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| Dimensions | ||
|---|---|---|
| WMass | 15.3 | |
| tnomNominal wall | 7.62 | |
| tdesDesign wall | 7.09 | |
| ODOutside diameter | 88.9 | |
| AArea | 1,820 | |
| Major axis | ||
| IxSecond moment of area | 1.54 | |
| SxElastic modulus | 34.6 | |
| ZxPlastic modulus | 47.5 | |
| rxRadius of gyration | 29 | |
| ytopCentroid to top | 44.45 | |
| ybotCentroid to bottom | 44.45 | |
| Minor axis | ||
| IySecond moment of area | 1.54 | |
| SyElastic modulus | 34.6 | |
| ZyPlastic modulus | 47.5 | |
| ryRadius of gyration | 29 | |
| Torsion and warping | ||
| JTorsion constant | 3,070 | |
AISC Manual Table 2-4
| Steel type | Carbon | |
|---|---|---|
| FyYield strength, minimum | 290 | |
| 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 | Compact, D/t 12.5 (λp 48.3, λr 213.8) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 527.8 | |
| MyYield moment, Sx·Fy | 10.03 | |
| MpPlastic moment, Zx·Fy | 13.78 | |