PROFIS Design Guide: US-EN Summer 2021 | Page 189

PROFIS ENGINEERING REPORT SHEAR LOAD

Concrete Breakout Failure Mode

Calculations A _Vc

( continued )

Calculations 318-14 Chapter 17 Provision Comments for PROFIS Engineering

A _Vc

Reference Fig . R17.5.2.1b — Case 2 .

Reference Fig . R17.5.2.1b — Case 3 .

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 Equations section of the PROFIS Engineering report for more information on A _Vc

.

189 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-14 Provisions