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Which increased risk resulted from concentrated load distribution in medieval curtain wall design?

A)Buckling resistance decreases non-linearly
B)Shear failures decreased significantly overall
C)Foundation settling probability increased faster
D)Material costs increase approximately linearly

💡 Explanation

Foundation settling probability because concentrated load stresses under gateways or towers induce differential compaction, utilizing soil compaction mechanism. Therefore, settlement risk rises rather than uniform hydrostatic stress common in dispersed wall designs.

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