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Steel Beam Plice Location

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What are the critical values of beam lengths and splice locations?


I’m detailing a pipe support bridge that is 2 spans of 75 feet.  I have a center support.  I want to have a continuous beam over both spans and I’m looking for the ideal splice locations.  I recall there is a critical value of 40 feet for steel beam lengths from the mill.  Are there several critical lengths other than just the 40 feet length?  I don’t want to put a splice at that point because the moment is too high.  I would like to get it as near as possible to the point of inflection.


Thanks for your insight.