COMBINED TENSION AND SHEAR LOAD
Tri-Linear
Results Status
Results ACI 318-19 Chapter 17 Provision Comments for PROFIS Engineering
Status 17.8 — Tension and shear interaction
17.8.1 Unless tension and shear interaction effects are considered in accordance with 17.5.2.3 , anchors or anchor groups that resist both tension and shear shall satisfy 17.8.2 and 17.8.3 . The values of ϕN n and ϕV n shall be in accordance with 17.5.2 or 17.10 .
17.8 . 2 It shall be permitted to neglect the interaction between tension and shear if ( a ) or ( b ) is satisfied .
( a ) N ua /( ϕN n
) ≤ 0.2 ( 17.8 . 2a )
( b ) V ua /( ϕV n
) ≤ 0.2 ( 17.8 . 2b )
17.8.3 If N ua /( ϕN n
) > 0.2 for the governing strength in tension and V ua /( ϕV n
) > 0.2 for the governing strength in shear , then Eq . ( 17.8.3 ) shall be satisfied . N ua +
V ua ≤ 1 . 2 ( 17 . 8 . 3 ) ϕN n ϕV n
The PROFIS Engineering anchor portfolio includes post-installed mechanical anchors , postinstalled adhesive anchors , and cast-anchors . The following tension failure modes are considered for each type of anchor :
post-installed mechanical anchor steel strength : β N
= Nua ( i )/ ϕsteelNsa pullout strength : β N
= N ua ( i ) / ϕ concrete
N pn , ƒ ́c concrete breakout strength : β N = N ua ( i )
/ ϕ concrete
N cb or β N = N ua ( g )
/ ϕ concrete
N cbg post-installed adhesive anchor steel strength : β N
= N ua ( i ) / ϕ steel
N sa bond strength : β N
= N ua ( i ) / ϕ bond
N a or β N = N ua ( g )
/ ϕ bond
N ag sustained tension load ( for bond strength ): β N
= N ua ( i ) / 0.55ϕ bond
N ba concrete breakout strength : β N = N ua ( i )
/ ϕ concrete
N cb or β N = N ua ( g )
/ ϕ concrete
N cbg cast-in anchor steel strength : β N
= N ua ( i ) / ϕ steel
N sa pullout strength : β N
= N ua ( i ) / ϕ concrete
N pn , ƒ ́c concrete breakout strength : β N = N ua ( i )
/ ϕ concrete
N cb or βN = N ua ( g ) / ϕ concrete
N cbg side-face blowout strength : β N = N ua ( i )
/ ϕ concrete
N sb or β N = N ua ( g )
/ ϕ concrete
N sbg where N ua ( i ) corresponds to the highest factored tension load acting on an individual anchor and
N ua ( g ) corresponds to the total factored tension load acting on a group of anchors .
PROFIS Engineering designates the parameter ( N ua / ϕN n
) as “ β N
”, and shows it as a percentage (%) in the report under the heading “ Status ”. ACI 318-19 anchoringto-concrete provisions for tension are satisfied if all the β N
-values for the tension failure modes being considered are ≤ 100 %. The highest β N
-value corresponds to the “ controlling ” or “ governing ” failure mode in tension , and is used as the tension component in Eq . ( 17.8.3 ).
PROFIS Engineering designates the parameter ( V ua / ϕV n
) as “ β V
”, and shows it as a percentage (%) in the report under the heading “ Status ”. ACI 318-19 anchoringto-concrete provisions for shear are satisfied if all the β V
-values for the shear failure modes being considered are ≤ 100 %. The highest β V
-value corresponds to the “ controlling ” or “ governing ” failure mode in shear , and is used as the shear component in Eq . ( 17.8.3 ).
For the example below , all the β N
-values are < 100 %; therefore , PROFIS Engineering shows the “ Status ” for each value as “ OK ” since ACI 318 anchoringto-concrete provisions are satisfied . Concrete Breakout Failure is the governing failure mode for tension because it has the highest utilization ( β N
= 51 %). This value is used as the tension component in Eq . ( 17.8.3 ). However , the β V
-value for
Concrete Edge Failure in direction x + is > 100 % ( β V = 130 %); therefore , PROFIS
Engineering shows the “ Status ” for this β V
-value as “ not recommended ” since ACI 318 anchoring-to-concrete provisions are not satisfied . β V
= 130 % is also the governing failure mode for shear because it has the highest utilization . This value is used as the shear component in Eq . ( 17.8.3 ).
3 Tension load
Load N ua [ lb ]
Capacity
ϕN n
[ lb ]
Utilization
β N
= N ua / ϕN n
Status
Steel strength * 5,000 14,550 35 OK Bond strength ** 10,000 31,564 32 OK Sustained tension load bond strength * 3,450 16,800 21 OK Concrete breakout Failure ** 10,000 19,971 51 OK
* highest loaded anchor ** Anchor group ( anchors in tension )
4 Shear load Load V ua
[ lb ]
Capacity ϕV n [ lb ]
Utilization
β N
= V ua / ϕV n
Status
Steel strength * 3,750 8,221 46 OK
Steel failure with lever arm *
Pryout ( bond strength controls )*
Concrete edge failure in direction x + **
* highest loaded anchor ** Anchor group ( relevant anchors )
N / A N / A N / A N / A
15,000 76,400 20 OK
15,000 11,592 130 not recommended
356 NORTH AMERICAN PROFIS ENGINEERING ANCHORING TO CONCRETE DESIGN GUIDE — ACI 318-19 Provisions