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| Dimensions | ||
|---|---|---|
| WWeight | 455 | |
| dDepth | 19 | |
| bfFlange width | 16.8 | |
| twWeb thickness | 2.02 | |
| tfFlange thickness | 3.21 | |
| AArea | 134 | |
| Major axis | ||
| IxSecond moment of area | 7,190 | |
| SxElastic modulus | 756 | |
| ZxPlastic modulus | 936 | |
| rxRadius of gyration | 7.33 | |
| ytopCentroid to top | 9.5 | |
| ybotCentroid to bottom | 9.5 | |
| Minor axis | ||
| IySecond moment of area | 2,560 | |
| SyElastic modulus | 304 | |
| ZyPlastic modulus | 468 | |
| ryRadius of gyration | 4.38 | |
| Torsion and warping | ||
| JTorsion constant | 395 | |
| CwWarping constant | 160,000 | |
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 2.6 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 6,700 | |
| MyYield moment, Sx·Fy | 3,150 | |
| MpPlastic moment, Zx·Fy | 3,900 | |