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