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RE: diagonal sheathing[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: diagonal sheathing
- From: James Allen <allen(--nospam--at)xyz.net>
- Date: Thu, 16 Dec 1999 15:44:33 -0900
See Western Woods Use Book. My version (copyright 1973) is not quite as old as I am, however, I am sure that the statics have not changed and I would not search for software for assistance. The blocking problem does not seem too tough to me, but without seeing a sketch of the details I won't offer advice. James Allen, P.E. Homer, AK -----Original Message----- From: PeckEngineering(--nospam--at)aol.com [SMTP:PeckEngineering(--nospam--at)aol.com] Sent: Thursday, December 16, 1999 2:55 PM To: seaint(--nospam--at)seaint.org Subject: diagonal sheathing Does anyone know how to determine the shear capacity of an existing diaphragm made from 1x6 diagonal sheathing? The building was built in 1960. Also, what about engaging a roof diaphragm (diagonal sheathing) with new shear walls if the roofing is existing and will remain ( ie. no nails through the top into the blocking).
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