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Which structural problem emerges when a cantilever bridge experiences excessive asymmetrical loading?

A)Shear buckling of compression chords
B)Torsional instability about the center
C)Fatigue cracking in suspension cables
D)Resonance amplification from wind gusts

💡 Explanation

When asymmetrical loading occurs on a cantilever bridge, torsional instability develops because the unbalanced forces create a twisting moment around the bridge's longitudinal axis. Therefore, torsional instability is the primary risk, rather than shear buckling, fatigue cracking, or resonance, which stem from different loading conditions.

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