NORMAL CRASH COST PER ES LS EF LF TF FF REMARKS ACTIVITY TIME TIME DAY TO CRASH 9,700 8,000 A 3 1 7 C 1 1 10,000 4 6,900 7,500 F 2 7,200 10,000 9,100 10,000 2 H 4 3 2 2 10 7 6,000 2 10,000 L 4 3 4,800 4 5,000 3 2 6,500 4 7,700 8,000 5,800 9,000 4 R 1 12 10 8,700
NORMAL CRASH COST PER ES LS EF LF TF FF REMARKS ACTIVITY TIME TIME DAY TO CRASH 9,700 8,000 A 3 1 7 C 1 1 10,000 4 6,900 7,500 F 2 7,200 10,000 9,100 10,000 2 H 4 3 2 2 10 7 6,000 2 10,000 L 4 3 4,800 4 5,000 3 2 6,500 4 7,700 8,000 5,800 9,000 4 R 1 12 10 8,700
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Draw the network diagram properly, identify the paths, duration and slack, draw the table showing ES, LS, EF, LF, TF, FF and REMARKS. Identify the critical path/s. Indirect cost is Php 15,000.00 per day. Create an optimum time cost plan and identify how many days can the project be crashed.
1. A, B and C are the starting activities
2. D follows A while E follows C
3. B, D and E restricts the start of J
4. K and F cannot start until B, D and E are completed
5. G follows C and precedes H and I
6. H and I cannot proceed until F is completed
7. L follows K and precedes N
8. J restricts the start of P, M and S
9. H, I and P must be completed before Q can start
10. L and M must be completed before N can start
11. O follows N while R follows Q.
12. R, O and S culminates at the same time
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