Delay by total float vs. delay by variance
In the Open Standard
Dura CellMember for 15 years 10 months
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Hi All!
We are using P6 in our project, one of our consultant is calculating activity delays using the variance dates (BL FInish - Finish), my point of view as a planner is the actual delays in the activity can be viewed once we run the schedule as P6 determines delay after calculating the schedule (critical path).
I would like to ask what is the effective way of computing delays in the activity?
Is it by total float or is it by variance? Any advantages or disadvantages of these two?
Many Thanks!
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