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Which outcome occurs when differential settlement strains the tied columns of a concrete parking garage?

A)Increased shear cracking in spandrels
B)Reduced axial load capacity overall
C)Enhanced corrosion resistance observed
D)Improved damping of seismic vibrations

💡 Explanation

Increased shear cracking in spandrels bridges the vertical support columns because differential settlement introduces moments and shears exceeding design, therefore cracking is magnified around joints, rather than improved damping.

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