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Table 1 Geometry of the bridges used in the parametric study (unit: m).

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

Set

L (m)

N B

N L

W r

W Total

d′

d″

d w

L c

1

(30.5, 45.75, 61, 76.25, 91.50)

2, 3

1, 2

9.10

13.00

0.20

0.15

0.10

0.61

2

2, 3, 4

1, 2, 3

14.0

16.70

0.20

0.15

0.10

1.20

3

3, 4, 5, 6

2, 3, 4

17.1

24.00

0.20

0.15

0.10

1.45