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| Dimensions | ||
|---|---|---|
| WWeight | 62 | |
| dDepth | 23.7 | |
| bfFlange width | 7.04 | |
| twWeb thickness | 0.43 | |
| tfFlange thickness | 0.59 | |
| AArea | 18.2 | |
| Major axis | ||
| IxSecond moment of area | 1,550 | |
| SxElastic modulus | 131 | |
| ZxPlastic modulus | 153 | |
| rxRadius of gyration | 9.23 | |
| ytopCentroid to top | 11.85 | |
| ybotCentroid to bottom | 11.85 | |
| Minor axis | ||
| IySecond moment of area | 34.5 | |
| SyElastic modulus | 9.8 | |
| ZyPlastic modulus | 15.7 | |
| ryRadius of gyration | 1.38 | |
| Torsion and warping | ||
| JTorsion constant | 1.71 | |
| CwWarping constant | 4,620 | |
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 6.0 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 910 | |
| MyYield moment, Sx·Fy | 545.8 | |
| MpPlastic moment, Zx·Fy | 637.5 | |