Loading…
| Dimensions | ||
|---|---|---|
| WMass | 59 | |
| dDepth | 210 | |
| bfFlange width | 205 | |
| twWeb thickness | 9.14 | |
| tfFlange thickness | 14.2 | |
| AArea | 7,550 | |
| Major axis | ||
| IxSecond moment of area | 60.8 | |
| SxElastic modulus | 582 | |
| ZxPlastic modulus | 652 | |
| rxRadius of gyration | 89.7 | |
| ytopCentroid to top | 105 | |
| ybotCentroid to bottom | 105 | |
| Minor axis | ||
| IySecond moment of area | 20.4 | |
| SyElastic modulus | 200 | |
| ZyPlastic modulus | 303 | |
| ryRadius of gyration | 51.8 | |
| Torsion and warping | ||
| JTorsion constant | 466 | |
| CwWarping constant | 195 | |
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 7.2 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 2,605 | |
| MyYield moment, Sx·Fy | 200.8 | |
| MpPlastic moment, Zx·Fy | 224.9 | |