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Which consequence results when a prestressed concrete beam experiences aggregate degradation?

A)Reduced ultimate load-bearing capacity
B)Increased resistance to shear forces
C)Enhanced ductility under high stress
D)Improved thermal insulation properties

💡 Explanation

Reduced load-bearing capacity occurs because **alkali-aggregate reaction** causes expansion and cracking within the concrete matrix, weakening bond to steel rather than improving material properties; therefore, the beam fails prematurely, rather than exhibiting enhanced ductility or insulation.

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