SAFEASSIGNCHECKTEST - CSU SAFEASSIGN PLAGIARISM CHECK TOOL.docx

SAFEASSIGNCHECKTEST - CSU SAFEASSIGN
PLAGIARISM CHECK TOOL
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Odell Kruah
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PROJECT VI.docx
1 ODELL KRUAH PROJECT MANAGEMENT UNIT VI
NOVEMBER 30,
2018
Part 1
1 DEVELOP AN IN-DEPTH SCHEDULE FOR THE PROJECT
YOU
SELECTED AND USED TO DEVELOP THE STATEMENT OF
WORK AND
WORK BREAKDOWN STRUCTURE IN UNIT III. PLEASE
REFER TO
THE INTEGRATED PROJECT IN CHAPTER 10 ON PAGE 363

(PROJECT
SCHEDULING) OF THE TEXTBOOK FOR MORE
INFORMATION. BE
SURE TO INCLUDE THE FOLLOWING COMPONENTS:
· AN ACTIVITY PRECEDENCE DIAGRAM, · AN ACTIVITY
DURATION
TABLE, AND · A NETWORK DIAGRAM AND GANTT
CHARTS.
· AN ACTIVITY PRECEDENCE DIAGRAM:
(http://safeassign.blackboard.com/)
PROJECT VI.docx
Word Count: 862 Attachment ID: 244309330
100%
ACTIVITY DURATION TABLE:
ACTIVITY EXPECTED DURATION PREDECESSOR
A 5 DAYS ----
B 10 DAYS A
C 8 DAYS A
D 1 DAY A

E 5 DAYS B, C
F 10 DAYS D, E
G 14 DAYS F
H 3 DAYS G
I 12 DAYS F
J 6 DAYS H, I
A NETWORK DIAGRAM AND GANTT CHARTS:
A
B
C
D
E
F
G
H
I
J

Part 2
1 PLEASE COMPLETE CASE STUDY 10.1: PROJECT
SCHEDULING AT
BLANQUE CHECK CONSTRUCTION ON PAGE 360 OF THE
TEXTBOOK,
AND ANSWER THE THREE QUESTIONS AT THE END.
Q1(ANS)
PRECEDENCE DIAGRAM:
1 C=DIFFERENT CONSRUCTION TYPES OF SCHEDULING
METHODS
TYPE FROM 1 TO 9 P= DIFFERENT CONSRUCTION
PROJECTS WHICH
SHOW THE TYPES OF SCHEDULING METHODS TYPE
FROM 1 TO 9
O1=ORGANIZATION ONE O2= ORGANIZATION 2
S E C4 C5 O1 P9 P8 O2 P7 P6 P5 P4 P3 P2 C9 C8 C7 C6 C1 C2
C3 P1
Q2(ANS) ACCORDING TO MY RESEARCH LEVEL AND
LITERATURE
REVIEW THE EXPERT OPINION AND PAST HISTORY
BOTH ARE THE
BEST TO SOLVE PROBLEM FOR CALCULATING THE

CRITICAL
PATH ,WHICH MAY ALSO TELL US THE DURATION OR
PROJECT
DELAY TO HANDLE OR RUN OUR CONSTRUCTION
COMPANY.
Q3(ANS) THESE BOTH HAVE SOME STRENGTHENS AND
WEAKNESSES AND BOTH GIVE THE RESULTS PROBABLY
SAME , BUT
ACCORDING TO LITERATURE AOA IS THE BENEFICIAL
FOR
MODELING IT WILL BE HELPFUL AND IN THE BUSINESS
FIELD IT
WILL BE IMPORTANT AON WILL BE LESS WIDELY USED
, IN CASE OF
LARGE AND COMPLEX PROJECTS IT IS EASIER TO
EMPLOY THE
PATH PROCESS USED IN THE AOA. ACCORDING TO AOA
WE
ACHIEVE THE EVERY MILESTONE AND PARTICULARLY
USED THE
DUMMY PROJECTS OR ACTIVITIES THE CONCEPT OF
DUMMY

