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RE: 97 UBC 1633.2.4 Deformation compatibilty - is that a typo?

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Gawd, I hope so. 0.025 is hard enough, especially with a wood shear wall
with a h/l =2, fv=capacity and Simpson HDxx hold downs.

Regards,

Bill Allen, S.E.
ALLEN DESIGNS
Laguna Niguel, CA


||-----Original Message-----
||From: Swingle, Mark [mailto:Mark.Swingle(--nospam--at)dgs.ca.gov]
||Sent: Monday, November 15, 1999 4:08 PM
||To: 'seaint(--nospam--at)seaint.org'
||Cc: 'mswingle(--nospam--at)earthlink.net'
||Subject: 97 UBC 1633.2.4 Deformation compatibilty - is that a typo?
||
||
||The first paragraph of the above section (97 UBC 1633.2.4 -
||Deformation
||compatibilty) appears to have a typo.
||
||Reference is made to a drift (deltaM) of 0.0025 times the
||story height.
||
||Shouldn't that be 0.025?
||
||Mark Swingle, SE
||Oakland, CA
||
||
||
||