Return to index: [Subject] [Thread] [Date] [Author]

RE: Rw for cantilevered columns

[Subject Prev][Subject Next][Thread Prev][Thread Next]
No guessing is required. Based on the 1996 Accumulated Supplement to the
1994 UBC, p. 82, Table 16-N is amended to include Cantilevered Column
Elements. Rw=3.

Regards,

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


||-----Original Message-----
||From: Jason Emoto [mailto:jasone(--nospam--at)kpff.com]
||Sent: Friday, February 04, 2000 2:14 PM
||To: seaint(--nospam--at)seaint.org
||Subject: Re: Rw for cantilevered columns
||
||
||I would guess that Rw=3 would be appropriate.  The '97 UBC
||uses R=2.2 for
||cantilevered column systems in buildings and non-building
||structures.  While
||the '94 UBC doesn't show a Rw value for buildings, it does
||specify Rw=3 for
||non-building structures.  Also, Rw=3 is approximately
||1.4*(R=2.2), which
||puts it in the right ballpark.
||
||Jason Emoto
||
||----- Original Message -----
||From: <MRodrig273(--nospam--at)aol.com>
||To: <seaint(--nospam--at)seaint.org>
||Sent: Friday, February 04, 2000 10:13 AM
||Subject: Rw for cantilevered columns
||
||
||What Rw (UBC 94) does people usually use for a free standing column
||cantilevered from the ground on spread footings.
||
||Thanks in advance
||
||Marlou B. Rodriguez
||
||
||
||
||