Loading…
| Dimensions | ||
|---|---|---|
| WMass | 390 | |
| dDepth | 937 | |
| bfFlange width | 422 | |
| twWeb thickness | 21.3 | |
| tfFlange thickness | 36.6 | |
| AArea | 49,800 | |
| Major axis | ||
| IxSecond moment of area | 7,450 | |
| SxElastic modulus | 15,900 | |
| ZxPlastic modulus | 18,000 | |
| rxRadius of gyration | 389 | |
| ytopCentroid to top | 468.5 | |
| ybotCentroid to bottom | 468.5 | |
| Minor axis | ||
| IySecond moment of area | 454 | |
| SyElastic modulus | 2,160 | |
| ZyPlastic modulus | 3,340 | |
| ryRadius of gyration | 95.5 | |
| Torsion and warping | ||
| JTorsion constant | 17,300 | |
| CwWarping constant | 91,800 | |
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 5.8 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 17,180 | |
| MyYield moment, Sx·Fy | 5,486 | |
| MpPlastic moment, Zx·Fy | 6,210 | |