Loading…
| Dimensions | ||
|---|---|---|
| WWeight | 10 | |
| dDepth | 7.89 | |
| bfFlange width | 3.94 | |
| twWeb thickness | 0.17 | |
| tfFlange thickness | 0.205 | |
| AArea | 2.96 | |
| Major axis | ||
| IxSecond moment of area | 30.8 | |
| SxElastic modulus | 7.81 | |
| ZxPlastic modulus | 8.87 | |
| rxRadius of gyration | 3.22 | |
| ytopCentroid to top | 3.945 | |
| ybotCentroid to bottom | 3.945 | |
| Minor axis | ||
| IySecond moment of area | 2.09 | |
| SyElastic modulus | 1.06 | |
| ZyPlastic modulus | 1.66 | |
| ryRadius of gyration | 0.841 | |
| Torsion and warping | ||
| JTorsion constant | 0.0426 | |
| CwWarping constant | 30.9 | |
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 | Non-compact, bf/2tf 9.6 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 148 | |
| MyYield moment, Sx·Fy | 32.54 | |
| MpPlastic moment, Zx·Fy | 36.96 | |