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RE: IBC special seismic load combinations for steel design

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Jesus:

I agree but the code does not say it and this leaves room for arguement.

Thanks!

Scott M Haan 
Plan Review Engineer
Building Safety Division http://www.muni.org/building
Development Services Department
Municipality of Anchorage
phone:907-343-8183  fax:907-249-7399
mailto:haansm(--nospam--at)ci.anchorage.ak.us



-----Original Message-----
From: Jesus.Colon(--nospam--at)Fluor.com [mailto:Jesus.Colon(--nospam--at)Fluor.com]
Sent: Friday, April 06, 2001 6:26 AM
To: IBC and IRC
Cc: Alan Carr (E-mail); Lanny Flynn (E-mail); Keith Grubb (E-mail); IBC
list (E-mail); Se-Practice List (E-mail); Seaint list (E-mail)
Subject: Re: IBC special seismic load combinations for steel design


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Hello

My interpretation about the special load combinations is the following:

- Whenever the AISC Seismic provisions requires the use of the special load
combinations (4-1) and (4-2), those combinations needs to be changed to the
special load combinations presented in the IBC section 1605.4, specifically
(Formula 16-19) and (Formula 16-20).

Jesús M. Colón



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