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Using P3ec Vs. P3 - In Construction Applications

By Scott Tate
Created 4 Mar 2005 - 09:57
Submitted by Scott Tate on Fri, 2005-03-04 09:57
Has anyone made the transition from P3 to P3ec recently in the realm of the construction industry? Do you recommend sticking with P3 or do the benefits of P3ec far outweigh the learning curve? Do you recommend making the switch to P3ec now or in the future after P3 is phased out and P3ec is the only choice?
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