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RE: Wind loading

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ASCE 7 is not meant to be a "catch all" for every conceivable situation.

In your case, you have to consider:

1. A rational approach, synthesizing said approach from the ASCE 7
information on wind on latticework, etc.

2. A more rigorous approach, such as wind tunnel testing (assuming your
project is "expensive" enough to justify it--most are not).

> -----Original Message-----
> From: Bohm, Gabriel [mailto:GBohm(--nospam--at)TechnipUSA.com]
> Sent: Thursday, October 14, 1999 1:09 PM
> To: 'seaint(--nospam--at)seaint.org'
> Subject: Wind loading
>
>
> Consider a solid wall, with perpendicular wind. ASCE 7 tells us how to
> calculate wind pressures. So far, so good.