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| Dimensions | ||
|---|---|---|
| WWeight | 279 | |
| dDepth | 26.7 | |
| bfFlange width | 13.3 | |
| twWeb thickness | 1.16 | |
| tfFlange thickness | 2.09 | |
| AArea | 81.9 | |
| Major axis | ||
| IxSecond moment of area | 9,600 | |
| SxElastic modulus | 718 | |
| ZxPlastic modulus | 835 | |
| rxRadius of gyration | 10.8 | |
| ytopCentroid to top | 13.35 | |
| ybotCentroid to bottom | 13.35 | |
| Minor axis | ||
| IySecond moment of area | 823 | |
| SyElastic modulus | 124 | |
| ZyPlastic modulus | 193 | |
| ryRadius of gyration | 3.17 | |
| Torsion and warping | ||
| JTorsion constant | 90.5 | |
| CwWarping constant | 125,000 | |
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 3.2 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 4,095 | |
| MyYield moment, Sx·Fy | 2,992 | |
| MpPlastic moment, Zx·Fy | 3,479 | |