FormulasFormulas: Panel BracingPDF page 340 · AISC 360-22Formula 1 Vbr=0.0005PrV_{b r}=0.0005 P_{r}Vbr=0.0005Pr Equation A-6-2a βbr=1ϕ(2PrLbr) (LRFD) \beta_{b r}=\frac{1}{\phi}\left(\frac{2 P_{r}}{L_{b r}}\right) \quad \text { (LRFD) }βbr=ϕ1(Lbr2Pr) (LRFD) Equation A-6-2b βbr=Ω(2PrLbr) (ASD) \beta_{b r}=\Omega\left(\frac{2 P_{r}}{L_{b r}}\right) \quad \text { (ASD) }βbr=Ω(Lbr2Pr) (ASD) Found in COLUMN BRACING Formulas: Composite Plate Shear WallsPrevious PageFormulas: Point BracingNext Page