Consider the following data for a project to install a new server at the Northland Pines High School: Activity A B G Activity Time (days) Immediate Predecessor(s) 3 5 56 6 A A
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- Normal Time Problem 1 You are the manager of a project to improve a billing process at your firm. The following table contains the data you will need to conduct crashing of the project duration. Indirect costs are $1,600 per week, and penalty costs are $1,200 per week after Week 12. Activity Immediate Predecessor(s) Crash Time (weeks) Normal (Direct) Cost Crash Cost (weeks) ($) ($) A 4 1 5,000 8,000 B 5 2 8,000 11,000 C A 1 1 4,000 4,000 Ꭰ B 6 3 6,000 12,000 E B, C 7 6 4,000 7,000 F Ꭰ 7 6 4,000 7,000 What is the optimum choice for project duration?1.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?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, 2006
- Consider the following data for a project to install a new server at the Northland Pines High School: Activity Time (days) 1 a. Choose the correct network diagram below. O A. Activity A BCDEFGH- с Н I J Q OU 4 5 4 1 7 3 2 3 6 Immediate Predecessor(s) B. A A B B B. C D, E F F G, H, I the E-Q2 20-010EX6-12 (Algo) You are creating a customer database... You are creating a customer database for the Lehigh Valley IronPigs minor league baseball team. Given the information below, complete the forward and backward pass, compute activity slack, and identify the critical path. How long will this project take? ABCDACHSX K L Description Systems Subsystem A design Subsystem B design Subsystem C design Program A Program B Program C Subsystem A test Subsystem B test Subsystem C test Integration Integration test days. Predecessor None A A A B с D E F G H, I, J K Time (days) 7 3 1 3 5 15 5 3 3 5 3Mailings Review View me E E • E = AaBbCcDc Aa AaBbCcDdEe AaBbCcDdEe Normal No Spacing Heading 1 Paint Window Install Sills (2) Windows (2) Remove Siding Add New Siding Paint Exterior (2) (4) (2) 1 Install Interior (2) Remove Floor (1) 4 Install New Floor (4) Instructions: The network diagram above (activity on arrow) shows the activities needed to complete a project to remodel a storage shed. The activities are listed as well as the time (in days) it will take to complete them. Use this information to find the following values for each of these activities: early start time, early finish time, late start time, late finish time (Probably best to do in an Excel file). Based on this, find the slack time for each activity and identify the critical path. 2.
- 2:30 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 IIEnvironment Recycling, Inc. must clean up a large automobile tire dump under a state environmental cleanup contract. Suppose that some of the activities in the Environment Recycling, Inc. project can be crashed.The table below shows the crash times and costs associated with performing the activities at their original (normal) times and also for the crash times (all times are in weeks). Normal Crash Normal Crash Activity Predecessor(s) Time Time Cost Cost A — 6 5 $490 $640 B A 9 7 1,800 2,400 C A 8 7 860 1,060 D — 7 6 620 920 E B, C, D 9 7 1,900 2,300 F D 4 2 820 1,320 G D 4 3 620 870 H E 5 4 500 710 I F, G, H 7 5 950 1,550 Choose the correct network for the project. The correct network is C . Identify the critical path. The critical path is A-B-E-H-I. What is the total project completion time? Round your answer to the nearest whole number. ___ weeks What is the lowest cost solution if…21. The following table provides the information necessary to construct a project network and project crash data: Activity (i, j) Activity Predecessor Activity Time (weeks) Normal Crash Activity Cost Normal Crash a (1,2) --- 16 8 $2000 $4400 b (1,3) --- 14 9 1000 1800 c (2,4) a 8 6 500 700 d (2,5) a 5 4 600 1300 e (3,5) b 4 2 1500 3000 f (3,6) b 6 4 800 1600 g (4,6) c 10 7 3000 4500 h (5,6) d, e 15 10 5000 8000 a. Construct the project network b. Manually crash the network to 28 weeks Note:- Do not provide handwritten solution. Maintain accuracy and quality in your answer. Take care of plagiarism. Answer completely. You will get up vote for sure.
- The following table contains information related to the major activities of a research project. Use the as for d dif- 17.13 SO information to do the following: ty of ents 1. Draw a precedence diagram using AOA. b. Find the critical path. c. Determine the expected length of the project. low ats 6 y of Immediate Expected Time (days) Activity Predecessor na C a 8 and C ect 7 a jes e hi- f e 10 i b, d ts. 8 f, i nd he 1 g h ay to 17 k rs end k, m01) The utility data for a network are given below: Activity Duration (Days) 0-1 1-2 1 -3 10 2-4 6. 2 -5 3 3-4 3-6 4-7 5 5-7 6-7 8. REQUIRED:- I. Draw a Network II. Calculate Earliest Start Time, Earliest Finish Time, Latest Start Time and Latest Finish Time for all activities. II. Find the critical path and project duration. IV. Tabulate Total Float, Free Float and Independent Float. 7,Ross Hopkins, president of Hopkins Hospitality, has developed the tasks, durations, and predecessor relationships in the following table for building new motels Time (weeks) Time (weeks) Immediate Predecessor(s) CE Activity A B C D E F a 4 1 9 5 1 6 m 9 9 14 6 2 9 b 10 24 18 10 4 21 Immediate Predecessor(s) A A A B C, E Activity a 3 2 G H 1 J K a) The expected (estimated) time for activity C is weeks. (Round your response to two decimal places) b) The variance for activity C is weeks. (Round your response to two decimal places) c) Based on the calculation of the estimated times, the critical path is 7 6 3 m 3 2 7 8 3 D 4 2 7 12 4 F F D. G. H 1.J d) The estimated time for the critical path is weeks. (Round your response to two decimal places) e) The activity variance along the critical path is weeks (Round your response to two decimal places) Using the standard normal table, the probability that Hopkins Hospitality will finish the project in 40 weeks or less is (Enter as a probability…