1.0 TENSION
1.2 Concrete Breakout Failure Mode
Results N cb
Results ACI 318-19 Chapter 17 Provision Comments for PROFIS Engineering
N cb
17.6 . 2.1 Nominal concrete breakout strength in tension , N cb of a single anchor …….. shall be calculated by ( a )…………… ( a ) For a single anchor
N cb
= A Nc ψ ed , Na ψ c , N ψ cp , N
N b
( 17.6.2.1a )
A Nc0
ACI 318 anchoring-to-concrete provisions for the nominal concrete breakout strength of a single anchor in tension ( N cb
) require calculation of various modification factors corresponding to area of influence ( A Nc
/ A Nc0 ), edge distance
( ψ ed , N ), cracked or uncracked concrete ( ψ c , N
), and splitting ( ψ cp , N
); and then multiplying these factors by what is termed the “ basic concrete breakout strength in tension ” ( N b
) to obtain a “ nominal concrete breakout strength in tension ” ( N cb
).
Reference the Calculations section of the PROFIS Engineering report for more information on the following parameters :
A Nc
: area of influence for anchors in tension
A Nc0
: area of influence for single anchor in tension
ψ ed , N
: tension modification factor for edge distance
ψ cp , N
: modification factor for splitting
N b
: basic concrete breakout strength in tension
Reference the Variables section of the PROFIS Engineering report for information on : ψ c , N
: modification factor for cracked concrete
Results ϕN cb
Results ACI 318-19 Chapter 17 Provision Comments for PROFIS Engineering
ϕN cb
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 tension check a calculated design strength ( ϕN N
) against a factored tension load ( N ua ).
Table 17.5.2 Failure Mode Concrete Breakout Strength in Tension
Single Anchor
ϕN cb
≥ N ua
Reference the Results section of the PROFIS Engineering report for more information on the following parameters :
N cb
: nominal concrete breakout strength in tension
ϕ concrete
: strength reduction factor for concrete failure
ϕ seismic
: strength reduction factor for seismic tension
N ua
: factored load acting on anchors in tension
A summary of calculated tension design strength versus the factored tension load for each tension failure mode relevant to the application is given in Part 3 Tension Load of the PROFIS Engineering report .
75 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-19 Provisions