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| Dimensions | ||
|---|---|---|
| WWeight | 76 | |
| dDepth | 18.2 | |
| bfFlange width | 11 | |
| twWeb thickness | 0.425 | |
| tfFlange thickness | 0.68 | |
| AArea | 22.3 | |
| Major axis | ||
| IxSecond moment of area | 1,330 | |
| SxElastic modulus | 146 | |
| ZxPlastic modulus | 163 | |
| rxRadius of gyration | 7.73 | |
| ytopCentroid to top | 9.1 | |
| ybotCentroid to bottom | 9.1 | |
| Minor axis | ||
| IySecond moment of area | 152 | |
| SyElastic modulus | 27.6 | |
| ZyPlastic modulus | 42.2 | |
| ryRadius of gyration | 2.61 | |
| Torsion and warping | ||
| JTorsion constant | 2.83 | |
| CwWarping constant | 11,700 | |
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 8.1 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 1,115 | |
| MyYield moment, Sx·Fy | 608.3 | |
| MpPlastic moment, Zx·Fy | 679.2 | |