TablesC-E design of members for compression
Flexural buckling of members without slender elements
PDF page 425 · AISC 360-22
| Fy, ksi (MPa) | Limiting Lc/r | Fe, ksi (MPa) |
|---|---|---|
| 36 (250) | 134 | 16.0 (110) |
| 50 (345) | 113 | 22.2 (150) |
| 65 (450) | 99.5 | 28.9 (200) |
| 70 (485) | 95.9 | 31.1 (210) |