 2.34 | |
| ytopCentroid to top | 3 | |
| ybotCentroid to bottom | 3 | |
| Minor axis | ||
| IySecond moment of area | 10.2 | |
| SyElastic modulus | 4.07 | |
| ZyPlastic modulus | 4.63 | |
| ryRadius of gyration | 2.03 | |
| Torsion and warping | ||
| JTorsion constant | 18 | |
AISC Manual Table 2-4
| Steel type | Carbon | |
|---|---|---|
| FyYield strength, minimum | 46 | |
| FuTensile strength, minimum | 58 | |
| EModulus of elasticity | 29,000 | |
| GShear modulus | 11,200 | |
| νPoisson's ratio | 0.3 | |
| ρDensity | 490 | |
| Flexure class, AISC 360 Table B4.1 | Slender, b/t 40.1 (λp 28.1, λr 35.2) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 113.2 | |
| MyYield moment, Sx·Fy | 17.17 | |
| MpPlastic moment, Zx·Fy | 20.09 | |