Which risk increases when load eccentricity exceeds the core distance in a concrete support column?

💡 Explanation

When the load eccentricity exceeds the core distance (kernel) of a concrete column, tensile stresses develop because the entire cross-section cannot remain in compression, leading to cracking. Therefore tensile cracking is incentivized, rather than shear failure, increased buckling strength, or a reduced carbonation rate, resulting from completely distinct structural conditions.

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