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| Dimensions | ||
|---|---|---|
| WMass | 16.1 | |
| tnomNominal wall | 6.02 | |
| tdesDesign wall | 5.61 | |
| ODOutside diameter | 114.3 | |
| IDInside diameter | 102 | |
| AArea | 1,910 | |
| Major axis | ||
| IxSecond moment of area | 2.84 | |
| SxElastic modulus | 49.7 | |
| ZxPlastic modulus | 66.4 | |
| rxRadius of gyration | 38.4 | |
| ytopCentroid to top | 57.15 | |
| ybotCentroid to bottom | 57.15 | |
| Minor axis | ||
| IySecond moment of area | 2.84 | |
| SyElastic modulus | 49.7 | |
| ZyPlastic modulus | 66.4 | |
| ryRadius of gyration | 38.4 | |
| Torsion and warping | ||
| JTorsion constant | 5,660 | |
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 20.4 (λp 58.1, λr 257.3) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 460.3 | |
| MyYield moment, Sx·Fy | 11.98 | |
| MpPlastic moment, Zx·Fy | 16 | |