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Fwd: mundane sheathing RFI

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>Date: Tue, 08 Apr 1997 11:21:58 -0700
>From: r marmaduke <avi(--nospam--at)az.com>
>Organization: The AVI Company
>To: dennismc(--nospam--at)mcn.org
>Subject: mundane sheathing RFI
>X-URL: http://www.seaoc.org/sevhmpg1.htm
>
>This is a real mundane question, but nobody seems to have the
>answer, and after all, pole buildings are more common than any
>other type of (non-habitable) structure. So I thought you might
>know the answer.
>
>We are design checking a pole building using 29ga metal sheathing
>Tek-screwed onto 2"x6" nominal joists and purlins. The builder is
>quoting NFBA's report 05-106-1975, but the information we received
>doesn't define the shear panel size, the fastener sizes and spacing,
>the metal thickness and deformation in inches per inch, (to check
>the story drift), or how the "2.5 factor of safety" was arrived at.
>
>We need to know the allowable shear value (if any) for wind/seismic.
>
>We tried NFBA, ICBO and the local B.O.'s and nobody has an answer.
>Please e-mail any search links or technical reports you might know
>of to:	
>		Robert Marmaduke PE
>		APEX Services
>		Bellingham, WA
>		avi(--nospam--at)az.com  360-738-0854 (fax/vox)
>		http://www.az.com/~avi
>
>Thanks for your help.
>
>
dennismc



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Date: Tue, 08 Apr 1997 15:05:15 -0500
To: seaoc(--nospam--at)seaoc.org
From: dennismc(--nospam--at)dennismc.com
Subject: mundane sheathing RFI
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