PROFIS Design Guide: US-EN Summer 2021 | Page 281

PART 4 SHEAR LOAD

Pryout Failure Mode ( Concrete Breakout )

Calculations ψ _{ec2 , N}

( continued )

Calculations 318-14 Chapter 17 Provision Comments for PROFIS Engineering

ψ _{ec2 , N}

Reference the Equations section of the PROFIS Engineering report for more information on :

ψ _{ec , N}

: Modification factor for shear eccentricity

Reference the Variables section of the PROFIS Engineering report for more information on the following parameters :

e _{c1 , N}

: Parameter for shear eccentricity with respect to the x direction

e _{c2 , N}

: Parameter for shear eccentricity with respect to the y direction

h _ef

: Parameter for anchor effective embedment depth .

Reference the Calculations section of the PROFIS Engineering report for more information on :

ψ _{ec1 , N}

: Modification factor for shear eccentricity with respect to the x direction

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