(Introduction to Construction Engineering and Management CVE 310).Construct the network for the shown project and find the total project duration using the CPM Method. Construct the network for the shown project and find the total projectduration using the CPM Method.DurationActivityPred.(Weeks)A14.0B11.3CA21.2DEFGHA15.0B15.3B15.8C, E13.2C, E, F14.01C, E, F30.8JD11.2KD1.0LG, J, H9.2MK8.8

D1= dummy activitycritical Path A-C-D1-I = 14 + 21.2 + o + 30.8 = 66 (maximum-> project duration)…

Answered: Construct the network for the shown…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q1: Determine the duration of project for the activities shown below, and find the critical path by using (Arrow network) Activity B D F H. K M R Duration 4. (Weeks) 8. 7. 8. 11 8. Followed C,D D,F ,E J.H OKM I,K M R by 1w. 141 4, 91 41 JI 8. 3, 3. 16
Use PERT techniques to find project duration , Te , Tl and critical path
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Example 5.2 Perform the forward and backward passes on the precedence network shown in Figure 5.26, on the basis of the following: interruptible activities and contiguous activities. 3 10 PS D. 28 3. 12 14 B 12 10 20 Figure 5.26 Network for example 5.2 <으
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Q3) For the following schedule, draw the node network, perform the CPM calculations, mark the critical path, and complete the table. Activity A В BCD с EFG I H Duration IPA 7964 426 3 A A B B B, C D E F, G Lag 2 3 ES EF LS LF TF FF
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Instructions. For the given data, provide the following. Complete Network Diagram highlighting the critical path and showing ES, LS, EF, LF Identify the paths, their duration and slack Provide the table showing ES, LS, EF, LF. TF. FF and remarks. Given: A, B, and Care starting activities D follows A while E follows C B. D and E precede J Kand F cannot start until B, D and E are completed • G follows C and precedes H and I H and I cannot proceed until Fis completed Lfollows K and precedes N • J precedes P, M and S H. I. and P must be completed before Q can start Land M must be completed before N can start O follows N while R follows Q R,O and S are ending activities Dummy activity x is provided after activity I NORMAL TIME ACTIVITY ES LS EF LF TF FF REMARKS 12 5n 3. 4. 10 M. 6. 3.
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Problem no.1 A. Construct a precedence diagram. B. On the diagram, compute the four schedule dates (ESD, EFD, LSD, LFD) and the four floats (TF, FF, INTF, and IDF) for each activity, and the lag for each link. C. Identify the critical path ACT DUR PREDECESSORS B 5 В 15 M.N N,Q 1 AF.X F 6 5 X.F 10 V 5 Y,S V.T.J U 10
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Construct the network for the shown project and find the total project duration using the CPM Method. Duration Activity Pred. (Weeks) A 14.0 B 11.3 C A 21.2 DEFGH A 15.0 B 15.3 B 15.8 C, E 13.2 C, E, F 14.0 1 C, E, F 30.8 J D 11.2 K D 1.0 L G, J, H 9.2 M K 8.8