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Re: P/C Panel Anchorage Load

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Unfortunately, this requirement is well hidden.

94 UBC: Table 16-O, Footnote 3.

Ed Dean

> Date:          Sat, 13 Jun 1998 09:03:57 -0500 (CDT)
> From:          qwu1(--nospam--at)ix.netcom.com
> To:            seaoc(--nospam--at)seaoc.org
> Subject:       P/C Panel Anchorage Load
> Reply-to:      seaoc(--nospam--at)seaoc.org

> I am currently working in a school project in San Francisco. In one of the design criteria, it 
> states that "the (precast concrete) panel anchors located at center one-half of the flexible 
> diaphram shall be designed for 50% increased in lateral load per California Building Code 1995".
> 
> I can not find out where the code addresses that. Does anybody know? Thanks in advance.
> 
> Quick Wu 
>  
> 
> 
> 
> 
> 
Edwin T. Dean, P.E., S.E.
Dean Engineering
edean(--nospam--at)teleport.com
(503) 292-1636 VOICE
(503) 292-5694 FAX