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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