FormulasFormulas: Lateral-Torsional BucklingPDF page 140 · AISC 360-22Equation F12-3 Fn=Fcr≤FyF_{n}=F_{c r} \leq F_{y}Fn=Fcr≤Fy where Fcr= lateral-torsional buckling stress for the section as determined by analysis, ksi (MPa) \begin{aligned} F_{c r} & =\text { lateral-torsional buckling stress for the section as determined by analysis, } \\ & \text { ksi (MPa) }\end{aligned}Fcr= lateral-torsional buckling stress for the section as determined by analysis, ksi (MPa) Found in UNSYMMETRICAL SHAPES Formulas: YieldingPrevious PageFormulas: Strength Reductions for Members with Bolt Holes in the Tension FlangeNext Page