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Re: Overturning check

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When wind controls, ASCE 7-95 section 2.4.4 states that "buildings and other
structures shall be designed so that the overturning moment due to lateral
forces (wind or flood) acting singly or in combination does not exceed
two-thirds of the dead load stabilizing moment". The safety factor then is
3/2 = 1.5.

Javier Encinas
ASDIP Structural Software
-----Original Message-----
From: Polhemus, Bill <wlpolhemus(--nospam--at)sbinfra.com>
To: 'seaint(--nospam--at)seaint.org' <seaint(--nospam--at)seaint.org>
Date: Wednesday, February 02, 2000 9:23 AM
Subject: RE: Overturning check


>Agreed. Probably for Seismic 1.0 is okay. I'm sorry that I didn't get that
>fact.
>
>My experience with OT checks is for tall equipment (e.g. process towers,
>etc.) in petrochemical facilities where wind load controls.
>
>Thanks.
>
>-----Original Message-----
>From: Khosrownia, Ghassem SPK [mailto:GKhosrownia(--nospam--at)spk.usace.army.mil]
>Sent: Wednesday, February 02, 2000 10:39 AM
>To: 'seaint(--nospam--at)seaint.org'
>Subject: RE: Overturning check
>
>
>Bill,
>
>Where do you get the safety factor from?
>
>
>