PROFIS ENGINEERING REPORT SHEAR LOAD
Concrete Breakout Failure Mode
Calculations ψ ed , V
( continued )
Calculations 318-14 Chapter 17 Provision Comments for PROFIS Engineering
ψ ed , V
Per Section 17.5.2.1 ( c ), if shear force acts parallel to a fixed edge , ψ ed , V is taken equal to 1.0 . For the application illustrated below , shear load ( V ua ) acts parallel to the y- edge . the value for c a2 would be used to calculate A Vc
, but ψ ed , V taken equal to 1.0 .
Reference the Variables section of the PROFIS Engineering report for more information on the following parameters :
c a1
: Fixed edge distance in the direction of the applied shear load
c a2
: Fixed edge distance perpendicular to the direction of the applied shear load h a
: Concrete thickness
Reference the Calculations section of the PROFIS Engineering report for more information on ψ ed , V
.
193 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-14 Provisions