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RE: 1923 Vintage CA Concrete Building

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In India, 1:2:4 concrete corresponded to 150 kg/sq.cm
(2130 psi) concrete.

Was there a deformed bar reinforcement in 1923?

Rajendran

--- "Garner, Robert" <rgarner(--nospam--at)moffattnichol.com>
wrote:
> 
> For the strength of reinforcing bars back to 1911,
> download Engineering Data
> Report No. 48 from CRSI.  I can't help you on this
> mix design, however.
> 
>  
> 
> Bob Garner, S.E.
> 
>  
> 
>   _____  
> 
> From: Eknrinc(--nospam--at)aol.com [mailto:Eknrinc(--nospam--at)aol.com] 
> Sent: Friday, March 11, 2005 12:22 PM
> To: seaint(--nospam--at)seaint.org
> Subject: 1923 Vintage CA Concrete Building
> 
>  
> 
> I am evaluating a 1923 California reinforced
> concrete building.
> 
>  
> 
> Plans call for 1-2-4 concrete mix, and deformed
> bars.
> 
>  
> 
> Anyone have information regarding design strengths
> used back then?
> 
>  
> 
> TIA
> 
> 
> 
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