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VE 04 S NH E Goll DET 120 US on 4 3 0 SEL ver 4/9 6 at w 1 P. 5 01 6 Activity

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VE 04 S NH E Goll DET 120 US on 4 3 0 SEL ver 4/9 6 at w 1 P. 5 01 6 Activity 5 E 3 * 3 SEE + TEE 5 3 1 Pez - s E El 10 7 EEL 17 5 12 Activity X 3 Time Estimates weeks 274 3 479 9 4/9 34 35 3 0 45 4 1/9 00 .01 03 .04 05 .02 500 5478 5871 06 5239 56 6126 on 5019 5714 6103 09 5359 5199 5596 57 54 5632 9153 6141 0.0 1 02 03 04 05 0.6 07 5000 539 573 6179 655 6915 .7257 .7580 7881 8159 3413 5120 5512 5910 5293 6661 2010 7357 SSCE 8799 5969 0019 .07 5229 5675 5064 6H3 .600 .7157 786 77911 6772 7123 7291 7611 6011 7190 7517 7823 6736 7088 22 7734 8023 6879 2724 20 7540 7852 7324 7642 7999 BRI2 3461 5160 5557 5046 6331 .6700 7054 739 .7704 7995 3264 2505 8722 1925 5099 925: 0905 9591 ar DO 1.0 3106 5418 8209 ser TESS OVES re 8385 890 ad .8997 1.2 OS SI . 099 606 O po 9906 8051 8315 554 B770 8062 9131 9.279 9406 9515 5600 3421 .9015 92 9319 HI 1:4 362 9192 5332 BARS 6703 9907 5032 9236 9370 5454 99 9732 78 9207 9315 9-153 92222 9357 9-474 8790 an 910 9292 9418 9525 5616 9265 904 9505 9599 16 956 CHOK 9641 ST3 9772 9540 9719 9778 95.15 0656 9726 9783 9830 w 0791 9044 978 . SAMO 9706 9857 9817 20 2.1 2.2 23 24 2.5 26 1886 9316 909 1535 9635 9199 WE .5812 9854 9887 9913 9934 .9951 9963 9973 9980 9954 9996 9920 9918 993 9950 9065 9821 9901 9925 .900 9953 06 .900 9980 9678 9005 9999 9046 9960 BOLS .9936 RSD 9911 .9932 9040 9952 9972 0979 5941 958 5875 9004 9987 9045 9959 60 9027 9950 9999 9931 999 0961 90 1905 997 9942 9970 2.8 2.9 30 9978 9954 1.066 6056 5866 1966 9981 9991 (956 16 90 0565 0001 9994 9903 9994 9995 9993 9990 . 9995 2 9994 9996 3.3 11 9994 9995 995 9994 666 06 99 90 ement ve ADA network and PERT activity time estimates, the computed expected activity times and variances and table for normal distribu e earliest and latest times for each activity, identify the critical path compute the expected project completion time and variance for the in the probability that the project will be completed in 28 days or less ollowing questions critical path? expected project completion time? probability for the completion of the project on time! probability of the project be completed in 28 days or less 145 SOME ER 1 049 OS 12 DO 000 296 OS DO SRL 2012 LIE 1.5 1.6 ST 94 2306 10 9945 CE 1996 18 963 OCES 05 24 LOS LR 01 20 21 23 9713 972 2001 DS 00 16 01 90 SOS 693 200 9004 24 2.5 08 9007 9941 16 09 9999 946 095 2009 156 9057 po SAT 996 991 064 90 9905 90 90 2006 106 997 5078 03 200 28 2.9 30 11 13 9905 904 5000 0866 100 Se . 16 0505 0666 9093 9 999 Hoe 990 24 905 SET 9991 85 SH CE SO 06 2006 14 20 . 30 Problem Statement Given the above ADA network and PERT activity time estimate the computed expected activity times and variances and table for normal darbo Assignment Determine the earliest and latest times for each activity identify the citical path compute the expected project completion time and variance for the ential path determine the probability that the project will be completed in 28 days or less Answer the following questions Questions What is the critical path What is the expected project completion time! What is the probability for the completion of the project on time! What is the probability of the project be completed in 20 days or los Whage a E 2 5 3 Time Estimates (weeks) Activity 12 5 8 17 7 10 13 13 23 3 5 7 24 3 5 3-4 4 6 8 35 3 3 3 4+5 3 4 5 1 (64) Activity te 1+2 9 4 13 10 23 5 4/9 24 3 4/9 3-4 6 4/9 375 3 0 45 4 1/9 DE IB 41 BY De 5233 DO 10 SO BES 5000 5475 3071 25 3120 5511 3310 23 SL 5996 5200 8064 02 0 04 05 CH 5100 .9552 .504 .6331 . J064 7 5791 6123 .6554 695 .7255 5753 5142 6517 OB TOST 5315 5734 10g FE .6044 7190 7517 7203 SEDE 2119 05 124 90 5736 NOCH 702 2014 TA . 7157 . 7291 5005 6406 6772 7123 .7454 7 OL 8315 BRE 7873 . ..150 IBC OCBC TO ec MOX 261 8341 OLT OLA 09 1. LI 1.2 99 WT TE VEST LOVE LEN 3770 3090 Sear 2 3729 05 1900 44 9L15 45 Bols 902 .9131 9299 5000 9022 25 965: 2002 914 992 9452 3554 5 207 338 47 2102 9282 .995 14 1.5 15 1.7 OUTS 5156 05 2535 996 2545 9905 99 5623 9495 DO .2005 1 5096 TO 1.9 9 SVI 977 . MS w 9083 9830 w . .30.30 21:26 TO . 2 . .250 12 22 190 CR 5 90 0920 19 .2000 9790 .. 9540 9546 08 9200 9900 9905 3946 2048 9 BUD WO 9909 SOS 97204 9007 .9045 99 .001 0925 00-5 0957 .9060 .9901 9002 29 992 904 1913 9904 9951 2.5 2,36 900 5566 950 .2005 9904 75 X 2.9 9054 25 DE 997 1000 TS 22 9000 993 .995 TOODE Will 23 .2296 .2001 0665 Problem Statement Given the above AOA network and PERT activity time estimates the computed expected activity times and variances and 2 table for normal distribution Assigement Determine the earliest and latest times for each activity, identify the critical path compute the expected project completion time and variance for the critical path, determine the probability that the project will be completed in 28 days or less. Answer the following questions Questo What is the critical path? What is the expected project completion time? What is the probability for the completion of the project on time? What is the probability of the project be completed in 28 days or less

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