PROFIS ENGINEERING REPORT SHEAR LOAD
Concrete Breakout Failure Mode
Equation V cb
( continued )
Equation ACI 318-14 Chapter 17 Provision Comments for PROFIS Engineering
V cb
=
A vc ψed , V ψ c , y ψ h , V
V b
A vc0
Check ( V ua / V cb , x
) versus ( V ua / V cb , y
) and take the highest utilization (%). calculate V cb , x
calculate V cb , y
159 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-14 Provisions