A project's critical path has an estimated time of 210 days with a variance of 90....
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A project's critical path has an estimated time of 210 days with a variance of 90. The project has a 95% chance to be completed in_________________ days (rounded to the nearest integer). Standard Normal Table # 0.02 0.03 0.04 0.7224 0.7549 0.5 0.6915 0.6950 0.6985 0.7019 0.6 0.7257 0.7291 0.7324 0.7357 0.7 0.7580 0.7611 0.7642 0.7673 0.8 0.7881 0.7910 0.7939 0.7967 0.9 0.8159 0.8186 0.8212 0.8238 0.8264 0.00 0.01 0.05 0.06 0.07 0.08 0.0 0.5000 0.5040 0.5080 0.5120 0.5159 0.5199 0.5239 0.5279 0.5319 0.1 0.5398 0.5438 0.5478 0.5517 0.5557 0.5596 0.5636 0.5675 0.5714 0.2 0.5793 0.5832 0.5871 0.5910 0.5948 0.5987 0.6026 0.6064 0.6103 0.3 0.6179 0.6217 0.6255 0.6293 0.6331 0.6368 0.6406 0.6443 0.6480 0.4 0.6554 0.6591 0.6628 0.6664 0.6700 0.6736 0.6772 0.6808 0.6844 0.7054 0.7088 0.7123 0.7157 0.7190 0.7389 0.7422 0.7454 0.7486 0.7517 0.7704 0.7734 0.7764 0.7794 0.7823 0.7854 0.7995 0.8023 0.8051 0.8078 0.8106 0.8133 0.8289 0.8315 0.8340 0.8365 0.8389 1.0 0.8413 0.8438 0.8461 0.8485 0.8508 0.8531 0.8554 0.8577 0,8599 0.8621 1.1 0.8643 0.8665 0.8708 0.8729 0.8749 0.8770 0.8790 0.8804 0.8530 1.2 0.8849 0.8869 0.8888 0.8907 0.8925 0.8944 0.8962 0.8980 0.8997 0.9015 1.3 0.9032 0.9049 0.9066 0.9082 0.9099 0.9115 0.9131 0.9147 0.9162 0.9177 1.4 0.9192 0.9207 0.9222 0.9236 0.9251 0.9265 0.9279 0.9292 0.9306 0.9319 0.9332 0.9345 0.9357 0.9370 0.9382 0.9394 0.9406 0.9418 0.9429 0.9441 0.9452 0.9463 0.9474 0.9484 0.9495 0.9505 0.9515 0.9525 0.9535 0.9545 0.9554 0.9564 0.9573 0.9582 0.9591 0.9599 0.9608 0.9616 0.9625 0.9633 0.9641 0.9649 0.9656 0.9664 0.9671 0.9678 0.9686 0.9693 0.9699 0.9706 0.9713 0.9719 0.9726 0.9732 0.9738 0.9744 0.9750 0.9756 0.9761 0.9767 0.9773 0.9793 0.9798 0.9803 0.9808 0.9812 0.9821 0.9826 0.9830 0.9834 0.9838 0.9842 0.9846 0.9850 0.9854 0.9861 0.9865 0.9868 0.9871 0.9874 0.9678 0.9881 0.9884 0.9887 0.9893 0.9896 0.9898 0.9901 0.9904 0.9906 0.9909 0.9911 0.9913 0.9918 0.9920 0.9922 0.9924 0.9927 0.9929 0.9931 0.9932 0.9934 0.9949 0.9951 0.9962 0.9963 0.9972 0.9973 0.9778 0.9783 0.9788 2.5 0.9938 0.9940 0.9941 0.9943 0.9945 2.6 0.9953 0.9955 0.9956 0.9957 0.9959 2.7 0.9965 0.9966 0.9967 0.9968 0.9969 2.8 0.9974 0.9975 0.9976 0.9977 0.9977 0.9978 0.9979 0.9980 0.9980 0.9981 0.9982 0.9982 0.9983 0.9984 0.9984 0.9985 0.9985 0.9966 0.9986 0.9946 0.9948 0.9960 0.9961 0.9970 0.9971 0.9952 0.9964 0.9974 0.9981 1.5 1.6 1.7 1.8 2.0 2.1 2.2 2.3 0.09 0.5359 0.5753 0.6141 0.6517 0.6379 9998-0 0.9817 0.9857 0.9890 0.9916 0.9936 10 O 219 O 227 O 220 226 A project's critical path has an estimated time of 