Loading…
| Dimensions | ||
|---|---|---|
| WMass | 21 | |
| dDepth | 302 | |
| bfFlange width | 101 | |
| twWeb thickness | 5.08 | |
| tfFlange thickness | 5.72 | |
| AArea | 2,680 | |
| Major axis | ||
| IxSecond moment of area | 36.9 | |
| SxElastic modulus | 244 | |
| ZxPlastic modulus | 285 | |
| rxRadius of gyration | 117 | |
| ytopCentroid to top | 151 | |
| ybotCentroid to bottom | 151 | |
| Minor axis | ||
| IySecond moment of area | 0.982 | |
| SyElastic modulus | 19.5 | |
| ZyPlastic modulus | 31.1 | |
| ryRadius of gyration | 19.1 | |
| Torsion and warping | ||
| JTorsion constant | 29.3 | |
| CwWarping constant | 21.6 | |
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 8.8 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 924.6 | |
| MyYield moment, Sx·Fy | 84.18 | |
| MpPlastic moment, Zx·Fy | 98.33 | |