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Using the next Table find the Current Critical Path. For each of the next steps, write each calculated value in each activity using the corresponding formulas of at least one sequence of activities in one path. It should start at the early start of the first activity, include all values in the path until the las activity. 1. Assign 1 as the early start date of the first activity 2. Calculate the early finish time for the activity 3. The early start of activities will be determined by the carly finish times of preceding activities 4. Repeat steps 2 and 3 for each network activity until ES \& EF are determined for the last activity 5. Calculate lags for each link by determining the difference between the ES of each activity following a link line and the EF of the activity that precedes it 6. Determine the free float of an activity as being equal to the smallest lag value of all links leaving from that activity node 7. Assign a value of 0 total float (TF) to the last activity in the network 8. The total float values for the activities in the network can now be determined 9. Proceed in a backward-pass fashion until you have computed the TF for all activities 10. Determine late start times for all of the activities 11. Total float is added to the early finish of each activity to determine the late finish of each activity 12. Determine the critical path and its duration 13. Assuming that today is the starting day of the project. The work is at one turn of 8 hours from Monday to Friday. There are no holydays. Calculate the Early Finish Date Using the next Table find the Current Critical Path. For each of the next steps, write each calculated value in each activity using the corresponding formulas of at least one sequence of activities in one path. It should start at the early start of the first activity, include all values in the path until the las activity. 1. Assign 1 as the early start date of the first activity 2. Calculate the early finish time for the activity 3. The early start of activities will be determined by the carly finish times of preceding activities 4. Repeat steps 2 and 3 for each network activity until ES \& EF are determined for the last activity 5. Calculate lags for each link by determining the difference between the ES of each activity following a link line and the EF of the activity that precedes it 6. Determine the free float of an activity as being equal to the smallest lag value of all links leaving from that activity node 7. Assign a value of 0 total float (TF) to the last activity in the network 8. The total float values for the activities in the network can now be determined 9. Proceed in a backward-pass fashion until you have computed the TF for all activities 10. Determine late start times for all of the activities 11. Total float is added to the early finish of each activity to determine the late finish of each activity 12. Determine the critical path and its duration 13. Assuming that today is the starting day of the project. The work is at one turn of 8 hours from Monday to Friday. There are no holydays. Calculate the Early Finish Date