210 days with a variance of 90. The project has a 95% chance to be completed in_________________ days (rounded to the nearest integer). Standard Normal Table # 0.02 0.03 0.04 0.7224 0.7549 0.5 0.6915 0.6950 0.6985 0.7019 0.6 0.7257 0.7291 0.7324 0.7357 0.7 0.7580 0.7611 0.7642 0.7673 0.8 0.7881 0.7910 0.7939 0.7967 0.9 0.8159 0.8186 0.8212 0.8238 0.8264 0.00 0.01 0.05 0.06 0.07 0.08 0.0 0.5000 0.5040 0.5080 0.5120 0.5159 0.5199 0.5239 0.5279 0.5319 0.1 0.5398 0.5438 0.5478 0.5517 0.5557 0.5596 0.5636 0.5675 0.5714 0.2 0.5793 0.5832 0.5871 0.5910 0.5948 0.5987 0.6026 0.6064 0.6103 0.3 0.6179 0.6217 0.6255 0.6293 0.6331 0.6368 0.6406 0.6443 0.6480 0.4 0.6554 0.6591 0.6628 0.6664 0.6700 0.6736 0.6772 0.6808 0.6844 0.7054 0.7088 0.7123 0.7157 0.7190 0.7389 0.7422 0.7454 0.7486 0.7517 0.7704 0.7734 0.7764 0.7794 0.7823 0.7854 0.7995 0.8023 0.8051 0.8078 0.8106 0.8133 0.8289 0.8315 0.8340 0.8365 0.8389 1.0 0.8413 0.8438 0.8461 0.8485 0.8508 0.8531 0.8554 0.8577 0,8599 0.8621 1.1 0.8643 0.8665 0.8708 0.8729 0.8749 0.8770 0.8790 0.8804 0.8530 1.2 0.8849 0.8869 0.8888 0.8907 0.8925 0.8944 0.8962 0.8980 0.8997 0.9015 1.3 0.9032 0.9049 0.9066 0.9082 0.9099 0.9115 0.9131 0.9147 0.9162 0.9177 1.4 0.9192 0.9207 0.9222 0.9236 0.9251 0.9265 0.9279 0.9292 0.9306 0.9319 0.9332 0.9345 0.9357 0.9370 0.9382 0.9394 0.9406 0.9418 0.9429 0.9441 0.9452 0.9463 0.9474 0.9484 0.9495 0.9505 0.9515 0.9525 0.9535 0.9545 0.9554 0.9564 0.9573 0.9582 0.9591 0.9599 0.9608 0.9616 0.9625 0.9633 0.9641 0.9649 0.9656 0.9664 0.9671 0.9678 0.9686 0.9693 0.9699 0.9706 0.9713 0.9719 0.9726 0.9732 0.9738 0.9744 0.9750 0.9756 0.9761 0.9767 0.9773 0.9793 0.9798 0.9803 0.9808 0.9812 0.9821 0.9826 0.9830 0.9834 0.9838 0.9842 0.9846 0.9850 0.9854 0.9861 0.9865 0.9868 0.9871 0.9874 0.9678 0.9881 0.9884 0.9887 0.9893 0.9896 0.9898 0.9901 0.9904 0.9906 0.9909 0.9911 0.9913 0.9918 0.9920 0.9922 0.9924 0.9927 0.9929 0.9931 0.9932 0.9934 0.9949 0.9951 0.9962 0.9963 0.9972 0.9973 0.9778 0.9783 0.9788 2.5 0.9938 0.9940 0.9941 0.9943 0.9945 2.6 0.9953 0.9955 0.9956 0.9957 0.9959 2.7 0.9965 0.9966 0.9967 0.9968 0.9969 2.8 0.9974 0.9975 0.9976 0.9977 0.9977 0.9978 0.9979 0.9980 0.9980 0.9981 0.9982 0.9982 0.9983 0.9984 0.9984 0.9985 0.9985 0.9966 0.9986 0.9946 0.9948 0.9960 0.9961 0.9970 0.9971 0.9952 0.9964 0.9974 0.9981 1.5 1.6 1.7 1.8 2.0 2.1 2.2 2.3 0.09 0.5359 0.5753 0.6141 0.6517 0.6379 9998-0 0.9817 0.9857 0.9890 0.9916 0.9936 10 O 219 O 227 O 220 226
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Related Book For
Introduction to Operations Research
ISBN: 978-1259162985
10th edition
Authors: Frederick S. Hillier, Gerald J. Lieberman
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