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RE: Reliability/Redundancy Factor p

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Mark,

I see corrections for the shear wall design but not for the moment frame design.
Am I missing something?

Thomas Hunt, S.E.
Fluor Daniel

---------------------- Forwarded by Tom Hunt/AV/FD/FluorCorp on 03/02/2000 04:12
PM ---------------------------


"Mark E. Deardorff" <MarkD(--nospam--at)DandDEng.com> on 03/02/2000 02:15:49 PM

Please respond to seaint(--nospam--at)seaint.org

To:   seaint(--nospam--at)seaint.org
cc:    (bcc: Tom Hunt/AV/FD/FluorCorp)

Subject:  RE: Reliability/Redundancy Factor p



This problem has been revised in the errata which I have forwarded to you
directly.

Mark E. Deardorff, SE
Deardorff & Deardorff, Inc.
Ramona, CA 92065


> -----Original Message-----
> From: Tom.Hunt(--nospam--at)fluor.com [mailto:Tom.Hunt(--nospam--at)fluor.com]
> Sent: Thursday, March 02, 2000 1:06 PM
> To: SEAINT(--nospam--at)seaint.org
> Subject: Reliability/Redundancy Factor p
>
>
>
>
> I am looking at a multibay moment frame not unlike the one
> shown in the Seismic
> Design Manual Volume 1 Example 15 item 2.  In this example
> can anyone explain
> where the story shears, Vi from the table (page 49), come
> from.  I can not seem
> to relate them to the shears as shown on their sketch (page 48).
>
> Thomas Hunt, S.E.
> Fluor Daniel
>