Table 6 Summary of results—incrementally increase of truck load and a decrease of temperature of 29.4 °C.
From: Investigation of Likelihood of Cracking in Reinforced Concrete Bridge Decks
Loading case | Stress (MPa) | Moment (kN-cm) | Deflection (mm) | Remarks |
|---|---|---|---|---|
TE + 0.5TR | 13.6 | 138.3 | 22.1↑ |  |
TE + 0.75TR | 14.0 | 142.1 | 23.1↑ |  |
TE + TR | 14.3 | 145.9 | 24.1↑ |  |
TE + 1.25TR | 14.7 | 149.8 | 25.4↑ |  |