Given that the project activity forinstalling system has earliest start onweek 4 and latest start on week 8. Ifthe activity start early, it will befinished on week 12 or otherwise itwill finish on week 16. Calculate theindependent float for that activity.O 8 weeksO 1 weekO O weekO 4 weeks

Independent float is defined as the spare time available in an activity which is neither affected by…

Answered: Given that the project activity for…

Practical Management Science

6th Edition

ISBN:9781337406659

Author:WINSTON, Wayne L.

Publisher:WINSTON, Wayne L.

Chapter2: Introduction To Spreadsheet Modeling

Section: Chapter Questions

Problem 20P: Julie James is opening a lemonade stand. She believes the fixed cost per week of running the stand...

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An activity originally estimated to cost $100,000 and require 30 weeks to complete. Now the activity is on week 10 and $35,000 were spent and is 40% completed. What is the BCWS for this activity?
create a network for planning and construction of the new hospital at Arnold Palmer
How is slack/float calculated? Latest finish date – duration Latest start date – earliest start date Earliest start date + duration earliest start date - Latest start date
Saint Teresa's Hospital is looking to implement a new ERP system. Russell Trent has been developing a project plan and has identified the following tasks, precedence relations, and normal task durations. Task Pred Mean Std Var Start 0 0 0 A Start 20 19.4 376.36 B A 14 11.34 128.5956 C A 45 34.65 1200.623 D A 15 11.55 133.4025 E B,C,D 7 6.72 45.1584 F E 37 42.55 1810.503 G E 27 27.27 743.6529 H E 43 14.62 213.7444 I E 28 19.04 362.5216 J F,G,H,I 13 13.52 182.7904 End J 0 0 0 Because Russell has studied project management at the University of Portland, he knows that the he should incorporate a time buffer into any estimates for the project's makespan. If Russell wants to quote a 92% makespan: Quoted Makespan = Time Buffer =
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CASE : PRIORITY RULES AT TRYTECH LIMITEDBrillian Carkenea , managing partner at a Trytech consulting firm, has requested your expertadvice in devising the best schedule for the following consulting projects, starting on July 2.Description of Consultation Call Received Due Date(close of business)Task Length(Days)Company Date TimeI 8 Mitville July 1 8:00 AM July 10II 4 Pointech July 1 9:00 AM July 8III 2 Letwork July 1 10:00 AM July 9IV 5 Chem Services July 1 11:00 AM July 15V 1 Zap Research July 1 1:00 PM July 7VI 6 Select Pro July 1 2:00 PM July 14VII 3 Opher & Sons July 1 3:00 PM July 6VIII 7 Azolph Group July 1 4:00 PM July 12The consulting firm charges a flat rate of $5,000 per day (e.g. If the length of a consultancy = 9days, the fee charged to that company = $45,000 ($5,000 x 9). All eight firms impose fines forlateness. Mitville charges a $375-per-day fine for each day that the completion of the consultingwork is past the due date; Pointech charges a fine of $400-per-day for…
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How precisely does project scheduling differ from continuous operations scheduling?
ACTIVITY WK(S) PRECEDES CRASH COST/WEEK A(START $370 $120 $220 1 $140 F(END) 3 $400 Suppose that Rafay is only given 8 weeks (instead of 10) to complete the project. By how many weeks should each activity be crashed in order to meet the deadline? Assume that you can crash an activity down to 0 weeks duration. Activity Each Activity Should be Reduced BY (weeks) A O week(s) B1 week(s) C 2 week(s) E O week(s) F Oweek(s) What is the total crashing cost? $ nothing (Enter your response as a whole number.) PLEASE SHOW ME HOW TO GET THE CALUCLATION ON MY OWN SHOW YOUR STEPS i DO KNOW THAT CC-NC/NT-CT BUT I DONT KNOW WHAT FIGURES GOES WHERE AND WHY B с E 3 2 4 B,C E F F
A Company wants to execute a project within 95 weeks. This project includes 10 activities (labeled A, B, ..., J), where their precedence relationships are shown in the following table: Predecessor Normal Crash Normal Cost Crash Cost Activity Activity Time(weeks) Time(weeks) (in million S) (in million S) A 32 28 160 180 В 28 25 125 146 C A 36 31 170 210 D B 16 13 60 72 E 32 27 135 160 B 54 47 215 257 D 17 15 90 96 H E,G 20 17 120 132 E,G 34 30 190 226 F.C 18 16 80 84 a) Draw the project network according to the previous table. (b)Find all possible paths and the corresponding lengths to finish the project. (c) Which is the critical path and what is its length? (d) Determine the least expensive way to crash activities to reduce overall duration to 95 weeks using Marginal cost analysis.

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