Tables4 structural design for fire conditions
Composite or Noncomposite Steel I-Shaped Beams and Girders
PDF page 331 · AISC 360-22
| h₂ = h₁[(W₁/D₁)+0.60] [(W₂/D₂)+0.60] | (A-4-32) |
| h₂ = h₁[(W₁/D₁)+0.036] [(W₂/D₂)+0.036] | (A-4-32M) |
PDF page 331 · AISC 360-22
| h₂ = h₁[(W₁/D₁)+0.60] [(W₂/D₂)+0.60] | (A-4-32) |
| h₂ = h₁[(W₁/D₁)+0.036] [(W₂/D₂)+0.036] | (A-4-32M) |