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| Dimensions | ||
|---|---|---|
| WMass | 37.1 | |
| dDepth | 162 | |
| bfFlange width | 154 | |
| twWeb thickness | 8.13 | |
| tfFlange thickness | 11.6 | |
| AArea | 4,740 | |
| Major axis | ||
| IxSecond moment of area | 22.2 | |
| SxElastic modulus | 274 | |
| ZxPlastic modulus | 310 | |
| rxRadius of gyration | 68.6 | |
| ytopCentroid to top | 81 | |
| ybotCentroid to bottom | 81 | |
| Minor axis | ||
| IySecond moment of area | 7.12 | |
| SyElastic modulus | 91.9 | |
| ZyPlastic modulus | 140 | |
| ryRadius of gyration | 38.6 | |
| Torsion and warping | ||
| JTorsion constant | 192 | |
| CwWarping constant | 40.3 | |
ASTM A992
| Steel type | High-Strength Low-Alloy | |
|---|---|---|
| FyYield strength, minimum | 345 | |
| FuTensile strength, minimum | 450 | |
| EModulus of elasticity | 200,000 | |
| GShear modulus | 77,200 | |
| νPoisson's ratio | 0.3 | |
| ρDensity | 7,850 | |
| Flexure class, AISC 360 Table B4.1 | Compact, bf/2tf 6.6 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 1,635 | |
| MyYield moment, Sx·Fy | 94.53 | |
| MpPlastic moment, Zx·Fy | 107 | |