FormulasFormulas: LimitationsPDF page 195 · AISC 360-22Equation J2-1 β=1.2−0.002(l/w)≤1.0\beta=1.2-0.002(l / w) \leq 1.0β=1.2−0.002(l/w)≤1.0 where l= actual length of end-loaded weld, in. (mm) w= size of weld leg, in. (mm) \begin{aligned} l & =\text { actual length of end-loaded weld, in. (mm) } \\ w & =\text { size of weld leg, in. (mm) }\end{aligned}lw= actual length of end-loaded weld, in. (mm) = size of weld leg, in. (mm) Found in WELDS AND WELDED JOINTS Formulas: Strength of Steel Headed Stud Anchors for Interaction of Shear and Tension in Composite ComponentsPrevious PageFormulas: StrengthNext Page