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Standards of Practice Course

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Standards of Practice Course CPM Scheduling Lab Activity Notation Use for Manual Calculation Early Start Late Start Early Finish Late Finish Duration Activity ID ES ... – PowerPoint PPT presentation

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Title: Standards of Practice Course


1
Standards of Practice Course
  • CPM Scheduling Lab

2
Activity Notation
Use for Manual Calculation
April, 2010
3
Sample
Notation
ES
EF
ID
LF
LS
D
FF
TF
  • ES EFP 1

Subscripts S Successor P Predecessor
4
4
B
7
7
1
  • EF ES D - 1

3
3
8
17
D
1
3
A
FS
FS
8
17
10
1
3
3
  • LS LF - D 1

0
0
0
0
4
7
C
4
7
4
  • TF LF - EF
  • FF ESS - EF - 1

0
0
  • LF LSS - 1

April, 2010
September, 2006
4
CMAA Formulas for Calculationfor Finish-to-Start
Activities
  • ES EFP 1
  • LS LF - D 1
  • TF LF - EF
  • EF ES D 1
  • LF LSS 1
  • FF ESS - EF - 1

April, 2010
September, 2006
5
CMAA Calculation Tips
  1. Start by taking note of the relationships.
    Notice which are not finish-start, or which ones
    are finish-start but with a lag. (Formulas dont
    apply to Start-to-Start relationships or
    Finish-to-Finish relationships.)
  2. Begin calculating on the first activity on the
    left side.
  3. In CMAAs examples, the first activity begins on
    Day One. Not Day Zero.
  4. Work towards the right, in an up and down motion,
    in strips (this is to avoid unnecessary
    iterations).

April, 2010
September, 2006
6
CMAA Calculation Tips
  1. When working with a lag greater than 0, first
    calculate the link as if it had no lag. Then add
    the lag time.
  2. When an activity has multiple predecessors, each
    predecessor must be evaluated in turn to
    determine the correct early start date for the
    successor. During the Forward pass, the greater
    (latest date) overrides.
  3. The same concept holds true during the backward
    pass. For activities which have multiple
    successors, each successor must be evaluated to
    determine the correct late finish date for the
    preceding activity. During the backward pass,
    the lesser (earlier date) overrides.
  4. The last activity has no successor, so the late
    date formulas dont apply. Assume for the last
    activity, EF LF END.

April, 2010
September, 2006
7
Exercise 1
Notation
ES
EF
ID
LF
LS
D
FF
TF
  • ES EFP 1

Subscripts S Successor P Predecessor
4
B
1
  • EF ES D - 1

D
1
3
A
FS
FS
10
3
  • LS LF - D 1

C
4
  • TF LF - EF
  • FF ESS - EF - 1
  • LF LSS - 1

April, 2010
September, 2006
8
Exercise 2, Part 1
  • PART 1 Calculate a Baseline Schedule
  • The AON logical network of a baseline schedule
    for a
  • construction project is as shown in Exercise 2.
    Assume that for the last activity EFLFend of
    project.
  • Required Answer all questions on network diagram
    only
  • Calculate the ES, EF, LS, LF, and TF for each
    activity.
  • What is the free float (FF) for activity E?
  • What is the free float (FF) for activity F?
    Explain the difference in days between the FF and
    the TF for activity F.

April, 2010
September, 2006
9
Exercise 2, Part 1
  • All relationships finish-start unless noted.

B
C
FS - 2
10
10
A
D
H
E
FS 2
10
5
5
5
F
G
SS 5
10
10
April, 2010
September, 2006
10
Exercise 2, Forward Path
A
B
FS - 2
C
FS 2
D
E
SS 5
F
G
H
April, 2010
September, 2006
11
Exercise 2, Backward Path
A
B
FS - 2
C
FS 2
D
E
SS 5
F
G
H
April, 2010
September, 2006
12
Exercise 2, Part 2
  • PART 2 Calculating Progress on the Schedule
  • At the end of the day on day 15, the following
    progress information was available
  • Activity A started 2 days late, and was completed
    on time.
  • Activity B started on time, and made progress as
    follows.
  • Completed work in place 500 sq ft
  • Remaining work quantity 500 sq ft

April, 2010
September, 2006
13
Exercise 2, Part 2
  • PART 2, Continued
  • Activity D started on day 14. Remaining duration
    required for completion is estimated to be 2
    days.
  • The original duration for Activity E changed from
    5 days to 20 days.

April, 2010
September, 2006
14
Exercise 2, Part 2
  • PART 2, Continued
  • Required Answer all questions on network diagram
    only
  • Based on the progress information available at
    end of day 15,
  • Q1. Calculate actual start and finish dates for
    all activities in progress.
  • Q2. Calculate the ES, EF, LS, LF, and TF for all
    other activities. Identify the critical Path.

April, 2010
September, 2006
15
Exercise 2, Part 2
Notation
Actual Start
AS
AF
AD
Actual Duration
ES
EF
ID
LF
LS
D
Actual Finish
  • All relationships finish-start unless noted.

FF
TF
Dur RD if ADgt0 Dur RD if AD0 (activity has
not started)
B
C
FS - 2
10
10
A
D
H
E
FS 2
10
5
20
5
F
G
SS 5
10
10
April, 2010
September, 2006
16
Exercise 2, Forward Path
Data Date Day 16
A
B
FS - 2
C
FS 2
D
E
SS 5
F
G
H
April, 2010
September, 2006
17
Exercise 2, Backward Path
Data Date Day 16
A
B
FS - 2
C
FS 2
D
E
SS 5
F
G
H
April, 2010
September, 2006
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