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1. Re: [TowerTalk] [Bulk] Re: Tower Stress in a quake? (score: 1)
Author: Grant Saviers <grants2@pacbell.net>
Date: Mon, 27 Jul 2015 13:49:30 -0700
The PE work for my guyed tower included a seismic analysis. A summary showed the lateral seismic load as 567 lbs and the 90mph wind load as 3858 lbs. So in my case, wind load far exceeds seismic exci
/archives//html/Towertalk/2015-07/msg00285.html (15,739 bytes)

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