TablesC-4 Structural design for fire conditions
Composite Steel-Concrete Columns
PDF page 692 · AISC 360-22
| Equation | Reference |
|---|---|
| A-4-23 A-4-24 | Designing Fire Protection for Steel Columns, p. 5 (AISI, 1980) |
| A-4-25 | Designing Fire Protection for Steel Columns, p. 11 (AISI, 1980) |
| A-4-26 A-4-27 | Designing Fire Protection for Steel Columns, p. 17 (AISI, 1980) |
| A-4-28 | Designing Fire Protection for Steel Columns, p. 18 (AISI, 1980) |
| A-4-29 | “Fire Endurance of Concrete-Protected Steel Columns,” p. 30 (Lie and Harmathy, 1974) |
| A-4-30 | “Calculation of the Fire Resistance of Steel Hollow Structural Section Columns Filled With Plain Concrete,” p. 384 (Lie and Stringer, 1994) “Fire Performance of Concrete-Filled Hollow Steel Columns,” p. 93 (Kodur and Lie, 1995) |
| A-4-31 | “Fire Test of Loaded Restrained Beams Protected by Cementitious Mixture,” p. T1-11 (UL, 1984) |