FormulasFormulas: single angles and teesPDF page 148 · AISC 360-22Equation G3-1 Vn=0.6FybtCv2V_{n}=0.6 F_{y} b t C_{v 2}Vn=0.6FybtCv2 where Cv2= web shear buckling strength coefficient, as defined in Section G2.2 with h/tw=b/t and kv=1.2\begin{aligned} C_{v 2} & =\text { web shear buckling strength coefficient, as defined in Section G2.2 with } \\ h / t_{w} & =b / t \text { and } k_{v}=1.2\end{aligned}Cv2h/tw= web shear buckling strength coefficient, as defined in Section G2.2 with =b/t and kv=1.2 bb \quadb = width of the leg resisting the shear force or depth of the tee stem, in. (mm) tt \quadt = thickness of angle leg or tee stem, in. (mm) Found in SINGLE ANGLES AND TEES Formulas: Transverse StiffenersPrevious PageFormulas: rectangular HSS, box sections, and other singly and doubly symmetric membersNext Page