K
Kevin
My VP of Operations and I are having a difference of opinion on how you link
task. He sets up schedules with SS predecessor links. I set them up with FS
redecessor links so that if a predecessor's duration extends then the
successor is push out accordingly. If you want the successor to start before
the predecessor is finished you use a negative lag.
I am trying to establish a company policy based on best practices for
building and updating MSProject for the construction industry and I need some
help. The items I want to establish policy around are: the way we link task
when building a schedule, how schedules are updated, do we or don't we use
the Actual Start and Actual Finish function when updating our schedules, If
not what is the preffered method.
Obviously everyone has there own way of building and managing schedules what
I am looking for is the recommended way.
task. He sets up schedules with SS predecessor links. I set them up with FS
redecessor links so that if a predecessor's duration extends then the
successor is push out accordingly. If you want the successor to start before
the predecessor is finished you use a negative lag.
I am trying to establish a company policy based on best practices for
building and updating MSProject for the construction industry and I need some
help. The items I want to establish policy around are: the way we link task
when building a schedule, how schedules are updated, do we or don't we use
the Actual Start and Actual Finish function when updating our schedules, If
not what is the preffered method.
Obviously everyone has there own way of building and managing schedules what
I am looking for is the recommended way.