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RE: Rw Factor[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: Rw Factor
- From: "Sasha Itsekson" <itsekson(--nospam--at)jps.net>
- Date: Sun, 22 Nov 1998 02:26:35 -0800
The code has other penalties when you have certain irregularities. For example you are not allowed to use 33% overstress for ASD, when you have a reentrant corner, I believe ( don't have my code at hand, check the table in chapter 16 and the appropriate items in the text of the chapter referenced in this table). Sasha Itsekson -----Original Message----- From: LAMPSMITH(--nospam--at)aol.com [mailto:LAMPSMITH(--nospam--at)aol.com] Sent: Saturday, November 21, 1998 9:48 AM To: seaint(--nospam--at)seaint.org Subject: Rw Factor In UBC Table 16-N, the only critera provided for allowing a Rw=8 (Type 1a) vs. a Rw=6 (Type 1b) is " wood structural panel walls (plywood) for structures 3 stories or less". Is there other critera available? It seems that both vertical and horizontial plan irregularities should also be considered when using Rw=8.
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