Flexural and Shear Behavior of FRP Strengthened AASHTO Type Concrete Bridge Girders

Table 2

Original and transformed girder sections.

	Original	Transformed
Area, mm^2	709031	709031
Gross moment of inertia, m^4	0.1085	0.1094
Distance to centroid from top, mm	628	627
Height, mm	1300	1300