From: Large deflection response of restrained steel beams under fire and explosion loads
T (°C) | 20 | 100 | 200 | 300 | 400 | 500 | 600 | 700 | 800 | 900 | 1000 | 1100 |
---|---|---|---|---|---|---|---|---|---|---|---|---|
\(E_{T} /E\) | 1.0 | 1.0 | 0.9 | 0.8 | 0.7 | 0.6 | 0.31 | 0.13 | 0.09 | 0.0675 | 0.045 | 0.0225 |
\(\sigma_{s}^{T} /\sigma_{s}\) | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 0.78 | 0.47 | 0.23 | 0.11 | 0.06 | 0.04 | 0.02 |