2.0 SHEAR
2.2 Pryout Failure Mode
Results ϕV cp
Results ACI 318-19 Chapter 17 Provision Comments for PROFIS Engineering
ϕV cp
17.5 . 2 For each applicable factored load combination , design strength of anchors shall satisfy the criteria in Table 17.5.2 .
ACI 318-19 strength design provisions for shear check a calculated design strength ( ϕV N
) against a factored shear load ( V ua ).
Table 17.3.5.2 Failure Mode Concrete Pryout Strength in Shear
Single Anchor
ϕV cp
≥ V ua
Reference the Equations section of the PROFIS Engineering report for more information on the following parameters :
V cp
: nominal concrete pryout strength in shear
ϕV cp
: design concrete pryout strength in shear ϕV cp
≥ V ua
: design check for pryout
Reference the Results section of the PROFIS Engineering report for more information on the following parameters :
V cp
: nominal concrete pryout strength in shear
ϕ concrete
: strength reduction factor for concrete failure
ϕ seismic
: strength reduction factor for seismic shear
V ua
: factored load acting on anchors in shear
A summary of calculated shear design strength versus the factored shear load for each shear failure mode relevant to the application is given in Part 4 Shear Load of the PROFIS Engineering report .
Results ϕV cpg
Results ACI 318-19 Chapter 17 Provision Comments for PROFIS Engineering
ϕV cpg
17.5 . 2 For each applicable factored load combination , design strength of anchors shall satisfy the criteria in Table 17.5.2 .
ACI 318-19 strength design provisions for shear check a calculated design strength ( ϕV N
) against a factored shear load ( V ua ).
Table 17.3.5.2 Failure Mode Concrete Pryout Strength in Shear
Anchors as a Group
ϕV cpg
≥ V ua , g
Reference the Equations section of the PROFIS Engineering report for more information on the following parameters :
V cpg
: nominal concrete pryout strength in shear
ϕV cpg
: design concrete pryout strength in shear ϕV cpg
≥ V ua
: design check for pryout
Reference the Results section of the PROFIS Engineering report for more information on the following parameters : Vcpg : nominal concrete pryout strength in shear
ϕ concrete
: strength reduction factor for concrete failure
ϕ seismic
: strength reduction factor for seismic shear
V ua
: factored load acting on anchors in shear
A summary of calculated shear design strength versus the factored shear load for each shear failure mode relevant to the application is given in Part 4 Shear Load of the PROFIS Engineering report .
240 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-19 Provisions