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| Dimensions | ||
|---|---|---|
| WWeight | 39.43 | |
| HHeight | 14 | |
| BWidth | 10 | |
| tnomNominal wall | 0.25 | |
| tdesDesign wall | 0.233 | |
| AArea | 10.8 | |
| Major axis | ||
| IxSecond moment of area | 310 | |
| SxElastic modulus | 44.3 | |
| ZxPlastic modulus | 52.4 | |
| rxRadius of gyration | 5.35 | |
| ytopCentroid to top | 7 | |
| ybotCentroid to bottom | 7 | |
| Minor axis | ||
| IySecond moment of area | 186 | |
| SyElastic modulus | 37.2 | |
| ZyPlastic modulus | 41.8 | |
| ryRadius of gyration | 4.14 | |
| Torsion and warping | ||
| JTorsion constant | 362 | |
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 39.9 (λp 28.1, λr 35.2) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 496.8 | |
| MyYield moment, Sx·Fy | 169.8 | |
| MpPlastic moment, Zx·Fy | 200.9 | |