From: richard lewis <rlewistx(--nospam--at)juno.com>
Date: Tue, 27 Feb 2001 14:14:53 -0600
I am designing a building in North Carolina. The current NC code
requires the wind loads be calculated using ASCE 7-93. I have a 7-88 and
a 7-95, but not a 7-93. I know there was a drastic change between 7-93
and 7-95 for wind loads. Can somebody who has the 7-88 and 7-93 code let
me know if there is a major difference in calculating the wind loads
between these codes?
Thanks for your help.
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