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This document evaluates slenderness effects for a reinforced concrete column in a non-sway frame using the moment magnification method per ACI 318-19. It is determined that while slenderness effects can be neglected for the column, the moment magnification calculation will still be shown. The critical load (Pc) and magnified moment (Mc) are calculated. Results are also compared to those from a column design software program.

Author

Thadarth Na

Language

EN