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| Dimensions | ||
|---|---|---|
| WWeight | 211 | |
| dDepth | 39.4 | |
| bfFlange width | 11.8 | |
| twWeb thickness | 0.75 | |
| tfFlange thickness | 1.42 | |
| AArea | 62.1 | |
| Major axis | ||
| IxSecond moment of area | 15,500 | |
| SxElastic modulus | 786 | |
| ZxPlastic modulus | 906 | |
| rxRadius of gyration | 15.8 | |
| ytopCentroid to top | 19.7 | |
| ybotCentroid to bottom | 19.7 | |
| Minor axis | ||
| IySecond moment of area | 390 | |
| SyElastic modulus | 66.1 | |
| ZyPlastic modulus | 105 | |
| ryRadius of gyration | 2.51 | |
| Torsion and warping | ||
| JTorsion constant | 30.4 | |
| CwWarping constant | 141,000 | |
ASTM A992
| Steel type | High-Strength Low-Alloy | |
|---|---|---|
| FyYield strength, minimum | 50 | |
| FuTensile strength, minimum | 65 | |
| 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/tw 48.6 (λp 90.5, λr 137.2) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 3,105 | |
| MyYield moment, Sx·Fy | 3,275 | |
| MpPlastic moment, Zx·Fy | 3,775 | |