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Mathinline
body--uriencoded--$$ \normalsize K= \sqrt %7B \dfrac %7B G_A(1.6G_B+4.0)+(4G_B+7.5) %7D%7BG_A+G_B+7.5%7D %7D$$

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Design of Steel Columns for Combined ForcesMembers for Flexure per AISC 360-16 §F