FormulasFormulas: Leg Local BucklingPDF page 138 · AISC 360-22Equation F10-6 Mn=FySc2.43−1.72(bt)FyE)M_{n}=F_{y} S_{c}\left.2.43-1.72\left(\frac{b}{t}\right) \sqrt{\frac{F_{y}}{E}}\right)Mn=FySc2.43−1.72(tb)EFy) Equation F10-7 Mn=FcrScM_{n}=F_{c r} S_{c}Mn=FcrSc Equation F10-8 Fcr=0.71E(bt)2F_{c r}=\frac{0.71 E}{\left(\frac{b}{t}\right)^{2}}Fcr=(tb)20.71E Found in SINGLE ANGLES Formulas: Lateral-Torsional BucklingPrevious PageFormulas: YieldingNext Page