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| Dimensions | ||
|---|---|---|
| WWeight | 8.5 | |
| dDepth | 8 | |
| bfFlange width | 1.87 | |
| twWeb thickness | 0.179 | |
| tfFlange thickness | 0.311 | |
| AArea | 2.5 | |
| Major axis | ||
| IxSecond moment of area | 23.3 | |
| SxElastic modulus | 5.82 | |
| ZxPlastic modulus | 6.95 | |
| rxRadius of gyration | 3.05 | |
| ytopCentroid to top | 4 | |
| ybotCentroid to bottom | 4 | |
| Minor axis | ||
| IySecond moment of area | 0.624 | |
| SyElastic modulus | 0.431 | |
| ZyPlastic modulus | 0.875 | |
| ryRadius of gyration | 0.5 | |
| Torsion and warping | ||
| JTorsion constant | 0.0587 | |
| CwWarping constant | 8.21 | |
ASTM A36
| Steel type | Carbon | |
|---|---|---|
| tThickness band | t up to 203 mm (8 in) | |
| FyYield strength, minimum | 36 | |
| FuTensile strength, minimum | 58 | |
| 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/tf 6.0 (λp 10.7, λr 28.3) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 90 | |
| MyYield moment, Sx·Fy | 17.46 | |
| MpPlastic moment, Zx·Fy | 20.85 | |