>Must be for bolted SMF?
>
>-----Original Message-----
>From: Tarek Mokhtar [mailto:Tarekmokhtar@earthlink.net]
>Sent: Wednesday, June 03, 2009 4:25 PM
>To: seaint@seaint.org
>Subject: SMF connection
>
>At the roof level of a multistory SMF, The City of L.A quality assurance
>plans shows the top of the column to be three inches higher than the top
>of the beam framing into it, and I can not find that in the seismic
>provisions, anybody know the reason for those extra 3" and whether they
>are required or merely recommended?
>
>Thanx in advance
>--
>Tarek Mokhtar, SE
>Laguna Beach, Ca
>
>
>
>
>
>
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--
Tarek Mokhtar, SE
TMM Structural Engineers, Inc
31645 S. Coast Hwy
Laguna Beach, CA., 92651
949-499-6254
949-499-2777 Fax
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