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| Dimensions | ||
|---|---|---|
| WWeight | 103 | |
| dDepth | 24.5 | |
| bfFlange width | 9 | |
| twWeb thickness | 0.55 | |
| tfFlange thickness | 0.98 | |
| AArea | 30.3 | |
| Major axis | ||
| IxSecond moment of area | 3,000 | |
| SxElastic modulus | 245 | |
| ZxPlastic modulus | 280 | |
| rxRadius of gyration | 10 | |
| ytopCentroid to top | 12.25 | |
| ybotCentroid to bottom | 12.25 | |
| Minor axis | ||
| IySecond moment of area | 119 | |
| SyElastic modulus | 26.5 | |
| ZyPlastic modulus | 41.5 | |
| ryRadius of gyration | 1.99 | |
| Torsion and warping | ||
| JTorsion constant | 7.07 | |
| CwWarping constant | 16,600 | |
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 4.6 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 1,515 | |
| MyYield moment, Sx·Fy | 1,021 | |
| MpPlastic moment, Zx·Fy | 1,167 | |