Loading…
| Dimensions | ||
|---|---|---|
| WMass | 37.8 | |
| dDepth | 254 | |
| bfFlange width | 118 | |
| twWeb thickness | 7.9 | |
| tfFlange thickness | 12.5 | |
| AArea | 4,810 | |
| Major axis | ||
| IxSecond moment of area | 51.2 | |
| SxElastic modulus | 403 | |
| ZxPlastic modulus | 464 | |
| rxRadius of gyration | 103 | |
| ytopCentroid to top | 127 | |
| ybotCentroid to bottom | 127 | |
| Minor axis | ||
| IySecond moment of area | 2.8 | |
| SyElastic modulus | 47.4 | |
| ZyPlastic modulus | 81.8 | |
| ryRadius of gyration | 24.1 | |
| Torsion and warping | ||
| JTorsion constant | 251 | |
| CwWarping constant | 40.8 | |
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/2tf 4.7 (λp 10.7, λr 28.3) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 1,203 | |
| MyYield moment, Sx·Fy | 100.8 | |
| MpPlastic moment, Zx·Fy | 116 | |