
17. The types of float in a CPM schedule are a. free Float b. negative Float...
CME403/603 Scheduling and Project Control (10 pts PDM) For the following PDM schedule, manually perform CPM calculation to show items as on legend (key) node - ES, EF, LS, LF, TF, SF and FNF. Highlight critical path(s). 2. 25 8 8 D 11 | 42 46 34 42 3 8 1 3 B 10 C T 16 10 18 29 40 37 Start Finis h 2 0 0 9 12 37 G 24 10 12 4 Legend ES Activity N...
5 & 17. For the following schedule, draw the node network, perform the CPM calculations, mark the critical path, and complete the table. Repeat exercise 5 with an imposed finish date of 26 and then 35 days. Activity Duration IPA ES EF LS LF TF FF A 6 - B 2 - C 9 - D 4 A, B E 7 B F 5 D G 10 D, E H 8 C, F, G I 3 C, G J 2...
Schedule the following activities using CPM: ACTIVITY IMMEDIATE PREDECESSOR TIME (WEEKS) A — 1 B A 4 C A 3 D B 2 E C, D 5 F D 2 G F 2 H E, G 3 b. What is the critical path? A-B-D-F-G-H A-C-D-F-G A-C-E-H A-B-D-E-H c. How many weeks will it take to complete the project? Number of weeks d. Which activities have slack, and how much? D, 2 weeks; G, 1 week; and H, 1 week....
11. In CPM/PERT, an activity that is on the critical path A. has equal values for "Latest Start" and "Earliest Start" ( LS = ES ) B. has equal values for "Latest Finish" and "Earliest Finish" ( LF = EF ) C. is used in calculating total project duration D. has slack equal to zero E. all of the above 12. In CPM/PERT, the critical path through the network A. will require the most time of any path B. will...
3 & 15. For the following schedule, draw the node network, perform the CPM calculations, mark the critical path, and complete the table. Repeat exercise 3 with an imposed finish date of 15 and then 20 days. Activity Duration IPA ES EF LS LF TF FF A 2 - B 4 A C 6 A D 9 A E 5 B F 7 B, C G 3 D, E, F
7- A simple CPM network has three activities, A, B, and C. A is an immediate predecessor of B and of C. B is an immediate predecessor of C. The activity durations are A=4, B=3, C=8. Define the critical path (CPM)
From this schedule of activities: Activity Immediate Predecessor Activity Time A --- 4 B A 2 C B 3 D B 5 E A 1 F C, D 3 G E, F 2 a. Draw the PERT/CPM network b. Complete the forward and backward pass c. Determine the critical path d. Determine the total duration of the project.
I need help with the following problem. Schedule the following activities using CPM. ACTIVITY Immediate Predecessors Time in Weeks A ---- 2 B A 5 C A 4 D B 3 E C, D 6 F D 3 G F 3 H E, G 4 Draw the network diagram below using the square activity I have provided. Just select the object, then copy it and paste how many you need and then arrange them in the order you need and...
Schedule the following activities using CPM: Table 2 ACTIVITY IMMEDIATE PREDECESSOR TIME (WEEKS) A — 8 B A 4 C A 4 D C 8 E B, D 2 F D 6 G E, F 2 Question 25 (1 point) What is the critical path? (Show your diagram and calculations) Question 25 options: A-C-D-E-G A-B-E-G A-B-D-E-G A-C-D-F-G A-B-D-F-G How many weeks will it take to complete the project? What is B slack time?
A simple CPM network has three activities, A, B, and C. A is an immediate predecessor of B and of C. B is an immediate predecessor of C. The activity durations are A=4, B=3, C=5. The network has no critical path. The critical path cannot be determined without knowing PERT expected activity times. The critical path is A-C, duration 10.5. The critical path is A-B-C, duration 9. The critical path is A-B-C, duration 12.