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RE: Foundations

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Didn't read other responses.  97 UBC 1629.1 says you can use 1612.3 ASD load
combinations to analyze overturning at the soil structure interface
regardless of design method for building.

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



-----Original Message-----
From: Martin N. Pohll [mailto:mpohll(--nospam--at)mindspring.com]
Sent: Wednesday, January 23, 2002 4:59 PM
To: SEAOC
Subject: Foundations


I am stuck on an issue and need some input.
If the uplift from a braced frame is resisted by the dead load of the
footing, what force should be applied to the footing?
    0.9DL-E/1.4
    0.9DL-E
    0.9DL-OmegaE


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