Loading…
| Dimensions | ||
|---|---|---|
| WWeight | 135 | |
| dDepth | 17.5 | |
| bfFlange width | 17.8 | |
| twWeb thickness | 0.75 | |
| tfFlange thickness | 0.75 | |
| AArea | 39.9 | |
| Major axis | ||
| IxSecond moment of area | 2,200 | |
| SxElastic modulus | 251 | |
| ZxPlastic modulus | 281 | |
| rxRadius of gyration | 7.43 | |
| ytopCentroid to top | 8.75 | |
| ybotCentroid to bottom | 8.75 | |
| Minor axis | ||
| IySecond moment of area | 706 | |
| SyElastic modulus | 79.3 | |
| ZyPlastic modulus | 122 | |
| ryRadius of gyration | 4.21 | |
| Torsion and warping | ||
| JTorsion constant | 9.12 | |
| CwWarping constant | 49,500 | |
ASTM A572
| Steel type | High-Strength Low-Alloy | |
|---|---|---|
| tThickness band | rolled shapes, all sizes | |
| 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 11.8 (λp 9.1, λr 24.1) | |
| Capacity (nominal, no resistance or safety factors) | ||
| PyAxial yield, A·Fy | 1,995 | |
| MyYield moment, Sx·Fy | 1,046 | |
| MpPlastic moment, Zx·Fy | 1,171 | |