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
1.20
3
3, 4, 5, 6
17.1
24.00
1.45