PROJECT IS NOT SIMPLE AND EASY IT REQUIRE MORE
TRAINING
AND PRACTICE. AON CONVENTION ,AOA NETWORK
USED BOTH
NODES AND ARROW TO LABEL THE PROJECT.
Part 3
1 DEVELOP A NETWORK ACTIVITY CHART, AND
IDENTIFY THE
CRITICAL PATH FOR A PROJECT BASED ON THE
INFORMATION
PROVIDED IN THE GANTT CHART BELOW. DRAW THE
ACTIVITY
NETWORK AS A GANTT CHART. WHAT IS THE EXPECTED
DURATION
OF THE PROJECT?
ACTIVITY EXPECTED DURATION PREDECESSOR
A 5 DAYS ----
B 10 DAYS A
C 8 DAYS A
D 1 DAY A
E 5 DAYS B, C

F 10 DAYS D, E
G 14 DAYS F
H 3 DAYS G
I 12 DAYS F
J 6 DAYS H, I
AN ACTIVITY PRECEDENCE DIAGRAM:
THE TOTAL PATHS CAN BE CALCULATED THERE THE
FIRST
DIAGRAM CAN BE DEFINED THE OVERALL PATHS
WHICH ARE
GIVEN BELOW
ABEFIJ=5+10+5+10+12+6=48
ABEFGHJ=5+10+5+10+14+3+6=53
ACEFIJ=5+8+5+10+12+6=46
ACEFGHJ=5+10+5+10+14+3+6=51
ADFIJ=5+1+10+12+6=34 ADFGHJ=5+1+10+14+3+6=39
Critical path:
1 THE 2ND PATH CAN BE CONSTRUCTED FOR THE
CRITICAL PATH
WHICH HAVE THE LONGEST PATH DURATION

ABEFGHJ=5+10+5+10+14+3+6=53 ITS KNOWN AS A
CRITICAL PATH
FOR THE GIVEN ACTIVITY.
PRECEDENCE DIAGRAM AND CRITICAL PATH
END H J G F E B A A J H G E F I START D C B J END
START END END
Part 4
1 USING THE INFORMATION PROVIDED IN THE GANTT
CHART
BELOW, CONSTRUCT THE PROJECT ACTIVITY NETWORK
USING THE
ACTIVITY-ON-NODE (AON) METHODOLOGY, AND LABEL
EACH
NODE. IDENTIFY THE CRITICAL PATH AND OTHER
PATHS
THROUGH THE NETWORK.
Activity
Duration
Predecessors
A

3
--
B
5
A
C
7
A
D
3
B, C
E
5
B
F
4
D

G
2
C
H
5
1 E, F, G
ACTIVITY DURATION ES EF LS
LF Slack
1 A 3 0 3 0
0 --
1 B 5 3 8 8
13 5
1 C 7 3 10 3
10 --
1 D 3 10 13 13
13 --
1 E 5 8 13 13
17 5

1 F 4 13 17 13
17
1 G 2 10 12 15
17 5
1 H 5 17 22 17
22 --
SOLUTION:
1 1 PART 1:
6
0
3
3
8
8
13
0 A
5 B

10
13
5 E
3 D
1 0 3 0
8 5 13
3 5 17
17
22
1 13 3 13
0 H
END
13
17
3
10
0 F

1 17 5 22
0 C
1 13 4 17
3 7 10
10
12
5 G
LEGEND
1 15 2 17
ES ID EF
SL DISCRIPTION
1 LS DURATION LF
THE CRITICAL PATH CAN BE CHOOSE WHICH HAVE THE
MINIMUM
SLACK AND THEN FIND THE DURATION OR DELAY OF
CRITICAL
PATH FIRST OF ALL WE FIND THE CRITICAL PATH OF
GIVEN

ACTIVITY THE CRITICAL PATH HAVE MINIMUM SLACK
BUT DELAY
SHOULD BE MAXIMUM ,WHICH ARE GIVEN BELOW
ACDFH=3+7+3+4+5=22DAYS/MIN WITH THE CRITICAL
POINT OF
SLACK THE FLEXIBILITY OF THE PROJECT IS LIMITED
G
Citations (1/1)
Matched Text
1 Another student's paper
Suspected Entry: 62% match
Uploaded - PROJECT VI.docx
ODELL KRUAH PROJECT MANAGEMENT
UNIT VI NOVEMBER 30, 2018
Source - Another student's paper
Unit VI Project Odell Kruah Columbia Southern
University 11/18/2018

