Research Article
[Retracted] Calibration of the Live Load Factor for Highway Bridges with Different Requirements of Loading
Table 5
Ratios for equation (
11) and the 15 sites.
| Site | Moment | Left shear | Right shear | 0% | 10% | 20% | 0% | 10% | 20% | 0% | 10% | 20% |
| 2 | 0.43 | 0.44 | 0.47 | 0.42 | 0.43 | 0.39 | 0.43 | 0.42 | 0.37 | 20 | 0.49 | 0.48 | 0.44 | 0.49 | 0.45 | 0.43 | 0.48 | 0.45 | 0.41 | 22 | 0.57 | 0.56 | 0.54 | 0.58 | 0.54 | 0.53 | 0.53 | 0.49 | 0.46 | 25 | 0.41 | 0.41 | 0.41 | 0.40 | 0.40 | 0.40 | 0.42 | 0.42 | 0.42 | 60 | 0.42 | 0.43 | 0.43 | 0.44 | 0.42 | 0.41 | 0.45 | 0.45 | 0.43 | 70 | 0.55 | 0.53 | 0.59 | 0.57 | 0.54 | 0.61 | 0.55 | 0.53 | 0.58 | 88 | 0.59 | 0.55 | 0.43 | 0.50 | 0.58 | 0.45 | 0.60 | 0.59 | 0.40 | 89 | 0.47 | 0.51 | 0.58 | 0.45 | 0.50 | 0.58 | 0.50 | 0.50 | 0.59 | 90 | 0.54 | 0.52 | 0.61 | 0.55 | 0.55 | 0.64 | 0.56 | 0.52 | 0.60 | 95 | 0.53 | 0.55 | 0.60 | 0.53 | 0.55 | 0.64 | 0.53 | 0.54 | 0.59 | 96 | 0.51 | 0.53 | 0.52 | 0.50 | 0.52 | 0.52 | 0.5 | 0.51 | 0.49 | 111 | 0.53 | 0.57 | 0.63 | 0.55 | 0.60 | 0.69 | 0.55 | 0.59 | 0.64 | 112 | 0.53 | 0.60 | 0.60 | 0.51 | 0.60 | 0.62 | 0.54 | 0.61 | 0.59 | 115 | 0.48 | 0.48 | 0.49 | 0.49 | 0.46 | 0.48 | 0.49 | 0.51 | 0.52 | 816 | 0.55 | 0.56 | 0.57 | 0.58 | 0.56 | 0.56 | 0.55 | 0.54 | 0.56 | Average | 0.51 | 0.51 | 0.53 | 0.50 | 0.51 | 0.53 | 0.51 | 0.51 | 0.51 | Final value | 0.51 |
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