Loading…
| Dimensions | ||
|---|---|---|
| WMass | 27.4 | |
| dDepth | 203 | |
| bfFlange width | 102 | |
| twWeb thickness | 6.88 | |
| tfFlange thickness | 10.8 | |
| AArea | 3,480 | |
| Major axis | ||
| IxSecond moment of area | 23.9 | |
| SxElastic modulus | 236 | |
| ZxPlastic modulus | 270 | |
| rxRadius of gyration | 82.8 | |
| ytopCentroid to top | 101.5 | |
| ybotCentroid to bottom | 101.5 | |
| Minor axis | ||
| IySecond moment of area | 1.54 | |
| SyElastic modulus | 30.2 | |
| ZyPlastic modulus | 52.1 | |
| ryRadius of gyration | 21 | |
| Torsion and warping | ||
| JTorsion constant | 139 | |
| CwWarping constant | 14.2 | |
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 | 870 | |
| MyYield moment, Sx·Fy | 59 | |
| MpPlastic moment, Zx·Fy | 67.5 | |