PROFIS ENGINEERING REPORT SHEAR LOAD
Concrete Breakout Failure Mode
Equation A Vc
( continued )
Equation ACI 318-14 Chapter 17 Provision Comments for PROFIS Engineering
A Vc
A Vc
= ( c a2 + s x
+ 1.5c a1 ) ( h a
) where : c min ≤ c a2
≤ 1.5c a1 s min
≤ s x ≤ 3.0c a1 h a , min
≤ h a
Reference the Variables section of the PROFIS Engineering report for more information on c a1
, c a2 and h a
.
Reference the Calculations section of the PROFIS Engineering report for more information on A Vc
.
164 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-14 Provisions