Fatigue Performance of Steel-Concrete Composite Continuous Box Girder Bridge Deck

Table 8

Distribution ranges of lanes and wheels under various working conditions.

	Distance from bridge centerline (m)
	Working condition 1	Working condition 2	Working condition 3
Lane 1	0.5∼4.25	1.5∼5.25	−0.5∼3.25
Lane 1, left wheel	0.725∼2.225	1.725∼3.225	−0.275∼1.225
Lane 1, right wheel	2.525∼4.025	3.525∼5.025	1.525∼3.025
Lane 2	4.25∼8.0	5.25∼9.0	3.25∼7.0
Lane 2, left wheel	4.475∼5.975	5.475∼6.975	3.475∼4.975
Lane 2, right wheel	6.275∼7.775	7.275∼8.775	5.275∼6.775