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Re: Steel SMF[Subject Prev][Subject Next][Thread Prev][Thread Next]
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- Subject: Re: Steel SMF
- From: Drew Morris <dmorris(--nospam--at)bbfm.com>
- Date: Fri, 07 Mar 2014 16:07:49 -0900
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I saw a case of this corner condition with perpendicular moment frames some years ago. The designer used two columns perpendicular to each other; one of the columns stopped short of the foundation and was connected to the other column. I assume the column with anchorage was the loading bearing one.
On 3/7/2014 2:56 PM, Steve Gordin wrote:
Good afternoon, Can somebody share a good reference (if any) regarding the design of a steel SMF with beam framing along the weak axis of the column (it's a corner condition, beams in both directions)? I got FEMA 355D, and it helps - but, for the sake of plan checking, wouldappreciate something more recent, at least post-Northridge. In this sense, the 2009 NEHRP/NIST Technical Brief 2 Section 3.5.3 is quitediscouraging… Thanks, ______________________________ V. Steve Gordin Licensed Structural Engineer SGE Consulting Structural Engineers 2081 Business Center Drive #105 Irvine CA 92612 949-552-5244
Truncated 461 characters in the previous message to save energy. -- * Drew Morris, PE*| Project Engineer BBFM Engineers, Inc. <http://www.bbfm.com/> 510 L Street, Suite 200 | Anchorage, Alaska 99501 Ph: (907)274-2236 | Direct: (907)270-2240 | Web: www.bbfm.com -------------------------------------------------------------------------Post your message to the list by sending it to: SEAINT-SEAOSC(--nospam--at)mail-list.com.
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