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RE: Steel SMF

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I believe that none of the prequalified moment frame connections have 
considerations for weak-axis columns, at least not in AISC 358-05 
(Prequalified SMF/IMF).  Have you considered creating a strong-axis column 
section?  There are provisions in AISC 358 to create a "Flanged Cruciform" 
Column.  That is cutting another W flange section in half and welding it on 
 either side of your corner column, forming a cruciform-shape column.  Lots 
 of welding, though.

Good luck

Ricardo G. Gonzalez, P.E.
C S W | S T 2
CSW/Stuber-Stroeh Engineering Group, Inc.
45 Leveroni Court, Novato, CA  94949
Civil Engineering ∙ Structural Engineering
Planning ∙ Land Surveying & Mapping

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-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of Steve Gordin Sent: Friday, March 07, 2014 3:57 PM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: [SEAINT-SEAOSC] Steel SMF

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, would 
appreciate something more recent, at least post-Northridge.  In this sense, 
 the 2009 NEHRP/NIST Technical Brief 2 Section 3.5.3 is quite 
discouraging…

Thanks,

______________________________
V. Steve Gordin
Licensed Structural Engineer
SGE Consulting Structural Engineers
2081 Business Center Drive #105
Irvine CA 92612
949-552-5244

Truncated 444 characters in the previous message to save energy.

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