FormulasFormulas: Web Local YieldingPDF page 219 · AISC 360-22Equation J10-2 Rn=Fywtw(5k+lb)R_{n}=F_{y w} t_{w}\left(5 k+l_{b}\right)Rn=Fywtw(5k+lb) Formula 2 Rn=Fywtw(2.5k+lb)R_{n}=F_{y w} t_{w}\left(2.5 k+l_{b}\right)Rn=Fywtw(2.5k+lb) where Fyw= specified minimum yield stress of the web material, ksi (MPa) k= distance from outer face of the flange to the web toe of the fillet, in. (mm) lb= length of bearing, in. (mm) tw= thickness of web, in. (mm) \begin{aligned} F_{y w} & =\text { specified minimum yield stress of the web material, ksi (MPa) } \\ k & =\text { distance from outer face of the flange to the web toe of the fillet, in. (mm) } \\ l_{b} & =\text { length of bearing, in. (mm) } \\ t_{w} & =\text { thickness of web, in. (mm) }\end{aligned}Fywklbtw= specified minimum yield stress of the web material, ksi (MPa) = distance from outer face of the flange to the web toe of the fillet, in. (mm) = length of bearing, in. (mm) = thickness of web, in. (mm) Found in FLANGES AND WEBS WITH CONCENTRATED FORCES Formulas: Flange Local BendingPrevious PageFormulas: Web Local CripplingNext Page