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Beam restraint

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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.