

Study with the several resources on Docsity
Earn points by helping other students or get them with a premium plan
Prepare for your exams
Study with the several resources on Docsity
Earn points to download
Earn points by helping other students or get them with a premium plan
Community
Ask the community for help and clear up your study doubts
Discover the best universities in your country according to Docsity users
Free resources
Download our free guides on studying techniques, anxiety management strategies, and thesis advice from Docsity tutors
A detailed analysis of a project management scenario, including the construction of a network diagram, determination of the project completion time and critical path, and a cost-effective crashing strategy to reduce the project duration. Key project management concepts such as activity duration estimation, earliest start and finish times, latest start and finish times, and critical path identification. It also demonstrates the application of the pert (program evaluation and review technique) method to optimize the project timeline and cost. This comprehensive analysis can be valuable for students and professionals studying or working in the field of project management, as it offers insights into the practical implementation of project planning and control techniques.
Typology: Assignments
1 / 3
This page cannot be seen from the preview
Don't miss anything!
A project consist of the following activities and estimated time as shown below. a.) Construct a network diagram b.) Determine the project completion time and critical path Activity LEGEND: A - 5 6 18 8 ES Earliest Start B A 8 8 19 10 EF Eartliest Finish C A,B (^3 5 12 6) LS Latest Start D B,C (^6 9 14 9) LF Latest Finish E D 3 4 10 5 F E (^3 3 9 4) ACT START
Te = (To+4Tm+Tp)/6 8 Te Activity A A = (5 + 4x6 +18) / 6 = 7.83 or 8 Activity B B = (8 + 4x8 +19) / 6 = 9.83 or 10 ACTIVITY^ ES^ LS Activity C C = (3 + 4x5 +12) / 6 = 5.83 or 6 A 0 0 Activity D D = (6 + 4x9 +14) / 6 = 9.33 or 9 B^8 Activity E E = (3 + 4x9 +10) / 6 = 4.83 or 5 C^18 Activity F F = (3 + 4x3 + 9) / 6 = 4.00 or 4 D^24 E 33 33 F 38 38 CRITICAL P A A A Intermediate Predecessor Optimistic Time (To) Most Probable Time (Tm) Pessimistic Time (Tp) Expected Time (Te) Solution Notes: A.) For the first Activity or Activity A, the earliest start (ES) is always equal to 0 B.) The estimated times (Te) have been plotted below the Activity label. Notice that activity A has a Te of 8, which was computed using the formula shown in slide number 3. C.) Earliest finish (EF) for Activity A is Te + ES, thus, 8+0 = 8 E.) For Activity B, the ES is the EF of the preceeding activity A, thus, 8 F.) For Activity B, the EF is Te+ES, thus, 10+8 = 18 G.) For Activity C, the ES is 18 which is the EF of Activity B. Notice that Activity C is connected to both A and B. In cases like this, and with a forward pass, the rule is to select the higher EF. EF of A is 8 while EF of B is
Earliest Start Eartliest Finish (^) ACT ES EF Latest Start B 8 18 Latest Finish 10 8 18 Te LS LF ES EF ACT ES EF ACT ES EF ACT ES EF ACT ES EF 0 8 C 18 24 D 24 33 E 33 38 F 38 42 0 8 6 18 24 9 24 33 5 33 38 4 38 42 LS LF Te LS LF Te LS LF Te LS LF Te LS LF ST EF LF ST (^) Using the normal time, crash the project for five days. Below are the information. 0 8 8 0 0 18 18 0 0 24 24 0 ACTIVITY 0 33 33 0 (^0 38 38 0) A 8 5 3 (^0 42 42 0) B 10 7 3 C 6 2 4 CRITICAL PATHS D 9 6 3 B D E F E 5 3 2 C D E F (^) F 4 1 3 B C D E F PERIOD PATH n = 0 1 2 3 4 A,B,D,E,F 36 35 34 33 32 A,C,D,E,F 32 31 30 29 28 A,B,C,D,E,F 42 41 40 39 38 ACTIVITY CRASHED D^ D^ D^ F COST 1,000 1,000 1,000 2, Normal Time (Te) Crash Time (CT) Crash Period Available Day (Te - CT)