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← HistoryWhich risk increased during collapses of medieval rope bridges when timber footings saturated?
A)Increased shear fastener corrosion
B)Reduced frictional grip on cables✓
C)Elevated deck vibration harmonics
D)Decreasing tensile strength components
💡 Explanation
Decreased friction increased collapse risk because water ingress reduced the static frictional coefficient between the organic rope strands and the wood; therefore, slippage resulted from applied load rather than maintained static friction, because dry hemp afforded sufficient frictional lock.
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