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← TechnologyWhich mode increasingly threatens long, unsupported concrete columns under constant compression?
A)Euler buckling initiates column collapse✓
B)Shear failure at column base
C)Torsional stresses cause lateral displacement
D)Progressive plastic hinge formation occurs
💡 Explanation
Euler buckling causes collapse because exceeding critical load induces lateral instability arising from geometric imperfections; therefore sudden bending occurs rather than plastic deformation, given the column's slenderness ratio exceeding limits without adequate lateral bracing against instability.
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