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This is correct.  We use qs=61.5psf.

T. Eric Gillham PE

-----Original Message-----
From: Neil Moore [mailto:nmoore(--nospam--at)innercite.com]
Sent: Monday, May 21, 2001 10:02 AM
To: seaint(--nospam--at)seaint.org; seaint(--nospam--at)seaint.org
Subject: Re: FW: Pre-Engineered Metal Building-New Thread


Rajendran:

The basic 97UBC formula for qs appears to be .00256V^2.  The qs for 155
appears to be around 61.5 psf.

Neil Moore, S.E.
neil moore and associates
shingle springs, california


At 08:32 AM 5/20/2001 -0700, Padmanabhan Rajendran wrote:
>> As a side note, one of the issues on Guam wrt PEMB
>> is the high wind loading
>> (UBC 155mph). 
>
>Which edition of UBC has wind speeds as high as 155
>mph? Even in the UBC 1997, the table for stagnation
>pressures stops at the top wind speed of 130 mph.
>
>Rajendran
>
>
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