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| Dimensions | ||
|---|---|---|
| WWeight | 158 | |
| dDepth | 19.7 | |
| bfFlange width | 11.3 | |
| twWeb thickness | 0.81 | |
| tfFlange thickness | 1.44 | |
| AArea | 46.3 | |
| Major axis | ||
| IxSecond moment of area | 3,060 | |
| SxElastic modulus | 310 | |
| ZxPlastic modulus | 356 | |
| rxRadius of gyration | 8.12 | |
| ytopCentroid to top | 9.85 | |
| ybotCentroid to bottom | 9.85 | |
| Minor axis | ||
| IySecond moment of area | 347 | |
| SyElastic modulus | 61.4 | |
| ZyPlastic modulus | 94.8 | |
| ryRadius of gyration | 2.74 | |
| Torsion and warping | ||
| JTorsion constant | 25.2 | |
| CwWarping constant | 29,000 | |
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, bf/2tf 3.9 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 2,315 | |
| MyYield moment, Sx·Fy | 1,292 | |
| MpPlastic moment, Zx·Fy | 1,483 | |