Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: FW: USE OF ROD BAR AS REBAR

[Subject Prev][Subject Next][Thread Prev][Thread Next]
As far as I know,  ACI stopped using plain bar as reinforcement because it 
lacks bonding capacity.  Deformed bars are now being used. Development length 
of rebars is calculated on the assumption that it is a deformed bar.


Engr. Alfonso S. Quilala Jr., P.E.