Required Brace Connection Compressive Strength

$1.1 \cdot F_{cre} \cdot A_{g} / α_{s} for OCBF (341 - 16)$

$1.14 \cdot F_{cre} \cdot A_{g} / α_{s} for SCBF (341 - 16 & 341 - 22)$

$F_{ne} \cdot A_{g} / α_{s} for OCBF (341 - 22)$

F_cre	Critical buckling stress from section E of AISC 360-16 using expected yield stress, R_yF_y
A_g	Gross area of brace
α_s	LRFD-ASD force level adjustment factor = 1.0 for LRFD and 1.5 for ASD
F_ne	Nominal stress from section E of AISC 360-22 using expected yield stress, R_yF_y

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