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This document summarizes the design of short reinforced concrete columns. Short columns are subjected primarily to flexure, axial force, and shear, and secondary stresses are usually small. Their capacity depends only on the cross-sectional properties and is represented using interaction diagrams relating moment and axial load capacities. Slender columns may develop significant secondary stresses and have lower capacities than short columns of the same cross-section due to effects like P-delta buckling. The

Author

MD. NASIF HOSSAIN IMON

Language

EN