Question: Required: Determine a) The critical path; b) The normal duration and the normal cost of the project and c) By how many days can this

Required: Determine a) The critical path; b) The normal duration and the normal cost of the project and c) By how many days can this project be crashed, and at what cost. PROBLEM THREE (40 points) Given: The table shown below, which lists the normal and crash durations, and costs for a project, comprising of seven activities, and the network diagram for said project . All durations are in days, and all costs are in dollars. The network diagram for the project is also shown below. Activity Immediate Normal Normal Crash Crash Predecessor Duration Cost Duration Cost A 6 100 500 10 200 200 3 50 300 D . 150 150 E 250 F 200 7 200 G 2 50 100 4 A ANO 4 4 3 450 moo 1 A E B F 4 ES 301 10 US Prena-Valve Interest Factors for a se-Boltur alty Discounted to contora Perfect - 3% 155 17% 1 98000 17.301 16 BTT 270 892 .86 1.370 1.02 UD SO LO U ULO 100 W 1.60 3 2941 2 2139 278 279 280 281 2577 29 20 21 22 221 2222 223 2246 2240 * 3.91 D 170 1.000 1.56 1912 130 1.17 2.10 1.0 217 214 215 276 218 5 4.913 TEEN 2 1 919 4100 101 10191 2.58 2.905 3.517 13 1352 3774 3.58 5.796 101 41 5.20 5.0% 17 23 8.5 42 4111 3.995 80 2.734 2.25 3.58 7 STB 8.42 22 55.5 5. SAN SA 012 56 LB 4150 4.039 233 8 747226 7.69 0.750 0 LOTO G3 S G C ALAT-M 200 9.50 162 270 7.00 7.10 LESS cm 4.00 4451 DAT ALSO 690 0.111 72 73307 The me 1.145 samo 5 La 3.215 5.010 4833 2.85 11 10.366 2.787 SO 0.70 L 7.80 7.60 7.130 LACS LS 2015.090.8 5.5 5.09 7.505 1.15 2014 1.194 5.18 5.0 5.421 5.127 4 13 13.1 11.4 30,105 20 15 15 13 23 set 1.12 3.50 5.342 5.111 14.00 12.905 11.56 10.50 000 1 076 76 LUR LORR 3.72 8.400 75 13.05 12.149 11.0 11.15 10.80312 3.100 1.500 1.00 7.000 7.101 LM RAE 6.142 3.365.575 SRI 16 -14.718 13.078 12.561 11.08 10. 1.100 2.41 EU1 1 1 and 224 LBOX 36 53.000 5.00 17 15.522 1.2 13.18 12.106 111 10.40779765 LSH LEZ 7.50 7.13 a 6.373 5.0 5.709 AVE 15 16.50 CE 13.75 250 1.000 0.00 0.00 972 76 1201 7.707 728 240 2.487 12 5.18 SEM 1917.220 15.0 3.14 12.00 11150 10306 0.00136 7100 7.396 0 10 5.7 5.834 2018.046 16.2 1UR 3.500 120 11.40 10.50 2.818 3.12 2314 7.90 7.8 1.898 023 0.35 5.009 21 10.07 17.0 TS.ATS HD 11.75 S 100TR.675 7 7.10 7 912 mm 5.0 22 19.561 17.5 15.57 1,161 3.10 2.2 11.091 10201 142 16.175 7.6 7.170 6.70 350 6.011 5.896 22.08.12 18.444 WS 13.00 2300 11.272 131 LE LO 6 2.718 7:30 7 900 KOM 5.12 24 21.30 TL 4 10.035 15.30 / 20 11.0 1.1 1.3440 7.704 7.200 RSS LS 6.0TS 5140 25 2.70 10.1934 17403 15.682 C 2.70 1.354 10.95 3.87 BEZ 7.30 7330 3 4 LOWY 3.700 30 5.808 22.6 18.0 17.0 15.57 1.715 12.40 1250 24 60 8.056 1.200 7.000 GA 6177 S.ES 350.400 2.000 21.467 0.00 T. HON 12.30 TISSUEZ EBM LT. 7.500 7.070 L017 5.215 s.se 40 25 2 22.115 17 17.15 15.0 32 ES 175 70 361 74 703 7.105 S. 5.07 28.046 2.80 2.519 20.770 177N 1868 13.12.10 LMG 2.200 220 711 7.123 6554 6.242 S2 50.190 31.01 25.720 21.42 TLS 1.782 13.01 12:23 2 1.75 9.02 07:57 7.133 CON 6.245 5.830 Pred 10% 10% 20% 20% 30% 20% 5% 1 10 A 12. 1920 306 307 12 731 775 700 741 -714 300 .657 21.50 1.50 1.50 1.500 1.8 M 11.40 1 L 120 11901 1900 1.10 1.111 154,403 1.07 me e 2156 20 240 2001 2000 2201 2200 2.10 1.70 1.606 5 3.12 2038 201 202 203 276 2 199 250 25 24 23 220 2.005 1.676 1.7 . 20 20 20 15 216 21 300 2001 20 ZR1 2730 2700 2 2105 2106 1903 124 1.883 LGIS 19 3 2 2813 338 339 340 2150 2021 20 2000 2801 2100 12 w cha 12.000 3 10 6 28 19 3.184 1.100 110 2105 2303 214 1.348 104.18 L 315 10 3570 16 120 117 02 2715 246 2168 IS 11.056 CM 4.177 cms 100 3775 1856 156 20 13 3:22 3.10 2792 200 2.135 13 12 LAGO 2.127 29 115 116 1105 1,483 3.3 27 265 2196 13 4.910 715 4523 200 G 2912 11 10 m 2.799 2460 2.204 14 500 GR UTILOR 5 10 26 3.3 260 261 220 2.814 247 2.210 15 cm 4 cats C180 00 310 17 200 140 3.2 2.0 2.05 2014 2014 16 5.100 7205 CI U 1731 1932.00 178 2834 2.428 2.216 17 17 9. Cum USD CAD a. 1660 9.68 2.96 3.840 2001 2018 18. 5.273 S. 4812B 4.419 420 40 20 1 2051 3.52 343 3.304 214 215 2219 19 5.318 Som U 4.6 IN 1 166 2.590 341 371 220 2.220 1.19 0 3.35.101 TO 2.887 4270 4110 3964 2.800 1.873 346 30 316 2350 26 2221 1339 21 5.04 5.177 CUMI LOS LO 111 19 16 16 3951 3.6 11:20 2.252 20 221 2.000 225.410 5.10 4.0 4 USB 2.004 2.300 2.00 2.33 283 284 222 3000 35.02 5.18 Ses 700 1 137 3.5 W 19 2550 2.00 3.25 25 26 2m 2000 16. G 70 Gna (14 231 232 233 236 270 271 2000 55.667 5.105 4946 4.721 14 454 195 10 154 3.42 3.32 288 28 2.000 305.517 3.335 4.399 7463 416 3986 e 1701 3.50 3.67 3.27 228T 21500 2322 200 5.50 5.351 42 541 764301362780 31.5 1.6 1130 2.457 2.500 22222.000 0 S.5 40 SH LIG 2 2.703 3.48 3333 2.7 2.000 65.562 5.301 4999.00 UK 347 16

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