DEVELOP AN IN-DEPTH SCHEDULE FOR
THE PROJECT YOU SELECTED AND USED
TO DEVELOP THE STATEMENT OF WORK
AND WORK BREAKDOWN STRUCTURE IN
UNIT III
Develop an in-depth schedule for the project
you selected and used to develop the statement
of work and work breakdown structure in Unit III
PLEASE REFER TO THE INTEGRATED
PROJECT IN CHAPTER 10 ON PAGE 363
(PROJECT SCHEDULING) OF THE
TEXTBOOK FOR MORE INFORMATION
Please refer to the Integrated Project in Chapter

10 on page 363 (Project Scheduling) of the
textbook for more information
BE SURE TO INCLUDE THE FOLLOWING
COMPONENTS
Be sure to include the following components
· AN ACTIVITY PRECEDENCE DIAGRAM, ·
AN ACTIVITY DURATION TABLE, AND · A
NETWORK DIAGRAM AND GANTT CHARTS
· an activity precedence diagram, · an activity
duration table, and · a network diagram and
Gantt charts

· AN ACTIVITY PRECEDENCE DIAGRAM
· An activity precedence diagram
ACTIVITY DURATION TABLE
Activity duration table
ACTIVITY EXPECTED DURATION
PREDECESSOR
Activity Expected Duration Predecessor

A 5 DAYS ----
A 5 days ----
B 10 DAYS A
B 10 days A
C 8 DAYS A
C 8 days A
D 1 DAY A
D 1 day A

E 5 DAYS B, C
E 5 days B, C
F 10 DAYS D, E
F 10 days D, E
G 14 DAYS F
G 14 days F

H 3 DAYS G
H 3 days G
I 12 DAYS F
I 12 days F
J 6 DAYS H, I
j 6 days H, I
A NETWORK DIAGRAM AND GANTT
CHARTS

A network diagram and Gantt charts
PLEASE COMPLETE CASE STUDY 10.1
Please complete Case Study 10.1
PROJECT SCHEDULING AT BLANQUE
CHECK CONSTRUCTION ON PAGE 360 OF
THE TEXTBOOK, AND ANSWER THE THREE
QUESTIONS AT THE END
Project Scheduling at Blanque Check
Construction on page 360 of the textbook and
answer the three questions at the end

C=DIFFERENT CONSRUCTION TYPES OF
SCHEDULING METHODS TYPE FROM 1 TO 9
P= DIFFERENT CONSRUCTION PROJECTS
WHICH SHOW THE TYPES OF SCHEDULING
METHODS TYPE FROM 1 TO 9
O1=ORGANIZATION ONE O2=
ORGANIZATION 2
C=DIFFERENT CONSRUCTION TYPES OF
SCHEDULING METHODS TYPE FROM 1 TO 9
P= DIFFERENT CONSRUCTION PROJECTS
WHICH SHOW THE TYPES OF SCHEDULING
METHODS TYPE FROM 1 TO 9
O1=ORGANIZATION ONE O2=
ORGANIZATION 2

S E C4 C5 O1 P9 P8 O2 P7 P6 P5 P4 P3 P2
C9 C8 C7 C6 C1 C2 C3 P1
S E C4 C5 O1 P9 P8 O2 P7 P6 P5 P4 P3 P2
C9 C8 C7 C6 C1 C2 C3 P1
Q2(ANS) ACCORDING TO MY RESEARCH
LEVEL AND LITERATURE REVIEW THE
EXPERT OPINION AND PAST HISTORY
BOTH ARE THE BEST TO SOLVE PROBLEM
FOR CALCULATING THE CRITICAL
PATH ,WHICH MAY ALSO TELL US THE
DURATION OR PROJECT DELAY TO
HANDLE OR RUN OUR CONSTRUCTION
COMPANY

Q2(ANS) According to my research level and
literature review the expert opinion and past
history both are the best to solve problem for
calculating the critical path ,which may also tell
us the duration or project delay to handle or run
our construction company
Q3(ANS) THESE BOTH HAVE SOME
STRENGTHENS AND WEAKNESSES AND
BOTH GIVE THE RESULTS PROBABLY
SAME , BUT ACCORDING TO LITERATURE
AOA IS THE BENEFICIAL FOR MODELING IT
WILL BE HELPFUL AND IN THE BUSINESS
FIELD IT WILL BE IMPORTANT AON WILL
BE LESS WIDELY USED , IN CASE OF
LARGE AND COMPLEX PROJECTS IT IS
EASIER TO EMPLOY THE PATH PROCESS

