2.0 SHEAR
2.1 Concrete Breakout Failure Mode
Equations V b
( continued )
Equations ACI 318-19 Chapter 17 Provision Comments for PROFIS Engineering
V b
= 8 l e
0.2 d a d a λ a ƒ ́c c a1
1.5 l e
= MIN { h ef
; 8d a }
cast-in headed stud
176 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-19 Provisions