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The document discusses short columns and their design. It defines short columns as columns with a low risk of buckling due to slenderness. It describes three types of columns: rectangular/square columns with longitudinal bars and ties; circular columns with longitudinal bars and spiral reinforcement or ties; and composite columns with steel shapes encased in concrete. It provides equations for calculating the nominal axial load capacity of columns and discusses requirements for lateral reinforcement like ti

Author

محمد بركات

Language

EN