Loading…
| Dimensions | ||
|---|---|---|
| WMass | 21.8 | |
| HHeight | 88.9 | |
| BWidth | 88.9 | |
| tnomNominal wall | 9.53 | |
| tdesDesign wall | 8.86 | |
| AArea | 2,640 | |
| Major axis | ||
| IxSecond moment of area | 2.7 | |
| SxElastic modulus | 60.8 | |
| ZxPlastic modulus | 76.9 | |
| rxRadius of gyration | 32 | |
| ytopCentroid to top | 44.45 | |
| ybotCentroid to bottom | 44.45 | |
| Minor axis | ||
| IySecond moment of area | 2.7 | |
| SyElastic modulus | 60.8 | |
| ZyPlastic modulus | 76.9 | |
| ryRadius of gyration | 32 | |
| Torsion and warping | ||
| JTorsion constant | 4,660 | |
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 | Compact, b/t 7.0 (λp 28.1, λr 35.2) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 836.9 | |
| MyYield moment, Sx·Fy | 19.27 | |
| MpPlastic moment, Zx·Fy | 24.38 | |