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I would like to hear from those that using LRFD to design structures 
regarding the importance of checking defelections after the member is sized 
for strength. To what extent does deflection end up controlling over strength 
and a redesign then become necessary. Based on an AISC seminar I attended, it 
looks like deflection checks are not only more important than for ASD, but 
the calcs themselves were time consuming and more complicated than just using 
a simple deflection equation. (With ASD, a member size based on allowable 
stress most of the time met the deflection acceptance citeria). But I defer 
to those that are practitioners in LRFD.