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| Dimensions | ||
|---|---|---|
| WMass | 14.7 | |
| HHeight | 152 | |
| BWidth | 152 | |
| tnomNominal wall | 3.18 | |
| tdesDesign wall | 2.95 | |
| AArea | 1,740 | |
| Major axis | ||
| IxSecond moment of area | 6.45 | |
| SxElastic modulus | 84.4 | |
| ZxPlastic modulus | 97 | |
| rxRadius of gyration | 60.7 | |
| ytopCentroid to top | 76 | |
| ybotCentroid to bottom | 76 | |
| Minor axis | ||
| IySecond moment of area | 6.45 | |
| SyElastic modulus | 84.4 | |
| ZyPlastic modulus | 97 | |
| ryRadius of gyration | 60.7 | |
| Torsion and warping | ||
| JTorsion constant | 9,950 | |
AISC Manual Table 2-4
| Steel type | Carbon | |
|---|---|---|
| FyYield strength, minimum | 317 | |
| FuTensile strength, minimum | 400 | |
| EModulus of elasticity | 200,000 | |
| GShear modulus | 77,200 | |
| νPoisson's ratio | 0.3 | |
| ρDensity | 7,850 | |
| Flexure class, AISC 360 Table B4.1 | Slender, b/t 48.5 (λp 28.1, λr 35.2) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 551.6 | |
| MyYield moment, Sx·Fy | 26.75 | |
| MpPlastic moment, Zx·Fy | 30.75 | |