PROFIS Design Guide: US-EN Summer 2021 | Page 161

PROFIS ENGINEERING REPORT SHEAR LOAD

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