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> ----------
> From: 	jerome.tan(--nospam--at)PAREURO.COM[SMTP:jerome.tan(--nospam--at)PAREURO.COM]
> Reply To: 	seaint(--nospam--at)seaint.org
> Sent: 	Wednesday, August 26, 1998 6:04 AM
> To: 	seaint(--nospam--at)seaint.org; CanitzCF(--nospam--at)aol.com
> Subject: 	Re: Welding Electrodes
> 
>      I have received the replies to this posting before but this is the 
>      first time that I received the source post.How come?
> 
> 
> ______________________________ Reply Separator
> _________________________________
> Subject: Welding Electrodes
> Author:  MIME7:CanitzCF(--nospam--at)aol.com at INTERNET
> Date:    8/26/98 9:41 AM
> 
> 
> I'm presently involved with a project for which I am to prepare shop
> drawings 
> for a structural steel assembly. The various steel member components
> including 
> the welding electrodes(11018) are on site. When I requested the steel 
> specification,  A36 was indicated. I stated that the electrode tensile 
> strength(110 ksi) does not match that of the steel(per AWS D1.1). I then 
> requested the steel mill certification. While awaiting this information,
> any 
> comments?
>      
>      
> Charlie Canitz, PE
> Bel Air, MD 
>      
>      
>      
> 
> 
> 
>