Define schedule activity lag
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- Question 38 Given the following activity network: (3 activities, A1, A2, A3; arrows point from A1 to A2 , A1 to A3, and A2 to A3) 38.docx Actions Activity A1 takes 6 weeks, A2 takes 9 weeks, and A3 takes 3 weeks. What is the earliest start time of A3? Group of answer choices 15 weeks 13 weeks 12 weeks 9 weeksQuestion 39 Given the following activity network: (3 activities - A1, A2 & A3; arrows point from A1 to A2 and A1 to A3) 39-1.docx Actions Activity A1 takes 6 weeks, A2 takes 9 weeks, and A3 takes 3 weeks. What is the slack of A3? Group of answer choices 8 weeks 6 weeks 7 weeks 0 weeksQuestion content area Part 1 A renovation of the gift shop at Orlando Amway Center has six activities (in hours). In the following table, the estimates of a, m, and b times for each of the activities are listed: Activity a m b A 10 16 19 B 26 31 41 C 18 18 18 D 8 14 20 E 17 18 20 F 16 20 23 Part 2 Based on the activity time estimates, the expected times for each of the activities are (round your responses to two decimal places): Part 3 Part 4 Part 5 Part 6 Part 7 Part 8 Based on the activity time estimates, standard deviation for each of the activities is (enter your responses rounded to two decimal…
- Question 01 Activity Preceding activity Activity duration A - 6 B - 3 C B 1 D A, C 2 E B 5 F D 2 G E, F 6 Draw an AOA diagram based on the activities and their relationships given in the table. Find the earliest start time (ES), earliest finish time (EF), latest start time (LS), latest finish time (LF), and Slack time for each activity of the project. Determine the slack time for each path. Find the critical activities and critical path. Determine the length of the project. NOTE: If you have restrictions in answering multiple sub-parts, please answer only 5,4,3, and exclude 1,2QUESTION FOUR (4) a. Why do you think schedule issues often cause the most conflicts on projects? b. Why is it important to determine activity sequencing on projects? c. Explain the following schedule development tools and concepts: i. Gantt charts ii. Critical path method iii. Program Evaluation Review Technique (PERT)Question 2 Given the information of a project in the Table 2 below. Note that the project is completed when activity F and G are completed. Table 2 Activity Dependency Time (months) A - 4 B - 6 C A 2 D A 6 E C,B 3 F C,B 3 G D,E 5 1. Find the activity schedule for the project. Fill Earliest Start (ES), Earliest Finish (EF) and Latest Start (LS) and Latest Finish (LF) times in the empty boxes of the diagram below. 2. Find the critical path of the project. 3. Find out project time. 4. In many practical situations, activity times are not known exactly. Explain how you may deal with situations where activity times are…
- SIMPLE PERT question Expected Time fot the critical path on a PERT network is 18.2 weeks, and the critical path variance is 4. 1. The project was supposed to be done in 16 weeks. How do I find probability that the project will be finished on or 16 weeks? 2. Suppose I can adjust the project to set a deadline so that 98% of the time, it would be on time. How do I find deadline required to reach that level? 3. Ignoring 1 and 2, use original numbers of 18.2 weeks expected time and Variance of 4.. The company will pay $100,000 fine if project is not done in 21 weeks. How much would the ocmpany be willing to pay (in terms of insurancE) given their chances of having to pay that $100,000 fine?Define the Late start schedule?Question: A firm is planning a project which consists of the following ten jobs and precedence relations are identified with their node numbers: Jobs (i-j) 1-2 1-3 2-3 2-4 2-5 3-5 4-7 5-6 6-7 7-8 Durations (days) 9 5 12 7 8 11 10 3 4 6 a. Draw an arrow diagram representing the project.b. Determine the critical pathc. What is the duration of the project?
- Question 3 Given the information of a project information is given in Table 2 and the project diagram showing precedence relationships of the activities. Table 2 Activity Dependency Time (weeks) A - 3 B - 3 C A 2 D A 8 E C,B 5 F C,B 5 G D,E 7 1. Find the activity schedule for the project. Fill Earliest Start (ES), Earliest Finish (EF) and Latest Start (LS) and Latest Finish (LF) times in the empty boxes of the diagram below. 2. How long the activity G can be delayed without delaying the project? 3. Can activity B be delayed without delaying the project? If so for how long?QUESTION 1 The following information is available for a large fundraising project. Activity Activity Time (days) Activity Cost ($) Immediate Predecessor(s) A 3 100 -- B 4 150 -- C 2 125 A D 5 175 B E 3 150 B F 4 200 C, D G 6 75 C H 2 50 C, D, E I 1 100 E J 4 75 D, E K 3 150 F, G L 3 150 G, H, I M 2 100 I, J N 4 175 K, M O 1 200 H, M P 5 150 N, L, 0 Determine the critical path and the expected completion time of the project. Plot the total project cost, starting from Day1 to the expected completion date of the project, assuming the earliest start times for each activity. Compare the result to a similar plot for the latest start times. What implication does the time differential have for cash flows and project scheduling?Question 3 Given the information of a project information is given in Table 2 and the project diagram showing precedence relationships of the activities. Table 2 Activity Dependency Time (weeks) A - 3 B - 3 C A 2 D A 8 E C,B 5 F C,B 5 G D,E 7 1. Find the activity schedule for the project. Fill Earliest Start (ES), Earliest Finish (EF) and Latest Start (LS) and Latest Finish (LF) times in the empty boxes of the diagram below.