Research Article
Flexural and Shear Behavior of FRP Strengthened AASHTO Type Concrete Bridge Girders
Table 2
Original and transformed girder sections.
| ā | Original | Transformed |
| Area, mm2 | 709031 | 709031 | Gross moment of inertia, m4 | 0.1085 | 0.1094 | Distance to centroid from top, mm | 628 | 627 | Height, mm | 1300 | 1300 |
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