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Re: Re: flag pole deflection

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seaint(--nospam--at)seaint.org,Internet writes:
Since your structure is only subjected to lateral load and a minimal axial
load, L / 240 should apply. 



Wow!  This seems high!  I know of quite a few metal buildings which could
never meet this criteria.  :o)





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Richard Lewis, P.E.
Missionary TECH Team
rlewis(--nospam--at)techteam.org

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