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| Dimensions | ||
|---|---|---|
| WMass | 1.68 | |
| tnomNominal wall | 2.87 | |
| tdesDesign wall | 2.67 | |
| ODOutside diameter | 26.7 | |
| IDInside diameter | 20.9 | |
| AArea | 201 | |
| Major axis | ||
| IxSecond moment of area | 0.0146 | |
| SxElastic modulus | 1.1 | |
| ZxPlastic modulus | 1.54 | |
| rxRadius of gyration | 8.53 | |
| ytopCentroid to top | 13.35 | |
| ybotCentroid to bottom | 13.35 | |
| Minor axis | ||
| IySecond moment of area | 0.0146 | |
| SyElastic modulus | 1.1 | |
| ZyPlastic modulus | 1.54 | |
| ryRadius of gyration | 8.53 | |
| Torsion and warping | ||
| JTorsion constant | 29.1 | |
AISC Manual Table 2-4
| Steel type | Carbon | |
|---|---|---|
| FyYield strength, minimum | 241 | |
| FuTensile strength, minimum | 414 | |
| EModulus of elasticity | 200,000 | |
| GShear modulus | 77,200 | |
| νPoisson's ratio | 0.3 | |
| ρDensity | 7,850 | |
| Flexure class, AISC 360 Table B4.1 | Compact, D/t 10.0 (λp 58.1, λr 257.3) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 48.44 | |
| MyYield moment, Sx·Fy | 0.2651 | |
| MpPlastic moment, Zx·Fy | 0.3711 | |