Formulas: Shear Connection

Equation I6-4

where

$\Sigma Q_{c v}=$ sum of available shear strengths, $\phi_{v} Q_{n v}$ (LRFD) or $Q_{n v} / \Omega_{v}$ (ASD), as applicable, of steel headed stud or steel channel anchors, determined in accordance with Section I8.3a or Section I8.3d, respectively, placed within the load introduction length as defined in Section I6.4, kips (N)

Found in

• LOAD TRANSFER