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| Dimensions | ||
|---|---|---|
| WWeight | 43.43 | |
| tnomNominal wall | 0.5 | |
| tdesDesign wall | 0.465 | |
| ODOutside diameter | 8.63 | |
| AArea | 11.9 | |
| Major axis | ||
| IxSecond moment of area | 100 | |
| SxElastic modulus | 23.1 | |
| ZxPlastic modulus | 31 | |
| rxRadius of gyration | 2.89 | |
| ytopCentroid to top | 4.315 | |
| ybotCentroid to bottom | 4.315 | |
| Minor axis | ||
| IySecond moment of area | 100 | |
| SyElastic modulus | 23.1 | |
| ZyPlastic modulus | 31 | |
| ryRadius of gyration | 2.89 | |
| Torsion and warping | ||
| JTorsion constant | 199 | |
AISC Manual Table 2-4
| Steel type | Carbon | |
|---|---|---|
| FyYield strength, minimum | 42 | |
| 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 | Compact, D/t 18.6 (λp 48.3, λr 213.8) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 499.8 | |
| MyYield moment, Sx·Fy | 80.85 | |
| MpPlastic moment, Zx·Fy | 108.5 | |