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Re: Deformed wire anchor (DWA) design

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Hello! Mr. Nam
 
I'm sure DWA is the one of the best way to avoid the ACI code.
 
Good Luck to you!!!!
----- Original Message -----
From: 남윤호
Sent: Thursday, September 20, 2007 2:57 AM
Subject: Deformed wire anchor (DWA) design

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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