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

Re: Steel OMRF

[Subject Prev][Subject Next][Thread Prev][Thread Next]

To: seaint(--nospam--at)seaint.org
Subject: Re: Steel OMRF
From: Strueng86(--nospam--at)aol.com
Date: Tue, 8 Apr 2003 21:43:07 EDT

What is the current practice for steel OMRF in seismic zone 3 or 4 under the 1997 UBC? FEMA 350 appears to provide some up to date guidelines. Is it fair to say that the proper R factor could be used from the UBC code, and FEMA 350 used for detailing and design of the connections.

Prev by Subject: Re: Steel naming conventions
Next by Subject: Re: Steel OMRF
Previous by thread: AASHTO Highway Signs Standard: Appendix A
Next by thread: Re: Steel OMRF

About this archive
Messages sorted by: [Subject][Thread][Author][Date]