Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8 Start 0 10 2 Set-up Site 1 2 3 (1,1) 0 14 5 Proc. RFT 055 (0,0) 2 20 4 Exc. Left 5 27 (3,3) 2 40 5 Exc. Centre 6 39 (4,4) 2 30 4 Exc. Right 325 (1,1) 5 50 7 Found. Left 7 29 (2,2) Critical Path Method 7 80 11 Abut. Left 9 4 13 (2,2) 5 70 7 Found. Cent. 7 100 13 9 2 11 (4,4) 11 140 21 Fill Left 13 10 23 21 160 24 Road Left 23 3 26 (2,2) (2,2) Pier 11 6 17 13 110 14 Left Beam 17 1 18 (4,4) 14 120 15 (4,4) 5 60 7 Found. Right 527 7 90 11 → Abut. Right Right Beam 74 11 17 1 18 (0,0) (3,3) (0,0) 14 155 22 Deck Slab 18 8 26 (4,4) 26 180 28 Surfacing 26 2 28 (0,0) 22 190 24 Handrail 26 2 28 (4,4) 28 200 29 Clear Site 28 1 29 (0,0) 0 16 10 Proc. Beams 7 10 17 (7,7) 11 150 23 Fill Right 11 12 23 (0,0) 23 170 26 Road Right 23 3 26 (0,0) ES Code EF Description LS Dur. LF (TF, TF)
Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8 Start 0 10 2 Set-up Site 1 2 3 (1,1) 0 14 5 Proc. RFT 055 (0,0) 2 20 4 Exc. Left 5 27 (3,3) 2 40 5 Exc. Centre 6 39 (4,4) 2 30 4 Exc. Right 325 (1,1) 5 50 7 Found. Left 7 29 (2,2) Critical Path Method 7 80 11 Abut. Left 9 4 13 (2,2) 5 70 7 Found. Cent. 7 100 13 9 2 11 (4,4) 11 140 21 Fill Left 13 10 23 21 160 24 Road Left 23 3 26 (2,2) (2,2) Pier 11 6 17 13 110 14 Left Beam 17 1 18 (4,4) 14 120 15 (4,4) 5 60 7 Found. Right 527 7 90 11 → Abut. Right Right Beam 74 11 17 1 18 (0,0) (3,3) (0,0) 14 155 22 Deck Slab 18 8 26 (4,4) 26 180 28 Surfacing 26 2 28 (0,0) 22 190 24 Handrail 26 2 28 (4,4) 28 200 29 Clear Site 28 1 29 (0,0) 0 16 10 Proc. Beams 7 10 17 (7,7) 11 150 23 Fill Right 11 12 23 (0,0) 23 170 26 Road Right 23 3 26 (0,0) ES Code EF Description LS Dur. LF (TF, TF)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
(Introduction to Construction Engineering and Management CVE 310).Construct the network for the shown project and find the total project duration using the CPM Method.(same to the example that shown in pictures)
Transcribed Image Text:Construct the network for the shown project and find the total project
duration using the CPM Method.
Duration
Activity
Pred.
(Weeks)
A
14.0
B
11.3
C
A
21.2
DEFGH
A
15.0
B
15.3
B
15.8
C, E
13.2
C, E, F
14.0
1
C, E, F
30.8
J
D
11.2
K
D
1.0
L
G, J, H
9.2
M
K
8.8
Transcribed Image Text:Start
0 10 2
Set-up Site
1 2 3
(1,1)
0 14 5
Proc. RFT
055
(0,0)
2 20 4
Exc. Left
5 27
(3,3)
2 40 5
Exc. Centre
6 39
(4,4)
2 30 4
Exc. Right
325
(1,1)
5 50 7
Found. Left
7 29
(2,2)
Critical Path Method
7 80 11
Abut. Left
9
4 13
(2,2)
5 70 7
Found. Cent.
7 100 13
9 2 11
(4,4)
11 140 21
Fill Left
13 10 23
21 160 24
Road Left
23 3 26
(2,2)
(2,2)
Pier
11 6 17
13 110 14
Left Beam
17 1 18
(4,4)
14 120 15
(4,4)
5 60 7
Found. Right
527
7 90 11
→ Abut. Right
Right Beam
74
11
17 1 18
(0,0)
(3,3)
(0,0)
14 155 22
Deck Slab
18 8 26
(4,4)
26 180 28
Surfacing
26 2 28
(0,0)
22 190 24
Handrail
26 2 28
(4,4)
28 200 29
Clear Site
28 1 29
(0,0)
0 16 10
Proc. Beams
7 10 17
(7,7)
11 150 23
Fill Right
11 12 23
(0,0)
23 170 26
Road Right
23 3 26
(0,0)
ES Code EF
Description
LS Dur. LF
(TF, TF)
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