Loading…
| Dimensions | ||
|---|---|---|
| WWeight | 68 | |
| dDepth | 23.7 | |
| bfFlange width | 8.97 | |
| twWeb thickness | 0.415 | |
| tfFlange thickness | 0.585 | |
| AArea | 20.1 | |
| Major axis | ||
| IxSecond moment of area | 1,830 | |
| SxElastic modulus | 154 | |
| ZxPlastic modulus | 177 | |
| rxRadius of gyration | 9.55 | |
| ytopCentroid to top | 11.85 | |
| ybotCentroid to bottom | 11.85 | |
| Minor axis | ||
| IySecond moment of area | 70.4 | |
| SyElastic modulus | 15.7 | |
| ZyPlastic modulus | 24.5 | |
| ryRadius of gyration | 1.87 | |
| Torsion and warping | ||
| JTorsion constant | 1.87 | |
| CwWarping constant | 9,430 | |
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 7.7 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 1,005 | |
| MyYield moment, Sx·Fy | 641.7 | |
| MpPlastic moment, Zx·Fy | 737.5 | |