Loading…
| Dimensions | ||
|---|---|---|
| WWeight | 14.72 | |
| HHeight | 5 | |
| BWidth | 2 | |
| tnomNominal wall | 0.375 | |
| tdesDesign wall | 0.349 | |
| AArea | 4.09 | |
| Major axis | ||
| IxSecond moment of area | 10.4 | |
| SxElastic modulus | 4.14 | |
| ZxPlastic modulus | 5.71 | |
| rxRadius of gyration | 1.59 | |
| ytopCentroid to top | 2.5 | |
| ybotCentroid to bottom | 2.5 | |
| Minor axis | ||
| IySecond moment of area | 2.28 | |
| SyElastic modulus | 2.28 | |
| ZyPlastic modulus | 2.88 | |
| ryRadius of gyration | 0.748 | |
| Torsion and warping | ||
| JTorsion constant | 6.61 | |
AISC Manual Table 2-4
| Steel type | Carbon | |
|---|---|---|
| FyYield strength, minimum | 46 | |
| 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, h/t 11.3 (λp 60.8, λr 143.2) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 188.1 | |
| MyYield moment, Sx·Fy | 15.87 | |
| MpPlastic moment, Zx·Fy | 21.89 | |