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RE: Sloped Column

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Dear David,
Thanks for your kind response. In accordance with ASCE 7, SDC is C.
Regards,Behnam Heydari

> Date: Wed, 21 Oct 2015 08:35:47 -0700
> From: d.topete73(--nospam--at)
> Subject: Re: [SEAINT-SEAOSC] Sloped Column
> To: seaint-seaosc(--nospam--at)
> Are IMF's allowed in Seismic Design Vstegoty D or worse? What code are you 
> designing to? Though the battered columns are not part of the lateral force 
> resisting system, I would be very conservative and design them for the
> forces from the R=1 design forces. They must remain stable for axial plus
> P-delta.
> On Wednesday, October 21, 2015, Behnam Heydari <behnamheydari_80(--nospam--at)> 
> wrote:

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