Table 5 Summary of results.
From: Investigation of Likelihood of Cracking in Reinforced Concrete Bridge Decks
Loading case | Moment (kN-cm) | Deflection (mm) | Remarks |
|---|---|---|---|
Shrinkage (SH) | 164.2 | 18.3↑ | Cracked |
Temp. (TE-increase)a | 10.8 | 18.5↓ | No cracks |
Temp. (TE-decrease)a | 130.6 | 15.2↑ | Cracked |
Truck (TR)b | 15.6 | 8.4↑ | No cracks |
SH + TR | 179.6 | 22.9↑ | Cracked |
(TE-increase) + TR | 10.3 | 15.5↓ | No cracks |
(TE-decrease) + TR | 145.9 | 24.1↑ | Cracked |
SHR + TR + (TE-increase) | 51.8 | 7.6↑ | Cracked |
SHR + TR + (TE-decrease) | 310.1 | 42.7↑ | Cracked |