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The flexural strenghts of the columns shall satisfy ACI Eq.(18.7.3.2),

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Mathinline
hostConfluence:2933017122
body--uriencoded--$$ \normalsize \sum M_%7Bnc%7D \geq \sum (6/5) \sum M_%7Bnb%7D \; \; \; \; \; \; \; \; \; \; \; \; \; \; \; \; \; \; \; \; \; \; (18.7.3.2) $$

ΣMnc is sum of nomianl flexural strengths of colums framing into the joint. Column flexural strength is calculated for the factored axial load, Pu, consistent with the direction of the lateral forces considered, resulting in lowest flexural strength.

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