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- Example 2.39 Table 2.119 provides normal and crash times as well as normal and crash costs for the activities of a project. Table 2.119 Project activity details Activity Normal Time (Weeks) Normal Cost (Lakhs) Crash Time (Weeks) 1-2 3 5 2-3 4 8 2-4 3 4 2-5 8 S 3-6 4 3 4-6 6 2 5-7 5 10 6-7 3 7 1 3 2 7 2 4 4 1 Crash Cost (Lakhs) 9 14 6 6 5 3 14 10 Project Network Analysis-1 | 141 (a) Draw the network and find the critical path. (b) Using the above information, crash or shorten the activities step by step until the shortest duration is reached. MMM, VI Sem, Mumbai Univ, 2006Waht is the implication of nutrition and hygiene programs as part of occupational health. Create a program proposal for this which includes objectives, procedures, persons involved with job description, diagram, referral system with criteria, and possible budget proposal for these programs2:30 PM ě 0.3KB/s 1ll 54 4G+ 00:15:12 Remaining Multiple Choice The primary difference between PERT and CPM is that CPM uses probabilities on the activity times and PERT does not. O. PERT considers activity costs and CPM does not. PERT can assign probabilities to activity times and CPM does not. CPM considers activity costs and PERT does not. 5 of 20 II
- Case STUDY ANALYSIS CREATION OF A NEW PROJECT Our Head of quality (that we will call Mr L.) suggested that the company needed to improve the planning and scheduling of the machining and tooling department. All companies that have machine production do this, and we already had someone scheduling this department (Mr M.), but we needed someone that could do it much more in detail and ahead of time. Eventually, the supervisor of the machining department(Mr S.) was elected to be the best person for this job, so the CEO of the company decided that Mr M. had to train Mr S. and explain the method he followed for the planning. Mr M. is known to be someone that likes to work the way he wants to work! In other words, he is not known for being someone that listens to other people’s opinion, so Mr S. (much younger) had some difficulty getting information out of Mr M. This problem had been planned. In fact, before this project started there had been at least two separate meetings, one together with…“Savvy project managers develop a set of procedures to collect information on schedule performance, work-effort expended, expenditures, and perhaps other project aspects” (Meredith et al) Including tasks for project status in the Gantt chart, (PMBOK) is another smart move to ensure the activities needed to monitor and control the project are not overlooked and the appropriate resources are available for monitoring and controlling. The use of earned value analysis is another great option as it is noted as being a “popular and useful data analysis tool that determines where a project stands, budget- and schedule-wise by only tracking expenditures.” (Portny, et al., 2008). Is EVA your preference? Why or why not?Weighted-Average Method Arsenio Company manufactures a single product that goes throughtwo processes, mixing and cooking. The following data pertain to the mixing department for August:[LO 6-2, 6-5][LO 6-2, 6-3, 6-4]Work-in-Process Inventory, August 1Conversion: 80% complete 34,000 unitsWork-in-Process Inventory, August 31Conversion: 50% complete 30,000 unitsUnits started 66,000Units completed and transferred out ?CostsWork-in-Process Inventory, August 1Material X $ 64,800Material Y 88,100Conversion 119,880Costs added during AugustMaterial X 152,700Material Y 135,900Conversion 305,120Material X is added at the beginning of work in the mixing department. Material Y is also added in themixing department, but not until units are 60% complete with regard to conversion. Conversion costs areincurred uniformly during the process. The company uses the weighted-average cost method.Required1. Calculate the equivalent units of material X, material Y, and conversion for the mixing department.2.…
- 11) find the early and late start of activity D for the project START a) ES = 12, LS 15 b) ES = 13, LS 22 LEES = 19, LS = 24 A (12) B(4) C(T) E (9) F(12) D (13) H (6) G (11)Time estimates Expected Variance Activity Optimistic Most Likely Pessimistic Time (ET) (0²) a A 31 B 44 C 48 72 D 22 34 Assume each time estimate consists of one data point Start m 40 50 60 31 b 49 56 B D End 2) What is the estimated Standard Deviation in the time for activity C? (Round to the nearest whole number) A. 0 days B. 4 days C. 9 days D. 10 days E. 33 days1.Create the PERT -CPM on the following process. 2.Give the forward and backward pass 3.Determine the critical path. 4.Draw the its critical path. Process of Organizing a Pageant Competition TASK C G H DESCRIPTION OF ACTIVITY Create a timetable sched Plan themes and regulations Arrange catwalk setup Promote the event Market and vend tickets Secure judging panels Establish a makeup station Acquire prizes Ensure seamless pageant day Declare top scorer as the Winner Predecessor A A C D. F E, G HI Time (minutes) 12 A 8 10 9 16
- nity College | Pima x B Module 12 Practice Assignment 6 Question 1- Module 12 Practice x A ezto.mheducation.com/ext/map/index.html?_con=con&external_browser=D0&launchUrl=https%253A%252F%252Flms.mheducation.com%252Fmghmiddleware%252Fr ediStay v4 E New Scorpion O Redistay - (Unknown) U Ulitpro -New e Scorpion (UAT) 5) Springfield - Home inContact Dashboards RediStay v4 (UAT) -... lodule 12 Practice Assignment_Ch.17 i Saved 1 Challenge Problem 17-25 (Static) [LU 17-2 (2)] A delivered price (including attachments) of a crawler dozer tractor is $135,000 with a residual value of 35%. The useful life of the tractor is 7,700 hours eBook Print a. What is total amount of depreciation allowed? References Total amount b. What is the amount of depreciation per hour? (Round your answer to the nearest cent.) Amount of depreciation per hourTable P Immediate E[T] Activity Predecessor (Days) A 10 7 C A & B C 11 E C 15 F D&E G 8 D & G 10 What are the values of the slack for activities B and F? Select one: B = 0 & F = 0 Ob. B = 0 & F =3 Oc. B = 3 & F = 3 B = 3 & F =0 29°C EliteBa siag positive pause breok scroll f6 f7 0 f8 f9 f10 困 f11 f12 num k1.The chief engineer of firm XYZ is responsible for supervising the construction work of a road. He has identified the activities and their durations for each stage of operation. Activity Duration (days) Preceding activities A 5 - B 10 - C 1 - D 8 B E 10 B F 9 B G 3 A,D H 7 A,D I 4 F J 3 F K 5 C,J L 8 H,E,I,K M 4 CJ Draw a network diagram (AOA) for this road construction project. Which are the critical activities? How long the project will take?