What you see here is a classic example of poor column detailing & construction practices ❌.
This failure occurred due to:
đ´ Insufficient transverse reinforcement (stirrups) – no confinement to hold the core concrete.
đ´ Corroded rebars – lack of proper cover & durability measures.
đ´ Weak concrete quality – segregation, honeycombing & poor compaction.
đ´ Improper load transfer – column unable to withstand applied forces.
đ️
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hi
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