A Study on the Impact Coefficient of Traffic Flows on a Large Cable-Stayed Bridge in a Windy Environment

Table 2

Typical style for vehicle loads.

Truck type	Axis weight (kN)	Axis intervals (m)	Schematic diagram
2	40	5.5
	100
3	50	3; 5
	70
	130
4	45	3; 6.5; 1.4
	100
	110
	110
5	45	3.5; 5; 4; 1.4
	130
	100
	100
	100
6	45	2; 2.5; 7; 1.4; 1.4
	75
	130
	100
	100
	100