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Table 3 Average, standard deviation and variance of the ratios for the DF equations.

From: Development of Live Load Distribution Factor Equation for Concrete Multicell Box-Girder Bridges under Vehicle Loading

Distribution factor (DF)

AVG

STD

Variance

Positive (tensile) stress distribution factor, Eq. (14)

1.0530

0.0640

0.00410

Negative stress distribution factor, Eq. (16)

1.0220

0.0610

0.00380

Deflection distribution factor, Eq. (18)

1.0030

0.0710

0.00500