FormulasFormulas: Effective Width for Connections to Rectangular HSSPDF page 227 · AISC 360-22Formula 1 Be=(10B/t)(FytFybtb)Bb≤BbB_{e}=\left(\frac{10}{B / t}\right)\left(\frac{F_{y} t}{F_{y b} t_{b}}\right) B_{b} \leq B_{b}Be=(B/t10)(FybtbFyt)Bb≤Bb Formula 2 Bep=(10B/t)Bb≤BbB_{e p}=\left(\frac{10}{B / t}\right) B_{b} \leq B_{b}Bep=(B/t10)Bb≤Bb Found in GENERAL PROVISIONS AND PARAMETERS FOR HSS CONNECTIONS Formulas: Web Panel-Zone ShearPrevious PageFormulas: Chord-Stress Interaction ParameterNext Page