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| Dimensions | ||
|---|---|---|
| WMass | 15.6 | |
| dDepth | 152 | |
| bfFlange width | 51.6 | |
| twWeb thickness | 7.98 | |
| tfFlange thickness | 8.71 | |
| AArea | 1,980 | |
| Major axis | ||
| IxSecond moment of area | 6.29 | |
| SxElastic modulus | 82.6 | |
| ZxPlastic modulus | 101 | |
| rxRadius of gyration | 56.4 | |
| ytopCentroid to top | 76 | |
| ybotCentroid to bottom | 76 | |
| Minor axis | ||
| IySecond moment of area | 0.358 | |
| SyElastic modulus | 9.19 | |
| ZyPlastic modulus | 18.7 | |
| ryRadius of gyration | 13.4 | |
| Torsion and warping | ||
| JTorsion constant | 53.3 | |
| CwWarping constant | 1.59 | |
ASTM A36
| Steel type | Carbon | |
|---|---|---|
| tThickness band | t up to 203 mm (8 in) | |
| FyYield strength, minimum | 250 | |
| FuTensile strength, minimum | 400 | |
| 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/tf 5.9 (λp 10.7, λr 28.3) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 495 | |
| MyYield moment, Sx·Fy | 20.65 | |
| MpPlastic moment, Zx·Fy | 25.25 | |