Table 2 Comparisons of critical temperatures
From: Large deflection response of restrained steel beams under fire and explosion loads
\(\eta = 0.5\) | \(T_{cr}^{1}\) (°C) | \(T_{cr}^{2}\) (°C) | ||
|---|---|---|---|---|
\(\eta_{e} = 1\) | \(\eta_{e} = 1\) | \(\eta_{e} = 2\) | \(\eta_{e} = 3\) | |
Scenario (c) | 514 | 782 | 735 | 460 |
Scenario (d) | 498 | 664 | 574 | 504 |