Seismic Design Criteria Version 2
5.6.1.1; 3.4.2: Deleted Figure for “Effective Stiffness of Cracked Reinforced Sections” and replaced it with equations for the relevant range of axial load ratios : 5.6.1.2: 3.4.3; Changed “Effective Moment of Inertia for Box Girder Superstructures” to “Effective Moment of Inertia for Superstructures and Cap Beams”
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