Experimental Behavior of the Curved Continuous Twin I-Girder Composite Bridge with a Precast Concrete Slab Subjected to Bending, Shear, and Torsion

Table 1

The detail dimensions of all steel plates (unit: mm).

Component	Section position	Steel plates’ dimensions
		Web	Top flange		Bottom flange
		Thickness	Width	Thickness	Width	Thickness
Main girder	A	6	150	6	150	8
	B	6	160	8	160	8
	C	6	160	10	192	12
	D	6	140	6	145	12
Crossbeam	End crossbeam	6	120	6	120	6
	Internal crossbeam	6	120	6	120	6
	Crossbeam in span	6	60	6	60	6