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Re: moment frame to grade beam connection

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Thanks Karen, this is good to know. The local building department issued
permit yesterday on this project. I did not used amplified force and they
did not request it as a plan check revision. I have always considered this
particular plan check engineer is to be competent so.....

Regards,

Mark

----- Original Message -----
From: "Casano, Karen" <Karen.Casano(--nospam--at)dgs.ca.gov>
To: <seaint(--nospam--at)seaint.org>
Sent: Tuesday, August 13, 2002 11:08 AM
Subject: moment frame to grade beam connection


> Mark,
>
> In case this is applicable or of interest:  DSA requires amplified forces
be
> used for this connection as well as for the grade beam design (CBC
> 1633A.2.12) for a projects that fall under our jurisdiction.
>
> -karen casano, DSA san diego
>
>
> From: "Mark Baker" <shake4bake(--nospam--at)earthlink.net>
> To: <seaint(--nospam--at)seaint.org>
> Subject: moment frame to grade beam connection
>
> This is a multi-part message in MIME format.
>
> ------=_NextPart_000_0015_01C23FB0.9D879E60
> Content-Type: text/plain;
> charset="iso-8859-1"
> Content-Transfer-Encoding: quoted-printable
>
> I'm sure this question has been posed before, don't remember the =
> response, can't find it in the archives and don't find the answer in the =
> code....
>
> What level forces need be evaluated for this connection? I don't think =
> omega level but need some reinforcement of my opinion.
>
> TIA,
>
> Mark
>
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