USED IN THE AOA
Q3(ANS) These both have some strengthens
and weaknesses and both give the results
probably same , but according to literature AOA
is the beneficial for modeling it will be helpful
and in the business field it will be important
AON will be less widely used , in case of large
and complex projects it is easier to employ the
path process used in the AOA
ACCORDING TO AOA WE ACHIEVE THE
EVERY MILESTONE AND PARTICULARLY
USED THE DUMMY PROJECTS OR
ACTIVITIES THE CONCEPT OF DUMMY
PROJECT IS NOT SIMPLE AND EASY IT
REQUIRE MORE TRAINING AND PRACTICE

according to AOA we achieve the every
milestone and particularly used the dummy
projects or activities the concept of dummy
project is not simple and easy it require more
training and practice
AON CONVENTION ,AOA NETWORK USED
BOTH NODES AND ARROW TO LABEL THE
PROJECT
AON Convention ,AOA network used both
nodes and arrow to label the project
DEVELOP A NETWORK ACTIVITY CHART,

AND IDENTIFY THE CRITICAL PATH FOR A
PROJECT BASED ON THE INFORMATION
PROVIDED IN THE GANTT CHART BELOW
Develop a network activity chart and identify the
critical path for a project based on the
information provided in the Gantt chart below
DRAW THE ACTIVITY NETWORK AS A
GANTT CHART
Draw the activity network as a Gantt chart
WHAT IS THE EXPECTED DURATION OF
THE PROJECT

What is the expected duration of the project
ACTIVITY EXPECTED DURATION
PREDECESSOR
Activity Expected Duration Predecessor
Uploaded - PROJECT VI.docx Source - Another student's paper
A 5 DAYS ---- A 5 days ----
B 10 DAYS A
B 10 days A

C 8 DAYS A
C 8 days A
D 1 DAY A
D 1 day A
E 5 DAYS B, C
E 5 days B, C
F 10 DAYS D, E
F 10 days D, E

G 14 DAYS F
G 14 days F
H 3 DAYS G
H 3 days G
I 12 DAYS F
I 12 days F

J 6 DAYS H, I
j 6 days H, I
AN ACTIVITY PRECEDENCE DIAGRAM
· An activity precedence diagram
THE TOTAL PATHS CAN BE CALCULATED
THERE THE FIRST DIAGRAM CAN BE
DEFINED THE OVERALL PATHS WHICH
ARE GIVEN BELOW
The total paths can be calculated there the first
diagram can be defined the overall paths which
are given below

ABEFIJ=5+10+5+10+12+6=48
ABEFGHJ=5+10+5+10+14+3+6=53
ABEFIJ=5+10+5+10+12+6=48
ABEFGHJ=5+10+5+10+14+3+6=53
ACEFIJ=5+8+5+10+12+6=46
ACEFGHJ=5+10+5+10+14+3+6=51
ADFIJ=5+1+10+12+6=34
ADFGHJ=5+1+10+14+3+6=39
ACEFIJ=5+8+5+10+12+6=46
ACEFGHJ=5+10+5+10+14+3+6=51
ADFIJ=5+1+10+12+6=34
ADFGHJ=5+1+10+14+3+6=39

THE 2ND PATH CAN BE CONSTRUCTED
FOR THE CRITICAL PATH WHICH HAVE THE
LONGEST PATH DURATION
The 2nd path can be constructed for the critical
path which have the longest path duration
ABEFGHJ=5+10+5+10+14+3+6=53 ITS
KNOWN AS A CRITICAL PATH FOR THE
GIVEN ACTIVITY
ABEFGHJ=5+10+5+10+14+3+6=53 Its known
as a critical path for the given activity
PRECEDENCE DIAGRAM AND CRITICAL
PATH

