PROFIS ENGINEERING REPORT SHEAR LOAD
Concrete Breakout Failure Mode
Results ϕV cb
Results 318-14 Chapter 17 Provision Comments for PROFIS Engineering
ϕV cb
17.3.1.1 The design of anchors shall be in accordance with Table 17.3.1.1 . In addition , the design of anchors shall satisfy 17.2.3 for earthquake loading and 17.3.1.2 for adhesive anchors subject to sustained tensile loading .
Table 17.3.1.1
Failure Mode Concrete Breakout Strength in Shear
Single Anchor ϕ V cb
≥ V ua
ACI 318-14 strength design provisions for shear check a calculated design strength ( ϕV N
) against a factored shear load ( V ua
).
Reference the Results section of the PROFIS Engineering report for more information on the following parameters :
V cb
: Nominal concrete breakout strength in shear
ϕ concrete
: Strength reduction factor for concrete failure
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 cbg
Results 318-14 Chapter 17 Provision Comments for PROFIS Engineering
ϕV cbg
17.3.1.1 The design of anchors shall be in accordance with Table 17.3.1.1 . In addition , the design of anchors shall satisfy 17.2.3 for earthquake loading and 17.3.1.2 for adhesive anchors subject to sustained tensile loading .
Table 17.3.1.1
Failure Mode Concrete Breakout Strength in Shear
Anchors as a Group ϕ V cbg
≥ V ua
ACI 318-14 strength design provisions for shear check a calculated design strength ( ϕV N
) against a factored shear load ( V ua
).
Reference the Results section of the PROFIS Engineering report for more information on the following parameters :
V cbg
: Nominal concrete breakout strength in shear
ϕ concrete
: Strength reduction factor for concrete failure
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 .
203 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-14 Provisions