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| Dimensions | ||
|---|---|---|
| WWeight | 84 | |
| dDepth | 12.3 | |
| bfFlange width | 12.3 | |
| twWeb thickness | 0.685 | |
| tfFlange thickness | 0.685 | |
| AArea | 24.6 | |
| Major axis | ||
| IxSecond moment of area | 650 | |
| SxElastic modulus | 106 | |
| ZxPlastic modulus | 120 | |
| rxRadius of gyration | 5.14 | |
| ytopCentroid to top | 6.15 | |
| ybotCentroid to bottom | 6.15 | |
| Minor axis | ||
| IySecond moment of area | 213 | |
| SyElastic modulus | 34.6 | |
| ZyPlastic modulus | 53.2 | |
| ryRadius of gyration | 2.94 | |
| Torsion and warping | ||
| JTorsion constant | 4.24 | |
| CwWarping constant | 7,140 | |
ASTM A572
| Steel type | High-Strength Low-Alloy | |
|---|---|---|
| tThickness band | rolled shapes, all sizes | |
| 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 9.0 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 1,230 | |
| MyYield moment, Sx·Fy | 441.7 | |
| MpPlastic moment, Zx·Fy | 500 | |