Precedence diagram and critical path
END H J G F E B A A J H G E F I START D C
B J END START END END
end H j G F E B A A J H G E F I START D C B
J END START end END
Uploaded - PROJECT VI.docx Source - Another student's paper
USING THE INFORMATION PROVIDED IN
THE GANTT CHART BELOW, CONSTRUCT
THE PROJECT ACTIVITY NETWORK USING
THE ACTIVITY-ON-NODE (AON)
METHODOLOGY, AND LABEL EACH NODE
Using the information provided in the Gantt

chart below, construct the project activity
network using the activity-on-node (AON)
methodology, and label each node
IDENTIFY THE CRITICAL PATH AND OTHER
PATHS THROUGH THE NETWORK
Identify the critical path and other paths through
the network
E, F, G
E, F, G
ACTIVITY DURATION ES EF LS

Activity Duration ES EF LS
A 3 0 3 0
A 3 0 3 0
B 5 3 8 8
B 5 3 8 8
C 7 3 10 3
C 7 3 10 3

D 3 10 13 13
D 3 10 13 13
E 5 8 13 13
E 5 8 13 13
F 4 13 17 13
F 4 13 17 13
G 2 10 12 15

G 2 10 12 15
H 5 17 22 17
H 5 17 22 17
1 PART 1
1 Part 1
0 3 0
0 3 0

8 5 13
8 5 13
3 5 17
3 5 17
13 3 13
13 3 13
17 5 22

17 5 22
13 4 17
13 4 17
3 7 10
3 7 10
15 2 17
15 2 17

ES ID EF
ES ID EF
LS DURATION LF
LS DURATION LF
THE CRITICAL PATH CAN BE CHOOSE
WHICH HAVE THE MINIMUM SLACK AND
THEN FIND THE DURATION OR DELAY OF
CRITICAL PATH FIRST OF ALL WE FIND
THE CRITICAL PATH OF GIVEN ACTIVITY
THE CRITICAL PATH HAVE MINIMUM

SLACK BUT DELAY SHOULD BE
MAXIMUM ,WHICH ARE GIVEN BELOW
The critical path can be choose which have the
minimum slack and then find the duration or
delay of critical path first of all we find the critical
path of given activity the critical path have
minimum slack but delay should be maximum,
which are given below
ACDFH=3+7+3+4+5=22DAYS/MIN WITH THE
CRITICAL POINT OF SLACK THE
FLEXIBILITY OF THE PROJECT IS LIMITED
ACDFH=3+7+3+4+5=22days/min With the
critical point of slack, the flexibility of the project

is limited
Running head: UNIT VI PROJECT
1
Part 1:
UNIT VI PROJECT 6
Unit VI Project
Your Name
Columbia Southern University
Part 1
Develop an in-depth schedule for the project you selected and
used to develop the statement of work and work breakdown
structure in Unit III. Please refer to the Integrated Project in
Chapter 10 on page 363 (Project Scheduling) of the textbook for
more information. Be sure to include the following components:
· an activity precedence diagram,
· an activity duration table, and
· a network diagram and Gantt charts.
Part 2
Please complete Case Study 10.1: Project Scheduling at Blanque

Check Construction on page 360 of the textbook, and answer the
three questions at the end.
Part 3
Develop a network activity chart, and identify the critical path
for a project based on the information provided in the Gantt
chart below. Draw the activity network as a Gantt chart. What is
the expected duration of the project?
Activity
Expected Duration
Predecessor
A
5 days
----
B
10 days
A
C
8 days
A
D
1 day
A
E
5 days
B, C
F
10 days
D, E
G
14 days
F
H

3 days
G
I
12 days
F
j
6 days
H, I
Part 4
Using the information provided in the Gantt chart below,
construct the project activity network using the activity-on-node
(AON) methodology, and label each node. Identify the critical
path and other paths through the network.
Activity
Duration
Predecessors
A
3
--
B
5
A
C

7
A
D
3
B, C
E
5
B
F
4
D
G
2
C
H
5
E, F, G
Activity

Duration
ES
EF
LS
LF
Slack
A
3
0
3
0
0
--
B
5
3
8
8
13
5
C
7
3
10
3
10
--
D
3
10
13
13

13
--
E
5
8
12
13
17
5
F
4
13
17
13
17
G
2
10
12
15
17
5
H
5
17
22
17
22
--

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