Need a book? Engineering books recommendations...

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

Re: Code Interpretation Time!

[Subject Prev][Subject Next][Thread Prev][Thread Next]

And while were about 1806 and the use of plain concrete for isolated
footings, provisions/exemptions defined?

Dave Adams <davea(--nospam--at)> on 09/02/99 08:49:50 AM

Please respond to seaint(--nospam--at)
 To:      "'seaint(--nospam--at)'" <seaint(--nospam--at)>           
 cc:      (bcc: Paul Reilly/D03/Caltrans/CAGov)               
 Subject: Code Interpretation Time!                           

Have a look at 1997 U.B.C. Section 1910.5 (all of it). What would be the
minimum amount of reinforcing to be used for a cast-in-place "pole-type"
footing? It seems appropriate that the provisions of 1910.5.1 & 1910.5.3
would apply (still) to these types of footings and that the provisions
stated in 1910.5.4 apply to "mat-type" or "spread" footings of uniform