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UBC/CBC Section 1630.8.2, IBC Section 1617.1.1.2 similar.
"Em need not exceed the maximum force that can be transferred to the element by the lateral-force-resisting system."
Suppose I have a shear wall that collects 1000 lbs of shear, ASD, as calcualted based upon the applicable (not special, UBC 1612.4) load combinations.  What - if any - limitation it imposes on the above Em calculation?
Where can I find a sensible discussion on the subject (Seismic Design Manual is as vague as the codes, and the Blue Book does not even mention the issue).
Steve Gordin SE
Irvine CA