Question: Create the ES EF LS LF (early start early finish late start late finish) for those events Activity Immediate Predecessor m b te Variance -

Create the ES EF LS LF (early start early finishCreate the ES EF LS LF (early start early finishCreate the ES EF LS LF (early start early finishCreate the ES EF LS LF (early start early finishCreate the ES EF LS LF (early start early finish late start late finish) for those events

Activity Immediate Predecessor m b te Variance - A B D > | 2312 Ooll 2 3 4 3 ) 3. 4 5 4 0.11 45 126 1.78 1 315 3 6.44 34 5 5 6 1317 1.78 8 9 10 9 o.ll 4 56 5 0.) 1 A B . C D G H, I 1.78 Here, ma Q: Optimistie time Most likely time bz Pessimistic time te= Expected time te= at4mth 6 Variance = (b-a)2 Standard deviation = Variance co 1201 1 Page No. Date $10 2 STED olo 1811910 $ WIR ostetos w stol 170 ST. 171181 START LOB 13 135 8 a N STAL ST=1 1951 TIS Each node is represented as a ES Activity EF ILS Duration LF E se forly stast time FE- Early Finish time LS = Late Staut time LF = Late finish time ST= Slack time. Possible Path Variance Duration A-D-H-I B-E-H-I B-F-I-I C-G-I-I 2 2 0.66 2 2 1.414 0.81 1.414 11.4014 18 weeks 16 weeks 14 weeks 17 weeks o Since; critical path is the longest path. So, critical path A-D-H-J Activities in critical path = A,D, H, J Expected project completion time =18 weeks Mean project completion time (M)=18 weeks a m t Activity ID A Predecessor None b 3 1 2 2 B None 2 3 4 3 4 variance Standard Deviation 0.111111 0.333333333 0.111111 0.333333333 0.111111 0.333333333 1.777778 1.333333333 None 3 4 5 D A 4 12 6 Activity Details Install Siding Frame walls and roof Install Plumbing Install Gutters and downspouts Lay Flooring Install Electrical Install Wallboard Do interior Planning Install interior fixtures Do grading and Landscaping E 5 3 B 1 3 0.444444 5 11 0.666666667 1.333333333 F B 3 4 5 1.777778 G 5 13 7 1.777778 6 9 H 8 10 9 DE F,G HI 0.111111 0.111111 1.333333333 0.333333333 0.333333333 4 6 5 1 J J 5 1 1 1 1 0 0 45 2

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