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| Dimensions | ||
|---|---|---|
| WWeight | 14 | |
| dDepth | 11.9 | |
| bfFlange width | 3.97 | |
| twWeb thickness | 0.2 | |
| tfFlange thickness | 0.225 | |
| AArea | 4.16 | |
| Major axis | ||
| IxSecond moment of area | 88.6 | |
| SxElastic modulus | 14.9 | |
| ZxPlastic modulus | 17.4 | |
| rxRadius of gyration | 4.62 | |
| ytopCentroid to top | 5.95 | |
| ybotCentroid to bottom | 5.95 | |
| Minor axis | ||
| IySecond moment of area | 2.36 | |
| SyElastic modulus | 1.19 | |
| ZyPlastic modulus | 1.9 | |
| ryRadius of gyration | 0.753 | |
| Torsion and warping | ||
| JTorsion constant | 0.0704 | |
| CwWarping constant | 80.4 | |
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 8.8 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 208 | |
| MyYield moment, Sx·Fy | 62.08 | |
| MpPlastic moment, Zx·Fy | 72.5 | |