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RE: Beam restraint[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: Beam restraint
- From: Dave Handy <dhandy(--nospam--at)trg.ca>
- Date: Thu, 3 Sep 1998 16:24:30 -0400
The Canadian code recommends l/300 for live load for industrial floors. David Handy, P.Eng The Thompson Rosemount Group Cornwall, Ontario, CANADA dhandy(--nospam--at)trg.ca The preceding was an off the record personal opinion only! (cya) -----Original Message----- From: Brian K. Smith [SMTP:smitheng(--nospam--at)dos.net] Sent: September 03, 1998 2:47 PM To: seaint(--nospam--at)seaint.org Subject: Beam restraint While we are on the subject of steel floor supports: I am working on a similar project, a multi-leveled equipment mezzanine with checkered plate flooring. What is the general consensus regarding allowable deflection of the framing. I am using L/120 for Dead plus Live. It appears as though both the UBC and SBC deflection criteria in Chapter 16 are oriented toward roof deflections with ceilings. Brian K. Smith, P.E.
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