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Re: Deformed wire anchor (DWA) design

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Yes.  That's what Nelson recommends for their anchors.  Check to see what fy they have.  Also I recommend NOT end welding, but weld along the axis, if possible.


>>> ??? <yhnam(--nospam--at)kopec.co.kr> 9/19/2007 12:57 PM >>>
Dear All:
 
I am going to design embedded plate using deformed wire anchor (DWA).
However, ACI 318-05 App. D did not mention any anchor design for DWA.
 
Therefore, I would like to design DWA using Chapter 12 of ACI code "Development of reinforcement".
Is the above assumption reasonable and do I need other concrete cone failure check for shear loading?

Thanks in advance.
 

Yoon-Ho Nam

 
 
 
 

 

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