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Which outcome occurs when seismic loading exceeds rebar capacity?

A)Buckling failure, concrete spalling, collapse
B)Ductile bending prevents complete failure
C)Increased compressive strength is achieved
D)Elastic deformation, structure remains usable

💡 Explanation

Seismic loading exceeding rebar tensile strength initiates sectional yield, because of insufficient rebar. The mechanism of subsequent **compressive failure** causes concrete to spall and the structure to fully collapse; therefore buckling occurs, rather than elastic deformation.

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