Civil Engineering Reference
In-Depth Information
Actual duration = 7days
Remaining duration = 11 days ( assuming the end of activity A + 1day )
Using the DML equation:
AD B ( 1 PC A )+ L
PC A
RD B =[ 7 ( 1 0
RD B
.
70 )+]∕ 0
.
70 = 4
.
43
,
say 5 days
This result sounds like a violation of the FF relationship with activity
A, which puts the remaining duration of activity B at 11 days. In reality,
the remaining duration of activity A will be, most likely, a lot less than 10
days. Assuming linear production: If activity A reached 70% completion
in 10 days, it could reach 100% in 10 ∗( 100 %∕ 70 %) = 14
.
29 days,
29 days, which is slightly less than
the 4.43 days calculated by the DML equation as the minimum for RD B .
Practically speaking, RD A and RD B can be 4 and 5 or 5 and 6 days,
respectively.
2. Repeat step 1, assuming that activity B started as scheduled, that is,
at the end of day 5.
that is, the remaining duration = 4
.
Activity B (Shingles):
Actual duration = 5days
Remaining duration = 11 days ( Assuming the end of activity A + 1day )
Using the DML equation:
RD B
[ 5 ( 1 0
.
70 )+ 1 ]∕ 0
.
70 = 3
.
6
,
say 4 days
The same argument as previously given applies: RD A and RD B will
most likely be 4 and 5 days, respectively.
CONCLUSION
The DML relationship is a new and potentially useful concept in project scheduling.
It should be used mainly for a situation involving overlapping activities when the pre-
decessor has to stay ahead of the successor by a certain margin from start to finish.
 
 
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