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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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
NORMAL
CRASH
COST PER
ES
LS
EF
LF
TF
FF
REMARKS
АCTIVITY
TIME
TIME
DAY TO
CRASH
A
3
1
9,700
В
9.
7
8,000
10,000
6,900
7,500
7,200
C
1
1
4
E
5
F
2
G
2
2
10,000
9,100
2
2
10,000
10
7
6,000
K
2
10,000
L
4
4,800
5,000
N
3
2
6,500
7,700
4
P
4
8,000
Q
4
5,800
R
9,000
12
10
8,700
5552
Transcribed Image Text:NORMAL CRASH COST PER ES LS EF LF TF FF REMARKS АCTIVITY TIME TIME DAY TO CRASH A 3 1 9,700 В 9. 7 8,000 10,000 6,900 7,500 7,200 C 1 1 4 E 5 F 2 G 2 2 10,000 9,100 2 2 10,000 10 7 6,000 K 2 10,000 L 4 4,800 5,000 N 3 2 6,500 7,700 4 P 4 8,000 Q 4 5,800 R 9,000 12 10 8,700 5552
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