AISCAISC 360-22
Formulas

Formulas: Strength of Steel Headed Stud Anchors for Interaction of Shear and Tension in Composite Components

PDF page 186 · AISC 360-22

Equation I8-5

(QrtQct)5/3+(QrvQcv)5/3≤1.0\left(\frac{Q_{r t}}{Q_{c t}}\right)^{5 / 3}+\left(\frac{Q_{r v}}{Q_{c v}}\right)^{5 / 3} \leq 1.0

where

  • Qct= available tensile strength, determined in accordance with Section I8.3b,  kips (N) \begin{aligned} Q_{c t} & =\text { available tensile strength, determined in accordance with Section I8.3b, } \\ & \text { kips (N) }\end{aligned}
  • Qcv= available shear strength, determined in accordance with Section 18.3a, kips (N) \begin{aligned} Q_{c v} & =\text { available shear strength, determined in accordance with Section } 18.3 \mathrm{a}, \\ & \text { kips (N) }\end{aligned}
  • Qrt=Q_{r t}= required tensile strength, kips (N)
  • Qrv=Q_{r v}= required shear strength, kips (N)

Found in

Formulas: Tensile Strength of Steel Headed Stud Anchors in Composite Components

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