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RE: Steel SMF

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AISC 341?

T. William (Bill) Allen, S.E. (CA 2607)
A L L E N   D E S I G N S
Consulting Structural Engineers
33171 Paseo Cerveza, Suite 221
San Juan Capistrano, CA 92675
V (949) 248-8588 • C (949) 374-1536
www.AllenDesigns.com

-----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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