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| Dimensions | ||
|---|---|---|
| WWeight | 19.08 | |
| HHeight | 8 | |
| BWidth | 2 | |
| tnomNominal wall | 0.3125 | |
| tdesDesign wall | 0.291 | |
| AArea | 5.26 | |
| Major axis | ||
| IxSecond moment of area | 33.7 | |
| SxElastic modulus | 8.43 | |
| ZxPlastic modulus | 11.6 | |
| rxRadius of gyration | 2.53 | |
| ytopCentroid to top | 4 | |
| ybotCentroid to bottom | 4 | |
| Minor axis | ||
| IySecond moment of area | 3.38 | |
| SyElastic modulus | 3.38 | |
| ZyPlastic modulus | 4.06 | |
| ryRadius of gyration | 0.802 | |
| Torsion and warping | ||
| JTorsion constant | 10.9 | |
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 | Compact, h/t 24.5 (λp 60.8, λr 143.2) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 242 | |
| MyYield moment, Sx·Fy | 32.31 | |
| MpPlastic moment, Zx·Fy | 44.47 | |