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Which outcome occurs when grout volume is insufficient during post-tensioned concrete stressing?

A)Increased unbounded tendon corrosion risk
B)Reduced concrete compressive strength
C)Elevated beam neutral axis position
D)Decreased short-term creep deflection

💡 Explanation

Insufficient grout exposes the prestressing steel to corrosive agents if complete encapsulation isn't achieved. Corrosion accelerates because the electrochemical potential difference can develop on the steel’s surface regions; therefore, the risk rises rather than strength increasing, which proper grouting assures.

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