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RE: Foundations

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(0.9 or 0.85)xDL - R x E/1.4

-----Mensaje original-----
De: Martin N. Pohll <mpohll(--nospam--at)mindspring.com>
Para: SEAOC <seaint(--nospam--at)seaint.org>
Fecha: Miércoles, 23 de Enero de 2002 08:02 p.m.
Asunto: 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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