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This document evaluates different approximate design procedures for biaxially loaded reinforced concrete columns recommended by building codes. It compares the American Concrete Institute (ACI) approach, British Standard (BS) approach, and Ethiopian Building Code Standard (EBCS) approach to the rigorous solution. The ACI approach involves determining an additional point on the actual interaction diagram where the moment components are equal, and approximates the exponent in the interaction equation as a log

Author

ERFT

Language

EN